Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
45453-Z
�O�OS1)FfQ1�coG Town of Southold 8/31/2023 P.O.Box 1179 E o • r 53095 Main Rd y o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44512 Date: 8/31/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 675 Skippers Ln.,Orient SCTM#: 473889 Sec/Block/Lot: 24.-2-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/30/2020 pursuant to which Building Permit No. 45453 dated 11/16/2020 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;covered porches, deck and second floor deck,to existing single family dwelling as applied for, The certificate is issued to Orient Realty LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45453 8/17/2023 PLUMBERS CERTIFICATION DATED 1/11/2022 N EyqKiW Plu 'ng&Hea ' g Inc 0ri oz d 'gnature O�SUEFaI�co TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE "oy • �� SOUTHOLD, NY '�z+:rrxrtssf 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 #: 45453 Date: 11/16/2020 Permission is hereby granted to: Ballve, Marcelo 438 W Wesley Rd Atlanta, GA 30305 To: additions and alterations to an existing single family dwelling as applied for per HPC approval. At premises located at: 675 Skippers Ln., Orient SCTM #473889 Sec/Block/Lot# 24.-2-1 Pursuant to application dated 10/30/2020 and approved by the Building Inspector. To expire on 5/18/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,155.60 CO-ADDITION TO DWELLING $50.00 Total: $1,205.60 Building Inspector pF SOUT�,oI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(W-town.Southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Orient Realty LLC Address: 675 Skippers Ln city:Orient st: NY zip: 11957 Building Permit#: 45453 Section: 24 Block: 2 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: CUStOM Lighting Of Suffolk License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 59 Ceiling Fixtures 25 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 1 Wall Fixtures 18 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt 2 Recessed Fixtures 28 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 3 Transfer Switch UC Lights 16' Dryer RecptGaS Emergency Strobe Heat Detectors Disconnect Switches 43 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Hood, Oven, Fridge, DW, Garbage Disposal, Dehumidifier, W/D, 18' PlugMold Light Over Tub Was Removed Notes: Two Story w/ Unfinished Basement Inspector Signature: Date: August 17, 2023 S.Devlin-Cert Electrical Compliance Form O l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CAR P.O.Box 1179 . O@ Southold,NY 11971-0959 Q' BUILDING DEPARTMENT TOWN OF SOUTHOLD r CERTIFICATION 10\w Date: Building Permit No..J Sq 5 3 Owner: C R eujS o n (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this I� day of �Gn� , 20 2� El. F0 �� l i� Notary Public, County _ o 7• No 01 41421 : 440y,K5 # # TOWN OF SOUTHOLD BUILDING DEPT. `ycoutm,��` 765.1802 - 'INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [- VOUNDATION 2ND - [ ] INSULATION/CAULKING [L4 FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANTCONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ,� DATE INSPECTOR of Soil # # TOWN OF SOUTHOLD BUILDING DEPT. °�yroum 765-1802 INSPECTION [ ] FOUNDATION 1ST' [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION °[ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O REMARKS:- DATE yr INSPECTOR s 0 TOWN OF, SOUTHOLD BUILDING DEPT. 765-1802 - INSPEC. ION FOUNDATION 1ST OUGH PL13G. I INSULATION/CAULKING FOUNDATION 2ND S FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY TIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REMARKS.: — - z b 1 ��4tw , 9.1�� _v/ - .1 . I oe!N INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 i -SPECTION N FOUNDATION, 1ST ROUGH PL13G. FOUNDATION 2ND ILISULATION/CAULKING FRAMING/STRAPPING [/FINALA-kA5-(,A\+5 FIRE SAFETY INSPECTION FIREPLACE &CHIMNEY FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O 'k Jcl- G)4-c-� (At -1--.1 bt,/ DATE INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. �,x►r 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING.= [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: h,f nJO JAI, M kilkchen Coale o'd LITZ c� to z&y:�L 6e- Oxl)ll�pr) bn?-;lt7r eG MC61 omelt DATE '� INSPECTOR ~ 50UTyo� Li # # TOWN OF SOUTHOLD BUILDING DEkYg. `�cou►m��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ /]� PRE C/O [ ] RENTAL REMARKS: C�k r DATE INSPECTOR Suffolk Security Systems Suffolk Security Systems Incorporated 50300 Main Road - PO Box 1355 - Southold NY 11971-0937 Telephone(631) 765-5262 - info@suffolksecurity.com February 23, 2022 Custom Lighting of Suffolk Inc PO Box 1698 Mattituck NY 11952-0904 RE: 675 Skippers Lane, Orient Dear Ben: Just a short note to confirm that the cellar of the above referenced property has a combination smoke/carbon monoxide detector in place, manufactured by System Sensor. I have attached a datasheet for your records. Let me know if you need additional information. Sincerely, Paul J. Romonelli President L 1 A RR - X022 SYSTEM • �..� SENSOR° 4 TM 14 Series ' Combination • CO/Photoelectric I �� o Smoke Detector 0 Best-in-class carbon monoxide(CO)and smoke detection technology in a single, system-connected device. Featules Integration:The i°Series combines CO and smoke detection • Single device for CO and smoke detection that uses less wiring into one device,requiring less wiring and fewer back boxes than and fewer junction boxes two separate devices.The 14 Series is compatible with P(2WTA-B or 4WTA-B),so an attractive CO monitoring solution can easily be • Compatible with a wide range of control panels with the use of the retrofitted into existing i3 installations.The i4 Series CO cell can be required i4 Interface Module. easily replaced at end-of-life,resulting in a much lower life cost than • Sends distinct smoke and CO signals to the panel having to replace the entire detector. • Sounds Temporal 3 for smoke and Temporal 4 for CO Installation ease:The i4 Series Combination CO/Smoke detector • Built-in 85dB sounder requires less wiring than two separate CO and smoke devices. • LEDs display both CO and smoke status Installers can pre-wire its plug-in base,while its large wire-entry port • External IR LED provides extended range sensitivity testing and in-line terminals provide ample room for neatly routing wiring,The base accommodates several back box options and also direct mounts • Versatile mounting allows for wall or ceiling placement using drywall anchors.The i4 head plugs into the base with a simple • Easily replaceable electrochemical CO cell with 10-year end-of-life Stop-Drop'N LockTM action.When the detector's CO cell reaches end- timer that signals the panel and chirps to alert the homeowner of-life,it can be easily replaced in the field without a tool. • RealTest®enables functional test using canned CO Intelligence:With the help of the module.the i4 Series transmits • Drift compensation and smoothing algorithms provide false distinct CO and smoke signals,allowing appropriate response alarm immunity from the central monitoring station.Intelligent features,such as drift • Compatible with SENS-RDR sensitivity tester compensation and smoothing algorithms,reduce nuisance alarms. • Full agency compliance with UL 268 and UL 2075 Instant inspection:The i4 Series LEDs enable instant inspection of detector status signaling normal/standby condition,alarm condition,maintenance/trouble condition or functional test mode. 2-wire devices allow loop testing via the EZ Walk feature where wiring can easily be verified by checking the LED status at each detector. Smoke sensitivity can be easily measured using the wireless SENS- RDR device.CO cell functionality can also be quickly validated in `- r�`�l L, { the field with canned CO per NFPA 720:2009 requirements using the Agency Ustingal 7 }t; ��f E c� j detector's RealTest functionality. APR - 7 2022 L9 LISTED S268 1653:0227 r;r,r.ry ;-.r,. -Trr-t�,^`" I CODS303-03.11/07/2017•Pane 1 14 Series Combination CO/Smoke Detector Specifications Carbon monoxide(CO)/Smoke detector shall be a System Sensor model number COSMO-2W(2-Wire)/COSMO-4W(4-Wire)listed to UL 268 for Fire Protection Signaling Systems and to UL 2075 for Carbon Monoxide Gas Detection.The detector shall be photoelectric smoke sensing and electrochemical CO sensing and equipped with a sounder capable of Temp 3 and Temp 4 audible signals.The detector shall have nominal sensitivity of 2.5 percent per foot as measured in the UL smoke box.The detector shall be capable of automatically adjusting its sensitivity by means of drift compensation and smoothing algorithms.The detector's base shall be able to mount to a single-gang electrical box or direct(surface mount)to the wall or ceiling.Wiring connections shall be made by means of SEMS screws.The detector shall provide LED indication that blinks to indicate normal standby,smoke alarm,smoke maintenance,CO alarm,CO trouble%nd-of-life.When the detector is in CO trouble condition,it shall send a trouble signal to the panel.The detector shall provide a means to test CO gas entry into the CO sensing cell.The detector shall provide this with a test mode that accepts CO gas from a test agent and alarms immediately upon sensing CO entry.The 2-wire model shall include a maintenance signal to indicate the need for maintenance at the alarm control panel and shall provide a loop testing capability to verify the circuit without testing each detector individually.The detector shall have a replaceable CO cell that can be replaced at end of cell life. Electrical Specifications Operating Voltage(VDC): Nominal:12/24;Minimum:8.5;Maximum:35 Maximum Standby Current: 50 pA Maximum Alarm Current: 2-Wire 50mA;4-Wire 40mA Audible Signal: 85 dBA Maximum Reverse Polarity Current: 20 mA Maximum Start-up Current: 200uA Maximum Start-up Capacitance: .10 uF Physical Specifications Dimension: Diameter:5.5";Depth:2.5-(includes base) Weight: 9.2 oz.(261 g) Operating Temperature Range: 0—50°C(32—122°F) Operating Humidity Range: 20-95%RH Storage Temperature Range: -10—70°C(14—158°F) Sensitivity: 2.5'/o/ft nominal Input Terminals: 14 to 22 AWG Mounting: Back boxes:3.5"and 4"Octagonal;Single-gang;4"Square;2 x 4-,3.5"and 4"round ceiling. Direct mount to wall or ceiling, _9peration Modes I LED Status Green Red Blue Sounder Alarm Smoke: Off On Off Temp 3 Alarm CO: Off Off On Temp 4 Alarm Smoke&CO: Off On On Temp 3 Power Up: Blink 5 sec. Blink 5 sec Blink 5 sec. Off Standby: Blink 5 sec. Off Off Off RealTest°Mode(CO): Off Off Blink 1 sec. Off After CO is Sprayed: Off Off On Temp 4 Smoke Maintenance: Off Blink 5 sec. Off Off COTrouble: Off Off Blink 5 sec. Off End-of-Life: Off Off Blink 5 sec. Intermittent 1r -� APR - 7 2022 CODS303-03.11T7i201y FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) y ------------------------------------- FOUNDATION -----------------------------------FOUNDATION(2ND) qt)v 17411. UVfk,-,.l TWrJ415 oryz � o vnt V=y 1 ROUGH FRAMING& ,�q -� PLUMBING �r ulsA ma � n � INSULATION PER N.Y. 7t 3 STATE ENERGY CODE --+ IZ � FINAL e i ADDITIONAL COMMENTS c - a re , 1lt Gle, 9g l I- oe � z� d H i TUWN 6F SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 1 ,ti J , Single&Separate �•--'j "f Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Mail Elizabeth Rexrode ;s Disapproved a/c_90 Y't" '+$ Rexrode Chingos Architects Phone: 212 387 7980 Expiration ,20 Bui ding spector •SRI DD D V APPLICATION FOR BUILDING PENT L S E P 3 2020 Date ,20 INSTRUCTIONS n'NT"DEPT'. a. pnrli, , be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of Ram's,'acb4afe plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) Elizabeth Rexrode, Rexrode Chirigos Architects 10 a 23rd street,NY, NY 10010 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Architect Name of owner of premises Orient Realty LLC (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Ivy Crewdson, member (Name and title of corporate officer) Builders License No. to be determined Plumbers License No. to be determined Electricians License No. to be determined Other Trade's License No. 1. Location of land on which proposed work will be done: 675 Skippers Lane Orient Village House Number Street Hamlet County Tax Map No. 1000 Section 24 Block 2 Lot 1 I "Sub6rision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy single family residence b. Intended use and occupancy single family residence 3. Nature of work(check which applicable):New Building Addition X Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost $400,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor n/a If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. n/a 7. Dimensions of existing structures, if any: Front 40.5' Rear 40.4' Depth 32.2' Height 22' Number of Stories 2 Dimensions of same structure with alterations or additions: Front Rear Depth Height 22' Number of Stories 2 8. Dimensions of entire new construction: Front 57' Rear 57' Depth 32.2' Height 22' Number of Stories 2 9. Size of lot: Front 104.66' Rear 103.14' Depth 135.22' / 133.33' 10. Date of Purchase August 13,2020 Name of Former Owner Marcelo Ismael Ballve&Sara Silvina Chavard Ballve 11. Zone or use district in which premises are situated Orient Village 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO x 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO_X 61-69 Pierrepont#51, 14.Names of Owner of premises Orient Realty I_t_c Address Brooklyn,NY 11201 Phone No. 917 337 9027 Name of Architect Rexrode Chirigos Architects Address 10 E23rd st,NY, NY 10010 Phone No 212 387 7980 Name of Contractor to be determined Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES x NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO x * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF(jdUY5tc�1 Elizabeth Rexrode being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Architect (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Jessica L.Thomas Notary Public,State of New York Sworn to before me this No.01TH6265375;+ day of �200�� Qualified in Cglumbia County) Term Expires July 94 Notary Public ignature o FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 16, 2020 TO: Elizabeth Rexrode (Ballve) 10 East 23rd Street New York,NY 10010 Please take notice that your application dated September 3, 2020: For permit to construct additions and alterations to existing single-family dwellingand to construct alterations to existing accessory garage at: Location of property: 675 Skippers Lane, Orient,NY County Tax Map No. 1000—Section 24 Block 2 Lot 1 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Section 170 of the Southold Town Code. The proposed construction is subject to Historic Preservation Commission approval. Authorized 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, Landmark FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: December 24, 2020 TO: Elizabeth Rexrode 10 E 23`d St. 6th Floor New York,NY 10010 Please take notice that your application dated December 21,2020 For an amendment to permit#45453z to make additions and alterations to an existing dwelling at Location of property 675 Skippers Lane, Orient,NY County Tax Map No. 1000—Section 24 Block 2 Lot 1 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Pursuant to Section 170 of the Southold Town Code. The proposed construction is subject to Historic Preservation Commission approval. 4Authona ure Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. Cc: File, HPC J t T out Uni4v a/Y y r t Edward Webb,Chairperson °LOO Town Hall Annex Anne Surchin,Vice Chair SDUTHOLD r 54375 Route 25 Robert Harper i'•nUM PO Box 1179 Joseph McCarthy `'r± Southold N Founded f o ,NY 11971 Mariella Ostroskio In0 " Fax(631)765-9502 Tracey Dwyer,Administrative Assistant 9'o A o� Telephone: (631)765-1802 RESERVATION G www.southoldtownny.go_v Town of Southold Historic Preservation Commission October 29,2020 RESOLUTION #10.29.20.2 Certificate of Appropriateness RE: 675 Skippers Lane,Orient,NY,SCTM# 1000-24.-2-1 Owner: Orient Realty LLC RESOLUTION: WHEREAS, 675 Skippers Lane,Orient,NY is on the Town of Southold Registry of Historic Landmarks, 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 Historic Preservation Commission prior to the issuance of a Building Permit, and, WHEREAS, the applicants architect Elizabeth Rexrode submitted a proposal outlining the scope of work,which included the construction of a 443 sq. ft. screened porch addition and to construct a 250 sq.ft.rear deck addition and the replacement of windows, doors,roof shingles,cedar siding shingles,porch columns and additional details to the existing single family dwelling as applied for,as well as replacing windows,a door,cedar siding shingles,roof shingles, gutters and downspout to the existing accessory garage as applied for,and, WHEREAS, the architect presented commissioners with an outline of the project during a pre- submission conference on September 29,2020,and, WHEREAS, a public hearing was held on October 29,2020,where the applicants and their architect submitted final drawings of the scope of work and outlined the project for the commission,and, NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the proposed work detailed in the above referenced application meets the criteria for approval under Section 170-8 (A)of the Southold Town Code and, i BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness. MOVER: Commissioner Harper SECONDER: Commissioner Ostroski AYES: Surchin,Harper,McCarthy and Ostroski RESULT: Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. Signed:�' 41,a�'-'Za r)c acg4'4 Tracey L.Dwyer,Qpplication Coordinator for the Historic Preservation Commission Date: October 30,2020 our Uniq,, Mariella Ostroski,Chairperson �m �' �� Town Hall Annex Anne Surchin,Vice Chair ZUTHOLD r 54375 Route 25 Ted Webb LLA0J M9 PO Box 1179 ra, Robert Harper N � rounded o Southold NY 11971 Joseph McCarthy o ��," Fax(631)765-9502 Fabiola Santana 9'c'a.�� oo`s� Telephone: (631)765-1802 Tracey Dwyer,Administrative Assistant RFSZRVATIor' www.southoldtownny.gov Town of Southold Historic Preservation Commission March 10,2021 RESOLUTION #03.10.21.1 Certificate of Appropriateness RE: 675 Skippers Lane,Orient,NY,SCTM# 1000-24.-2-1 Owner: Orient Realty LLC RESOLUTION: WHEREAS, 675 Skippers Lane,Orient,NY is on the Town of Southold Registry of Historic Landmarks, 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 Historic Preservation Commission prior to the issuance of a Building Permit, and, WHEREAS, the applicants architect Elizabeth Rexrode submitted a proposal to amend an approved Historic Preservation Commission Certificate of Occupancy outlining the scope of work,which included the construction of a porch addition with bilco door and raised shingled terrace with trim board,top rail,and edge casings as applied for, and, WHEREAS, the proposal includes the approval of reverting back to three double hung windows on the west elevation, lowering the position of one window on the north elevation,the location of a generator,the relocation of mechanical hvac condensers and the relocation of the electric meter as applied for,and, WHEREAS, the architect presented commissioners with an outline of the project during a pre- submission conference on January 4,2021, and, WHEREAS, a public hearing was held on March 10,2021,where the applicants and their architect submitted final drawings of the scope of work and outlined the project for the commission, and, f 4 ' NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the proposed work detailed in the above referenced application meets 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: Commissioner Webb SECONDER: Commissioner Santana AYES: Ostroski, Surchin,Webb,Harper,McCarthy and Santana RESULT:Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. Signed: Tracey L.Dwyer,Application Coordinat r for the Historic Preservation Commission Date:March 11,2021 Mariella Ostroski,Chairperson ow U„; Town Hall Annex Anne Surchin,Vice Chair `���a gUe/Y 54375 Route 25 Allan Wexler PO Box 1179 Q Fabiola Santana Q T id Southold,NY 11971 Tara Cubie . SDraor.LD . Telephone: 631 765-1809 Jeri Woodhouse = �,,,��d kimf@southoldtownny.gov Marina de Conciliis N°9 Kim E.Fuentes,Coordinator ZR tot, CC�[ Od[ Town of Southold Historic Preservation Commissio J Certificate of Appropriateness AUG 3 0 2023 June 22, 2023 RESOLUTION #6.22.23.5 BUILDING DEPT- � �PSOL'7'1�tot,�,,-; RE: 675 Skippers Lane, Orient, NY. SCTM# 1000-24-2-1 Owner: Orient Realty, LLC RESOLUTION: WHEREAS, 675 Skippers Lane, Orient,NY, is on the Town of Southold Registry of Historic Landmarks, 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 Historic Preservation Commission prior to the issuance of a Building Permit,and, WHEREAS, on March 20,2023,the applicant's representative, Peter Marren, submitted a proposal to legalize an as-built hot tub on residential property; and WHEREAS, the Commission determined, during pre-submission conferences,that improvements including a Raised Shingled Terrace and the Shielding for generator and mechanics upon this residential property were inconsistent with previously approved Certificate of Appropriateness, Resolution#03.10.21.1 dated March 10, 2021; and WHEREAS, the Commission determined that an outdoor shower is also"as-built"and will require approval; and WHEREAS, the applicant's representative presented Commissioners with Architectural Plans and photographs, consisting of a Raised Shingled Terrace/Balcony attached to the single family dwelling, 4 feet high mahogany fence surrounding utility structures,an outdoor shower, as well as the subject of this application,the hot tub; during a public hearing on June 22,2023; and WHEREAS, the applicant shall submit to the Commissioners photographs of the finished improvements upon completion; and Certificate of Appropriateness, HPC, Orient Realty, SCTM No. 1000-24-2-1 Page 2 WHEREAS,the Commissioners may conduct a site inspection of subject premises once improvements are completed; and RAISED SHINGLED TERRACE/BALCONY: NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the photograph of Raised Shingled Terrace/Balcony, Page A.1, submitted by Peter Marren,AIA, dated May 25, 2023, meets 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, subject to approvals by all involved agencies; and BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above may require further review from the commission. Motion made by Commissioner Ostroski Motion seconded by; Commissioner Surchin VOTES: AYES: Commissioners Ostroski, Surchin, Wexler and Santana,Woodhouse and de Conciliis. (6-0) RESULT: Passed WOOD MAHOGANY FENCE SHIELDING MECHANICAL EQUIPMENT: NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the 4 feet high Solid Mahogany Boards surrounding the mechanical equipment to be extended,and panels be spaced 1-1/2 inch apart,meets 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, subject to approvals by all involved agencies, and conditioned upon the submission of Revised Elevation and Partial Site Plans depicting the aforementioned approved criteria; and BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above may require further review from the commission. Motion made by Commissioner Ostroski Motion seconded by: Commissioner Surchin VOTES: AYES: Commissioners Ostroski, Surchin, Santana and de Conciliis. NAYS: Commissioner Wexler and Woodhouse. (4-2) RESULT: Passed Certificate of Appropriateness, HPC,Orient Realty, SCTM No. 1000-24-2-1 Page 3 "AS BUILT"HOT TUB AND "AS BUILT" OUTDOOR SHOWER: NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines"as built"hot tub and"as built"outdoor shower as depicted in photographs (Labeled Outdoor Shower#1,Hot Tub#1 thru#3) submitted by the applicant's representative,and received on April 5,2023,meets 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, subject to approvals by all involved agencies; BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above may require further review from the commission. Motion made by Commissioner Ostroski Motion seconded by: Commissioner Surchin VOTES: AYES: Commissioners Ostroski, Surchin, Wexler and Santana, Woodhouse and de Conciliis. (6-0) RESULT: Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. Signed: Kim E.Fuentes Coordinator for the Historic Preservation Commission Date: June 22,2023 Fuentes, Kim From: Fuentes, Kim Sent: Wednesday,August 30, 2023 8:22 AM To: 'Peter Marren' Cc: Bunch, Connie Subject: HPC - Cert of Appropriateness - Orient Realty, 675 Skippers Lane, Res.#06.22.23.5, dated June 22, 2023 Attachments: 675SkippersLane.fencePART SITE.pdf, 675SkippersLane.fenceDRAWING.pdf, 675SkippersLane.fencePHOTO.pdf Peter, The Commission reviewed your photographs and drawings received on August 25, 2023, received via email, and expressed their approval. Thank you. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission 631-765-1809 kim&southoldtownny.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, NY 11971 From: Peter Marren <pm@marrenandnewman.com> Sent: Friday,August 25, 2023 3:32 PM To: Fuentes, Kim <kim.fuentes@town.southold.ny.us> Subject: RE: HPC-Cert of Appropriateness-Orient Realty, 675 Skippers Lane Hi Kim. See attached, per your request below (s_ee_yellow) ? Part Site Plan ? Plan & Elevation i ? Photo of completed Fence Please provide Connie Bunch the HPC approval so the Building Department can issue the applicant a Certificate of Occupancy. Thank you for your help and coordination with this project PM Peter Marren Architect AIA LEED AP Orient NY 917 992 5369 m From: Fuentes, Kim<kim.fuentes@town.southold.nv.us> Sent:Thursday,August 24, 2023 11:56 AM To: Peter Marren<pm@marrenandnewman.com> Cc: Bunch,Connie<Connie.Bunch @town.southold.ny.us> Subject: HPC-Cert of Appropriateness-Orient Realty, 675 Skippers Lane Hi Peter, Connie Bunch in the Building Dept. has-asked for an approval by the HPC for work completed in Res. 6.22.23.5 (attached) so she can issue the applicant a Certificate of Occupancy. I believe the only area remaining is the mahogany fence: WOOD MAHOGANY FENCE SHIELDING MECHANICAL EQUIPMENT: NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the 4 feet high Solid Mahogany Boards surrounding the mechanical equipment to be extended, and panels be spaced 1-1/2 inch apart,meets 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, subject to approvals by all involved agencies, and conditioned upon the submission of Revised Elevation and Partial Site Plans depicting the aforementioned approved criteria; and Please submit revisedelevation and site plan as well a photographs of work completed according to the Certificate of Appropriateness. I will then forward same to the Commission Members, and request their approval. Kim E. Fuentes Board Assistant 2 Zoning Board of Appeals. Coordinator, Historic Preservation Commission 631-765-1809 kim&southoldtownny.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, NY 11971 3 675 SKIPPERS LANE ORIENT HPC 25MAY23 PRE-SUBMISISON CONFERENCE PETER MARREN AIA LEED AP y r� . 1 D =JUN22023 E N LA R G E D V I E y_.... OSqOTCHISTORIC TOWN EqOMMISSpN s EXISTING GAP 7" t ; INSTALL 1/8" ROUND V/ STAINLESS STEEL CABLE MOUNTING WITH n/�► THRU-POST FITTINGS USING CLASSIC oy� BUTTON ASSEMBLY JUN 2 0 2023 DD TOWN OF SOUTHOLD HISTORIC PRESERVATION COMMISSION s=" i` O tilt 41 ms 6.0 MINIMUM "V_MmW2 . t�R�`•, � �C. 9 -!-w . aft ow WMF PAW MI, lot rr �� . 1 ux �� Al Ap _•{ _yam. �ct `;; L .:{' ;� 1't'1�it r-' ,, .'e ' E RUH AUG 2 5 2023 TOWN OF SOUTHOLD HISTORIC PRESERVATION COMMISSION ' E-- EXISTING GARAGE N .p GENERATOR CONDENSER CONDENSER t I s i I .L�![x:.tTfi22Y."7.1'2:ZIT:I=[:CZ7.>1.7.3.1.i9-17�ZII:Z.T:L7:TII�.IIx'is•r•r_Zi7]TA'3�[Z3.aZY:IZZII�S- _�:.. 3 PLAN TVP SPACING BETWEEN BOARDS INCREASED TO 1112" = I I J LL 51/2" 3" 51/2" 3" 5112" ELEVATION: 11/2"THICK MAHOGONY BOARDS TYP ALTERNATING BOARD WIDTHS I 675 SKIPPERS LANE ORIENT,NY MECHANICAL AREA FENCE 1/2"-1,_0 14 AUGUST 2023 +CI a f c , RA { ' C��T OF D Or Skippers 1� 1S TORIC PAESER ATI N GOMMTS�ION �'"'� Ik nt ar23 }�. (GARAGE I. { ..+fir :l;fe+ ....�., � .r-..w..•.rwrr `d'. A u h fit it F �. k!" ,y,7�', y. � 1;.'�� «� ;� �.t 1 ^�� •'ys,.: d"� j 4 i "°,, f ,� , oil 1,7r� LitI ,4 4 + + s s �+ '�� „�■ •��ray, yt� ,R •,..M"an'�,� �• .w. �t r v,% S Lk . ■ s {{ " IF r .- °.;.. ,r• dyJ. Ill ` r _ j 4 t ko4F'. YF.. r of f • ,„^r" Ri ,a r r d' T • �" �c [ ��,�Sof v t • �.' g �( S' � lapy �" ! �(_� �.•1. � �f ; it � y + k t, ■ N ry t T 4* t y 4 X 4 �+ x "f. r tr r II 1 � ,,�i pr,•fir._ f 1. r," J r - -. ' PF 41 s 1 ' 4•.. 10 4:�r 1 t ` r ti r = it �j,► i 1 � _ i • i f 1 r r- r r w ,r r � N . rt azz:== �oSUFFo�,�oo BUILDING DEPARTMENT-Electrical Inspector C2 x TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 l '� Telephone (631)765-1802-FAX(631) 765-9502 Temporary Certificate # &S Date 'Z / 2020 Customer Name W ILL) Electrician Name Los D L/ -n oi:::� Address 6757 Kt j5Arj- Phone 48 fo e-mail e-mail GLC)S S ISO al •Clam Phone License# Size-1,.00 A Phase�_Overhead Underground�� #of Meters Remarks #of Underground Laterals 2 New "H" Frame or Pole P Fire Reconnect Was work done on Servic . Y N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This veriticatio id f r 90 days trom a date above. Authorized by v I ;U- -DIN DEPARTMENT-Electrical Inspector r ` ILI,. DEC = 9 2020 TOWN OF SOUTHOLD Town Hall Annex . 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ; ' -Y;.4, i<y:•.�..,..°i,::Ti✓fthone (631) 7654802- FAX:(631) 765-9502 roger southoldtawnny.gov-- seand@a 6utholdtownny.gov gb • -APPLICATION FOR ELECTRICAL INSPECTION` ELECTRICIAN FORMATION (All Information Required) Da is: _1 a 'p- Company Name , p Name• ' License No.:ss — email: "jpcanq Address:_. Phone No.: JOB SITE INFORMATION (All Inform ion Required) Name �Q LE Address: 1 Cross Street: Phone No.: BIdg.Permit#: LW cL S 12) email: Tax Map District: . 1000 .....Section: Block: Lot: BRIEF DES.C•RIPTION OF WORK (Please Print Clearly) a Circle All That Apply; Is.job ready for inspection?: Y NO RoDhD1n Final Do you need a Temp Certificate?: CR3/ NO Issued On,?.Ma i:� 1a-(I-X Temp"Information' (All information:required) Service Siz. 1 Ph 3 Ph Size:&I' A #Meters Old Meter# New Service- Fire:Reconnect- Flood R onnect-Service Reconnected CUndergroun- -Overhead #Underground Latera! 1 2 H Fram Pole Work done on Service? Y N Additional Information: ,PAYMENT.DUE WITH APPLICATION CP Request for inspection FormAs BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD C*' z Town Hall Annex- 54375 Main Road - PO Box 1179 o Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 rogerrO-southoldtownny.gov- seand(aD-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: BIdg.Permit#: 5 5 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph F Ph Size: A # Meters Old Meter# []New Service❑Fire Reconnect[—]Flood Reconnect❑Service Reconnect❑underground❑Overhead #Underground Laterals F1 1 2 H Frame Pole Work done on Service? F Y N Additional Information: PAYMENT DUE WITH APPLICATION S �41, A�r KJJ C ' �- Ir 1 1 3fly en G ID cf-ve OA I'll ccu- n �c M O-tp, 9 r I ��`"�' Ain1/1 e5,4 I pF SOUjyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �Q �y100M,� BUILDING DEPARTMENT TOWN OF SOUTHOLD April 4, 2022 Orient Realty LLC C/O Ivy Crewdson 61-69 Pierrepont St. #51 Brooklyn, New York 11201 RE: 675 Skippers Lane, Orient Note: Final approval from HPC must be submitted before the Certificate of Occupancy can be processed. TO WHOM IT CONCERN: The items marked below are required to obtain your Certificate of Occupancy Chapter 236, Soil stabilization required. _ Electrical Underwriters Certificate. Final Health Department survey. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals required Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer BUILDING PERMIT: 45453-Z additions/alterations to dwelling REXRODE CHIRIGOS ARCHITECTS 19 October 2020 Town of Southold Building Department 54375 Main Street Southold, NY 11971 re: 675 Skipper Lane, Orient NY Tax map 1000-24-02-1 Enclosed Four(4)24x36 sets of Drawings for Review and Approval. Note that this property is located in Orient Village and historic. We have completed our HPC Pre-Application review Our HPC Public Hearing October 29th at 4:30. All other DOB applications are on file and complete. Updated Drawings dated 10.16.20 as follows: A-000.00 Title sheet S-000.00 Survey A-010.00 Site Plan A-020.00 General Notes A-050.00 Basement Floor Demolition Plan A-051.00 First Floor Demolition Plan A-052.00 Second Floor& Basement Demolition Plans A-100.00 Basement Floor Plan A-101.00 First Floor Plan A-102.00 Second Floor& Basement Plans A-150.00 Basement Reflected Ceiling Plan A-151.00 First Floor Reflected Ceiling Plan A-152.00 Second Floor& Basement Reflected Ceiling Plans A-200.00 Exterior Elevations -West A-201.00 Exterior Elevations-South A-202.00 Exterior Elevations- East A-203.00 Exterior Elevations- North A-204.00 Exterior Elevations Garage N-W A-205.00 Exterior Elevations Garage S-E A-301.00 Exterior Details A-302.00 Exterior Details A-303.00 Exterior Details 10 East 23rd Street, 6th floor New York NY 10010 T 212 387 7980 www.rexrodechirigos.com t'.. . r REXRODE CHIRIGOS ARCHITECTS A-600.00 Schedules A-601.00 Door&Window Types, Details S1 Structural Notes S2 Basement Plan—Showing First Floor Framing S3 First Floor Plan—Showing Second Floor Framing S4 Second Floor Plan—Showing Roof Framing S5 Structural Details Please call with any questions. With regard, Elizabeth Rexrode 10 East 23rd Street, 6th floor New York NY 10010 T 212 387 7980 www.rexrodechirigos.com _ r AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the hart of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: IZZX RO DE• E�A'.Z 3&T1 E 144- (Last 44•(Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater.that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director;partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted thisday of 20 G-4—op Signature PrintName �e?Cr CONSENT-JO W4rLTId N'. the�tt�dersiped,.doles)fiarc1 y ktatc:, That the-=al&mi67rd(i )(a TC)ih-C mu( f thcc,pre cs,i a the Tcy%Vn of $iasL�er@c�'.ln tccd. ��va lir*Cans_ q j�jj :is rho%wa And&Ndon�utd cm than SUAtilk,coutity'lrat asDistrict-1000, Seeticm 24 „Block ,JLOt;_J_�.._ Z'lli<i the unci rzi m €l °,asaJcd,.. r wp B�',be.fEl,ed .�tv icati.- in the c��ti�c�l�f Tar n F A3i:l.�iina,Lu p ct�r i e tur It followit�p-, a 4�RoFera9®t lan eating reerdence -Thattk u dcssi dlo'(e�).heraby,PJv6.cbi9 nt-tin the Ruil€ii,ng.lr�aTcctn Tm ofthe ToNm of Southol€l to'untttr uInin a1bvk: 'cr bcd..pWper%.includin any and all lauilalii lour a'ithr rc 5�y:t crandUct;such Inspactidn's agliaey�ally+d u m n�,� .�� . with ,Te,59wt u th&,aforesaici.appl eat%on, including in!wTculi;rans w&-treminc ttaat'said pr utis . i'�nlpfy a�i��Il 6f the la*s;t�ciinatic� �1'e�anc3 tc�E��i��F", f Floc, of s+ utbal�L. Thi.und UN''i?mcd.'in consrjtM—g toact i siie do(es)sa wi`th'the,kn Wgc� and and tinding tit .i l trnalir ri c9Yn iiri�ei rt ti�ue� n�i't� t df s� �i ii } cC,ionsiMNP b -used in sult�tiegcie�rpv� tcea�ic, i ,�, ilicf dae. �ia�s;`' rdiirYru ,, sales gar I1�,�.T,LLl21:LB{)771i.C5�ttIrG'r':r,��a�u dt:, t�t1�:51�9. , (sigm=e) (Font Npm�). (Vibit Na=) Building Dr:ParETnpnt A rrn:l'er:xtion (Wlv-n:Tit Apel icafiVis mor rhe.,O)•uciq1 Cltmcf—;,m,rru!n-X-!c r Orient Rfai lly LLC; TL-41£ing rllt hi-8�R p�rt1 4t et fiS�,af�i}klytl.,M1IY 112D tl P.iilta "a ,ncr's name.) (TylaUbtg. cfu) _ dO hC-.r bY.,',1ktthO-r1ZC F�aa,,1.��h Rcay:ndri Flaxati:tln f`hiinn�.,°µ fti�r::f,, it i=' t d?rrl;;In=r;i�IC� fl ' vt Ynrk.,ikll` 11]41 7 _m applyo m- bdil t4 1hc &rreufaf�Id Paaildirif.'.Mgp;lrtrufurit. er�RegIty-LLC �{�rint�t9aam�°�`y; i�anar�c� o�oSUfFo��,c BUILDING DEPARTMENT TOWN OF SOUTHOLD N a Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 pyo �ao� Telephone (631) 765-1802-FAX (631) 765-9502 Date SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS COMMISSIONER 335 YAPHANK AVENUE YAPHANK, NY 11980 Dear Sir: In accordance with Section 239f of the General Municipal Law of the consolidated Laws of the State of Name&Address of Applicant Elizabeth Rexrode Rexrode Chirigos Architects, 10 east 23rd street 6th fl, New York, NY 10010 has applied to the Town Of Southold for issuance of a permit in reference to property located on the: N 0 E W side of Skippers Lane C.R. Distance N S E W Village Orient Village Town Southold As shown on the attached survey or site plan (3 copies needed), dated July 28, 2020 We shall withhold further action on this application for ten (10) business days for the aforementioned Section 239f Very Truly Yours, Building Permits Only Building Inspector Date: APPROVED / DISAPPROVED / APPROVAL WITHHELD to the Town/Village pursuant to the General Municipal Law subject to the stated conditions: SUFFOLK COUNTY DEPT, OF PUBLIC WORKS By: CHIEF ENGINEER REXRODE CHIRIGOS ARCHITECTS 1 September 2020 Town of Southold Building Department Town Hall Annex 53095 Main Road Southold NY 11971 = Attn:HPC I Tracy Dwyer a Re:675 Skippers Lane,Orient NY Enclosed application for 675 Skipper Lane,Orient New York. Note that the residence is Landmarked. Please forward a copy of the Notice of Disapproval required for us to proceed with the Landmarks Preservation Commission review process.We have scheduled our Pre-Application Meeting with the Historic Board for September 15th. Enclosed documents as follows: Check in the amount of$50 payable to the Town of Southold Building Department Application for Building Permit Section 239F form Consent to Inspect Building Department Authorization Agent Representative-Transactional Disclosure Form Survey dated 7.28.2020 One(1)set of 2436 Plans Please contact me with any questions. With regard, Elizabeth Rexrode betty(cbrexrodechiriQos.com C:917 3401979 10 East 23,d Street,6th floor New York NY 10010 T 212 387 7980 www.rexrodechirigos.com SURVEY OF PROPERTY N AT ORIENT TOWN OF SOUTHOLD 4.P�, SUFFOLK COUNTY, N. Y. 1000-24-02-01 SCALE.- 1=20' 01,� � ,• �,��� SE JUL YBER 11,28, 2020017 All%�� \ s waL 7�7►,) S � j` � f y ,.Q /''o Ste? Ir G�. �v-00? oll Is Polios Allo�F h/STo Rz �9� P�� sof NEW ® WELL S°G/Fj�, o — ° y�� "C•ME 7-. -,f- SET ,f- SET REBAR v. f ■ PIPE CERTIFIED TO: }}. ■ MONUMENT STEWART TITLE INSURANCE COMPANY � `� ANY ALTERATION OR ADDITION TO TH115 SURVEY 15 A VIOLATION ORIENT REALTY LLC LIG. NO. 49618 ` Na 1a .5. OF SECTION 72090F THE NEW YORK 5TATE EDUCATION LAW. PEG g0W P.G. EXCEPT A5 PER SECTION 7209-SUDDIV1510N 2. ALL GERTIFIGATIONS 1631► 76 AX (631) 765-1797 HEREON ARE VALID FOR TI-115 MAP AND GOPIE5 THEREOF ONLY IF -�r P.O. DOX 909 5AID MAP OR GOPIE5 GEAR THE IMPRE55ED SEAL OF THE 5URVEYOK. AREA=131 / SQ. RT. 1230 TRAVELER STREET WH05E 516NATURE APPEARS HEREON. F17_086 • 50UTHOLD, N.Y. 11971 REXRODE CHIRIGOS ARCHITECTS 17 December 2020 73 Mr. Damon Rallis Town of Southold Building Department f 54375 Main Street l' Southold, NY 11971 DEC 2 1 2020 re: 675 Skipper Lane, Orient NYS Tax map 1000-24-02-1 Via: Fed ex (fol f3' "so— 2 f g-1(05 -S 9 40 O (021`3 damon.ral lis@town.Southold.ny.us Damon, I appreciated our call the other morning and the procedure to request porch modifications within street Building setback within Orient Village. Enclosed for your review and consideration: Verification of Setbacks • Adjacent Property Set backs from Property Line for Dwellings within 300' of 675 Skippers Lane, signed and sealed. • Survey for 675 Skippers provided by Peconic Survey 10.1.20 providing setback from PL of Skippers Lane • Survey for 505 Skippers Lane/tax map 1000-24-2-2, signed and sealed by John C Ehlers Land Surveyor, dated 06-09-2004. Note this survey also notes setbacks of 435 & 355 Skippers Lane DOB Amendment for permit#45453 • Attached Four(4) sets of drawings for modifications of rear porch to amend permit#45453. We respectfully request a'Letter of Disapproval' so that this may be submitted and reviewed by the HPC. Please call with any questions. With regard, Elizabeth Rexrode 10 East 23rd Street, 6th floor New York NY 10010 T 212 387 7980 www.rexrodechirigos.com Y 5lJRVEY OF PROPERTY SITUATE: ORIENT TOINN: SOUTHOLD SUFFOLK COUNTY, NY " SURVEYED 06-04-2004 � PROPOSED HOUSE PROPERTY l •'•, W E NOT UPDATED II-07-2006ELEVATIONS FOR FEMA Z + FRONT YARD 5ETEW-K5 OI-04-2007 Al, / s►6 0 S 5UFFOLSK COUNTY TAX• `� 1000-24-2-2 t' �+. ' ti� 9' cvwa�70. 101 Jommdm CammoowplW Ind Tick Iasmwa compiny Z','(' 0'�-j(j, , 1: V s5 e° �' ftti jee + is q • I A, R � 40 1� \\ F ' • '`005, '�a •/ • '71 •� ,.�s � Lot Coverase "..� E.1sting Hovse 1,553 5.F.or II 96 �� ' l�s •61p' ° Proposed Hovse 1,491 S.F.or 10b% ; 3 p� /�.*°ca a Garage 383 S.F.or 2.7 96 }� ��cS7 A 0 p� 14-24 ' ``SOV q Proposed Howe and Garage 1,874 5.F.or 135% YSte a NP. o .1 ''oJ`�' l `yY � -� NOTES: 0"'. y 00�ao/�y of. 0 PIPE FOUND AREA = 13,715 eF or 031 ocres PROPERTY ZONE R 40 JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.UC.NO.50202 ELEVATIONS REFERENCE NGVD '29 DATUM RMERHEAD,N.Y.11901 369-8288 Fax 3694281 REF.—\\Compagxrve"s\04W4-223.peoor000sed 14 1 505 SKIPPERS LANE SURVEY ME I -1 CREWDSON RESIDENCE 675 SKIPPERS LANE 12.16.2020 REXRODE CHIRIGOS ARCHITECTS RENOVATION OF: ---'--'- - _--- —' ---------- ------------ SON -- -- --— ----- -- 11___._______ - ---- — t RE D :A ;r,, j ,: - - - s - - - ,__- - - - - z . , : - RESIDENCE ,v, - Y A;;,. „ �: : . , . „ , ;,: DECO CO .1�1 - '. T COVERAGE . t'- : ; - - - ,,' ,� f,: U Y EY' S RV OF<PROF'RT �_',.; E Y.. E KIPPER LAN a 675 SKIPPERS N LOL . '.i: - - - - - ,.,, -. LOT ARTA 1J 81 R LOT AREA 13817 a_ r : ._C '-:."�i.f_:., SG 5a _ +. - '>AT:ORIEIVT':'- IE 11957 R NT NY ,,,,{= O 1 HOUSE 2 50 Ft 0(167N'G USE-1302 E7(ISIING . ' HO 50 FT, -. ,.', - .... �:.:_. (�,. ..,..-.:�..-'., f - - Q 1 T! 'T WN:�OF'�SOUTH LD 3 - E%fSIPIG GARAGE-J7 SO FT COSTING GAPAGE-37J SO Ff <; r 307 - DOSf01G PORCHES- SO FT PROPOSED PoORCH 209 6 0 FT r, UFF'0 If'COUN .Y'=,'11T' S L T ,. E7(tSTING DRNEWAY-578 FT PROPOSED PoRCHFS-628 ::i:,.':�' `; '9 - - - .i , -.ti.. ., __ -. ,.... . 095DNG SIDEWALK-89 FT PROPOSED TERRACE-250 '. :: „a,..,.,, .., .,.•a,;: _ _- _ - _ 50 50 R �2 2-01 1000 4 0 TOTAL FIS 2645 FT TOTAL 5 FTS 2 762 S FT OT SO SO 0 0 _ _ —20':. _,-': ', - SCALE}%1' 1 645 138 7�19.148 2,762/13,817-20E 2 ,r H 1. RIXR DE CHIRIGOS ARCHITECTS `t+' ii sEaTEiu fR it o`i O itlr, MAY B 20 = >:..., r _ 78:' " r OCTOBER.! 2020 DECLOT CO -, ' I .1 "„ VERA15),. i' rl ?: f 1 EA RD ST. 6THFLOOR 0 ST 23 6T -_ _... ... :'.�; S NEW YORK NEW YORK 10 10 i,; 0 ;:;: 11 r:: - 'i! - a„ N i 212 7 8 F 212 260 2794 z T 387 9 0 `v - P. „ i _ _:,': CP' l N.i ;.i.. w;'.• .._- :, ii O:` vr, ,. 1-t = n3' 1. I,'-" z v,� I f' - '�INC�-� - �P�_� - r ELt :,C_ DW ='l STRUCTURAL ENGINEER: 1` ' � .. a G; a. _ - t; 0. y'GPi 1 1, - Y 1, a 4 =z'".: y', e `3�1- -r :`�F� EVAN AK ELRAD is ,s S BLDG. , ,�,;,.. . ..r,,.__.:,,.,' a....' _.. :,_ .. : - _ - ,� �. F'• ' s, } IAEA OF-W0.L. _ z1- " .. { 1. - i•. y - _.... . . ,. ,. -_,.- - - _..> i.: .,, :-, 1:,- ; _� I. -i`' - - l:.- - {; r' 16 JAY STREET FL 3 ° .,, .. :' ::'z :. 1 NEWYORK,RK NEW YORK 0013 3• O s, _.-err Fy.. ' .,T,: ar ,' T 917 90301 ':.j C - 68 ::y: 'I- - r, ,.._� r- - E 8:3r r. _ L l' - U FOR DATE 1 = ISSUED TO R II 1, ,._ „i +%,, i :} r - ,t 0 DOB H C 10.1 B 2 a`: ".' P .. -,: - ; , OWE!LING , .�. ..,. :. . o"' a ::- DOB HPC REVISION 1 12.1 8.20 - - - R GP. UNKNOWN _.�. r, - 1 ^u _ a - .il. a� 1 q. 1. I, 4 x is EL_9 - i5' f "<<" a4 v �' , - :1' . /, :�,-,.. 1 - WELL s 30 -r s l._ r't_.-.�r WELL`:' -'WEL- Ir- ''r' - - ':G °OVER'1I50 A - _ P' A' 9 �) 1 r _{ %/ �J a �' �`�r - 4 N �, 9 :I,: NO „{ i wuK J: - r fit+ 4 o et- "a'. IN BASEMENT TO 8E ABANDONED / { 4.' SANG HELL r'' EA1 l P - EKaMED� 4 . 11�I Q� I�2 �' t Ie. �I' 'l��\ d'' ` %/�/ '\. l'',V V � 11z - Oe 3 O.- TREE. �� EL;'10. W :!;' �m d o-r }' O4r 1,' nsr Kn c,;.`': 'bo t o- •l. .i� - _ - - - r� 1�1,p, S ✓u r R- k, s F 5y -�f �:` R I 4,. rri - '- 1.6. a .0 r. CP yP� c ' EL 9T: I: 1 i i' CfO5IW0 yy, 9 Kcu w - _ .4F. e• \/ , ,:1, �i' 1. Mc PlieOt!! '®'. h O WELL P' a Ca.9tEa - 5 l' 0' tl E L 5.8 ): 6 z t /,+ EL 9.4' EY o. - K a' Ge 2 vu i 4 A BAR ' • RE �% Q - Qr - - - - - o -aA ,, � ' ED a f Aq t E HELL a - S 7 GY I'� 't�. :1: - GS T qq�� t �b d - - •-11' - br, - -s`P P sil' O N ! Q4 TEST OLE 'r. o• - a 6 A� t e*=�.; 4 �.,: tl` _• S' �e r / STAKE 90 � .l '`. 1Y. .'s4o 'i`- - - - - h :,; • PIPE w _ - c` w .1` \' 1 C N G LSON 0 C C :,�: OVER ■ eMO U ,. „. o- ,r. ... ''. , ,:: :', '':. - DWELL O1.J,. Y - Yx9 s %% 2 D PLIG r- .. - _ - HETL.AN - `K " _ w m UALITY POLE :,_.... . . v. _, L - - _ -_ , Ni �,, , -. O p+:..' - N' •F E O N• i.,,' J ^J _ _ E NMR T --�: - - H' < rT. f , y' s' r o� T 1 O .1, P: T. 9 C V r A R `'i t DRAWING TITLE c c` �a•• c �QEVADONS REFERENCED TO NAYD BB .••':'.�. ....� �"..,�Q(;r':~-., - l� a ;:I. _- O rl _ • .E 50 �i � ' EL' 9 s�+, l.:• I am IamBtar rIN the STANDARDS FOR APPROVAL AND O'WISTRUCDON OF :=I,' F 'Jln:. - YS S FDR SINGLE FAM/LY RESIDENCES - - ,• - AGE DISPOSAL S lEN ACE SEW n: SUBSURFACE !- //_ In and on the ermtt to 1� forth them - R e b the condlNons set S U VEY and rD abW P rL o am Iran y co d of rills and ca ods sh rn hereon Wcl The I �i�l " eons ssp tip - j, obserwt/ons and or Iran data obtafned from oMem. l _ Raid , ;�I'. - `L, i- ?- NO'.• NO�' 49618'- !i'' Y AL Q4 ADDI110N TO THIS Sf1FVET'/SA NOLADON OF SECRDN 72090E THE a, .r,,, r - - - - -'�,c AN - . - - PEE,ONIG Y P.G. - - I.:- : NEW MRK STATE EDUCATION LAW.fYLEPT AS PER SECDON 7209 SUBOINSION 2 A11 _ - - _ r..,'. ,.,:. ,., _ : _ : _ ',".f6J0 7ti5-5020 FAK<163lf'765=•1797--'i__ ;_'.'.'-'; CER7iRCARONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID - _ _ - - - .,'1.11__?'V� ;;i coPlEs BEAR 7NE IMPRESSED SEAL OF THE SURYEMR WHOSE S GNA7URf ' .,_' AREAm13;81T,SO.'F7: `. ., :' :.:,,i' :' _ P.o.,t>ox.909 ' MAP OR -ry pC APPEARS NEREON. I f;- :_, �, LP •:':}>., ,:1270 TRAVELER ITP.EET` Z/-OB6. ,Ga _ ) f i ;SOU7HOL0.RY.'.11971.' ,t ,VcI ,i I. :.: . , 't;.'...' _ t t.: 'C P° 1RVE SUY S-000 . 01 SCALE: T'=20'-0• DRAWING NUMBER: ©REXRODE CHIRIGOS ARCHITECTS W 0 tyz 0 a w 0 SKIPPERS LANE EX'G CONCRETE SIDEWALK EX'G CONCRETE SIDEWALK J PROPERTY LINE TO EDGE OF SIDEWALK �4 N FACE OF DWELLING TO PROPERTY LINE I1x NEW PORCH � 435 TAX MAP NO. 355 I I 1000-24-2-3 TAX MAP NO. 0 m 1000-24-2-4 675 TAX MAP NO. I 505 1000-24-2-1 1 TAX MAP NO. 1000-24-2-2 I I If . — . _ e 13333' e e e e a <�m C 1 ADJACENT PROPERTY SETBACKS ® ,:� T 5('.6�F• 1/32'_ �'-o• ""�': - _�; i P y �a CREWDSON RESIDENCE ( �l� �ea ' TO 12.16.2020 675 SKIPPERS LANE,ORIENT, NY REXRODE CHIRIGOS ARCHITECTS C [RE wosom IRI9O10) IENC I ARCHITECT: STRUCTURAL ENGINEER REXRODE CHIRIGOS ARCHITECTS EVAN AKSELRAD 10 EAST 23RD STREET, 7TH FLOOR 16 JAY STREET, FL 3 NEW YORK, NY 10010 NEW YORK, NY 10013 TEL: 212 387 7980 TEL: 917 689 0301 DRAWING LIST: ARCHITECTURAL STRUCTURAL A-000.01 TITLE SHEET � Si STRUCTURAL NOTES , S-000.01 SURVEY S2 BASEMENT PLAN-SHOWING FIRST FLOOR FRAMING A-0 0.01 IT PLN S3 FIRST FLOOR-SHOWING SECOND FLOOR FRAMING A-020.00 GENERAL NOTES S4 SECOND FLOOR- SHOWING ROOF FRAMING -050.0 SEM T O IT ON PL/` S5 STRUCTURAL DETAILS A-051 .01 FIRST FLOOR DEMOLITION V LAN A-052.01 SECOND FLOOR DEMOLITION PLAN - 0 .00 A-101 .01 FIRST FLOOR PLAN 1 A-102.01 SECOND FLOOR PLAN A-151.00 FIRST FLOOR REFLECTED CEILING PLAN A-152.00 SECON 00 LI G LAN A-200.01 EXTERIOR ELEVATIONS-'WEST � A-202.01 EXTERIOR ELEVATIONS- EAST � A-203.01 EXTERIOR ELEVATIONS- NORTH A-204.00 EXTERIOR ELEVATIONS GABA E N-W A-205.00 EXTERIOR ELEVATIONS GARAGE S-E A-301 .00 EXTERIOR DETAILS A-302.00 EXTERIOR DETAILS A-303.00 EXTERIOR DETAILS A-303A.00 EXTERIOR DETAILS0 . � THIS APPLICATION IS A SUPPLEMENT TO EXISTING PERMIT #45453 L� A-601 .00 DOOR & WINDOW TYPES, DETAILS DEIDA, RTMENT OF BUILDINGS 10 . 16 . 202a HISTORIC PRESERVATION COMMISSION 10 . 16 . 2020 PHAR�$A DEPARTMENT OF BUILDINGS 02 . 18 . 2021 .261 HISTORIC PRESERVATION COMMISSION 02 . 18 . 2021 RENOVATION OF: CREWDSON RESIDENCE C E Ir, f # fU 3 :I a i" �, COVERAGE li } _ DEC 7 d •4 r v" f I t' I „ I "5" k ,J - rn. d�' - 7 --t`•'a f' c r° SUR �h Y: �o.� 1• '7 R o� , ERS' y„ =� Y k 75 KIP P 0 RAGE SKIPPERS PROPOSED LOT COVERAGE, ��- :u. E R i LOT COVERAGE - EX � S LANE '4b _ 4 3 .A °A 54 ee � J` 1 ='Y 5'r ' y,t e•. R 13 817 S Ff i; LOT AREA— {` 7 FT q ' OT AREA q X w"a n A� j "; t RI :I '.r� E 'Y�L �'i i , I a , ;:.t. a "x a C 'fib r' 5 dl t ^i i r„ '3 :k a, _ v A +y i ir' 4'' a�s 1 a '•9,� a ._,t,., , •� , , i' - S EXISTING HOUSE— 1 302 EX E FT 02 S FT q ¢�` NG HOUSE 1 3 q , EXISTING ORIENT., EX / '� NY 1 9 eI 5 , 7 1= war o I sa HO - EXISTING GARAGE- 373 Sq FT EXISTING GARAGE 373 Sq F7 r S�' — tr1 STING PORCHES— 9 S EXI PO S 20 3 S FT FT 30 q STING PORCHES— J - EXIq r t�3e OM1, � - a is SV i r a i 'f' 4 L , aU a NTY — 1' Y 628 ''>� PROPOSED PORCHES S 7 f lV Y 8 S FT FT I ING DR EWA 5 q �''" J' 1 `T F S Y1, ✓J,, l a Qt 4 Y? 6 i'. r.` — 0 Y - ROPOSED TERRACE 25 S 89 S FT Q FT ,.: - EXISTING SIDEWALK q x, 1, 'a. , 4 "S r= ,9' tyy .'+1 0 4Ya � T�� 10 _ 2 76 S FT is 24--0 1 - TOTAL S Ff- 2 q A SO 645 S FTARCHITECT: TOTAL S FT 2 , 0 L qI� SO d , i �ti- „F'pY A'! I 7 i i� SCA L.E• r• , - 'ate „�'.. , . 1 --20 20% V , , k w' f 1 T'3 - 2,762/13,817= 2 4 81 19.14♦ a a� n, " f• .. SE P M _ 1'E' BER 11 .'�,,�, I„ 201 ,. •a+ REX y ROD , E CHI RI =>w:. GO , ARCHITECTS TS , M AY °d > 8 O1 t� 2 8 t 6 > 8' , I O OC 8ER i .,1 2020 DEC T' COVER , AGE 1 3' , a. ,a •i' >9 t 5' 'f G+ 9 , 1 3 , q a , s f , i ;5 uz n , J>, '- y{ "S 1 Y 10 EAST 3 2 RD ST., 6TH FLOOR a' 1 J 1T' I :t: rl 1 r' r !. NEW YORK, NEW , YO w,y RK 00 '3- - 1 10 1 �A t °9 6 r - . T 21 2 387 7980 F 212 260 2794 1 a 4 , .•t a 1v --p y 6p) 'f s. a i kv'- - �a � F' .J l 1 f` `�i f• t 0 1' r' J # I # .Y, � x r E LL iNf� d.. r DW - �,- I 1 'tl F� 1 :'•�j•'.�J ' STRUCTURAL RAL ENGIN E E R: b r n x1v _ ,T , J� S VE 5 i' R-• 0 :a O .1 ! • ,1 R It`x ,y =1' S�o { } i L •rJ sY--~ , VI'• 'Shy , 1 il ,1 ♦' h r t4. J� ovj" - 4' i J 1 f r J } 1 'a I f.' t' . 9 i• - - -�Y a �>vY r .'AREA OF: WELL EVAN AK AD i ?F tt •.'. 4 5j33 t '.S s 4 In 3= a• r r- 1 f` �1 I1 e 1- e' a S 0 4' t1 'V :r m 16 JA ET FL 3 T 917 689 00301 P �'XJ, ,?,., •4 i'• ,a' Tfi.W's_iw,J` V,! T yy 1 � dd t' 1 :l41, • NE NEW YOR ' , qq P - i # - � ,i ! 'I $ 1 , r '-%:.r;' .r , i ,, � r y `1?„a"6`,,• ,+f k i`,'s;rr d -r f• �•EL .3 + i t a �y I 1° 1 - , 'Lr• 'S ISSUED r� FOR DATE 9 1 • S # n ,J n 'S + v, Yry ars' - - t 3 .I R r n t' , }:: s �,r t' �r h' A- P ,''S�° �'S:i , 'ab D - � OB HP C , 3 10. L i , „�� r 16. 20 E N 1 ,i DW ', '; a 1� i b? \.-'n d • ., , - , '-1 ,1 UNKNOWN OWN a� �- P N �:�r r T�N 'i - DO B 0 a, 2.18.2 021 t -�, „ d •i t > E�. 9. i I i t 3 , •ts Oil , ,j d_ a1,-yC 3 r � > r a . 1 , 1 .. OWELLINC� 9 9 WELL r S I WELL LL 1 a, `G.P OVER..150. - - 6 WALK NOTE: °,' z r 'v TO 8E , ED. P ON AND r BASEMENT 0 BE AB L IN BAS T � , s �EMovEo , EXISTING WEL �I. �'� EL ,10. J' —EXISTING` l/Tj� SROWELL / y TEST 96 TREE' t "1 � r ,f � EL 9.7 ' 1 �� h , M•�• ' EXISTING , . . WELL, IN Q- ,J,n EMENT � +' d - BAS - .� 1 •L� t• - `.r•' ."t•moi, '^ ;11 O NEW BALCONY I. O y��• . , (3 WELL 9' & COVERED rf t A C PORCH o , EL 5.8 A S 'I w s c EL 9. 4 1' I. G MF F' vl� Y � h- , r N' 0 , e -J t (J S 1 r, . t — I' o EBAR , •#xP t. 0 0 �• 1�4 ,�y� O "V I - "`r V •3 S 1 ED 3 R LL J WE ro ti I, ey;i 4 A a 1 ✓j 1 v f 1 OLE STN 7F �y a' 4• I s J' J a �W a H 9 - O f # , d a , r t — Y 1; ® AKE ST 'r' �R -a. a Pr i. =s (r I. r. ^r �/� el i '♦ 7 <<4' I; i r �. 1�I0/F�. — b, a PIPE C I k ,til: "'3 v �1 5> Y d . t- fl - '9' 'U O -i- •r IL5 N a , �CC i ) C C ov ER — - ® ON MENT P 5 WEL IN G7 1 ,. S' i „�. - 9 f rr x O O ! z•, Y u � �1. t 3 , 44 S a l' u. '1- ,3 'Y N LAG # Y 1 2 RA D F ro 2 WE s P 1 'I 't J i I 1 p K a # s i. -- UTILITY POLE4 1: HYDRANT „ ..�/S : , ,��� ' 1' tr1 - _ , , , , �(�' 10 ELEVA nONS REFERENCED TO NAVD $$ � � DRAWING TITLE /, G o, EL, 9.7, F o s AND CONSTRUCTION 0 0 APPROVAL � It STANDARDS FOR famlllar w h the STAN R ,> om 1•'t r •4 I S - 4., FAMI Y S1 SINGLE L RESIDENCES OR S MS F DISPOSAL SYSIE ' SUBSURFACE SEWAGE ,. '•'m _ b<r, i and on he erm/t to I rth therein t !Ions set fo , !Il oblde b he cond t , w ;I and - aP . _ SURVEY r �+ n hereon are from how h o s The iocatJon wells and cesspools # �1� ns Eruct Th of w o � c - - � 9 hers. . - d from of b falne ' r ns and from data o I obse vatlo or m field •4 A 4 3 Y ^t' .a 1 i 3� -a <3 b � �NO ^w ,A 61 f. A+ aj t N lam' e r oLAnoN o E �* 'n. S V/ F SECnON 72090E 7tl SURVEY/ A /S S I A NOR ADDI nON TO THIS -'� ALTER n0 a ANY t''9 . f'E - GONa/ U EYOR S� 't -Y� G..'S .Y, ST i+ i., f- 33 } °— e SECn 2 9 SUBDIVISION 2. ALL `'i i'" a. AS PER - DU A N W. EXCEPT '� T E C TIO LA E YORK S ATE �r # ,,. i' Y'h� � - ' ��I b31 765—502 F" X ) 0 NDCOPIES R OF 0 Y SAJD P ATHEE ONLY IF'IS MAHEREON A / FOR 7H - nF/CA nONS H N RE VALID �`> I T - P5' i _ EA-713,8�� �O d, �V A` AR RP' THE SURVEYOR WHOSE SIGNATURE �- O F :� ° � •�1 80 P SEAL 0 . , X COPIES BEAR 7H IMPRESSED OR E l AP ,r i J .E { rp r' si , LP } V - ON. S+:! ARS HERE �• I" 'r~`• .'3a�'' E PP - - A t - _ 23 R 0 T A EL.ER E r' V •5 T F:E ai •#" - 1 A•. 4S n- -P ,a i t Y 1 50U HDLD 971 i t I , 1 fl=S =1 V 1 T , .S F 1, tnt. t ry 3' , y >� a •rR�' til.','""„ i' �J K •S• 1 Y s , r i h tid d P.• >i , atJ} i t -9 •a' k1 _ P'• mrd # Y,: 1 .P,'• ly` 4' t �a 1 SURVEY S - 000 , 01 SCALE: DRAWING NUMBER: © REXRODE CHIRIGOS ARCHITECTS RENOVATION OF: CREWDSON SKIPPERS LANE RESIDENCE 675 SKIPPERS LANE F_ ORIENT, NY 11957 EX'G CONCRETE SIDEWALK ARCHITECT: I REXRODE CHIIRIGOS ARCHITECTS 135 25 NEW UNDERGROUND a C° I ELECTRIC FENCE 9Lu I o EX'G TEST WELL _ 1 10 EAST 23RD ST., 6TH FLOOR I o I o NEW YORK, NEW YORK 10010 C-4U ELECTRIC METER ON T 212 387 79801 F 212 260 2794 N H FRAME WITHIN I c� LANDSCAPING, FOR I x BELOW GRADE WIRING Ld CD STRUCTURAL ENGINEEIR: I 10.46' 32.1' 1 I EVAN AKSELRAD 40.4' 9 -0 EX'G ASPHALT I ir DRIVEWAY I NEW BALCONY I i SLOPE ! SLOPE OROHERED 16 JAY STREET, FL 3 NEW YORK, NEW YORK 10013 I Lq I T 917 689 0301 5.7' o 1 / \ I 18.4' ISSUED TO FOR DATE — _ FRONT YARD SETBACK — _ — _'Z z SLOPE SLOPE DOB/HPC 10.16.20 EMERGENCY I GENERATORI I II Al DOB/HPC REVISION 1 02.18.21 C) ; I z _� CN EX'G GARAGE Q J ! I d SPLIT SYSTEM / TO R MAIN c; I N x HVAC CONDENSERS I J I LANDSCAPE of SLOPE SLOPE SCREENING HVAC I 18.3' zo EX'G SPLIT RAIL FENCE I \ Y U I SLOPE SLOPE I I \ NEW SCREENED IN PORCH ADDITION I ILEX'GIN I 1 I FLAGPOLE I I� I I 1 I NEW UNDERGROUND \ NEW BLUESTONE PAVING o I ELECTRIC FENCE �N/pp�,l °D HI A, p �p0/c_ \ ~ FJ \ 27.72' I I I I � • 261�9� � I L � 10' SIDE YARD SETBACK J 1 I \ I DRAWING EX'G SPLIT RAIL FENCE-1 RAW I N G TITLE � � - - - - - - - - - - ---� 1 N 64'45'40'W \ 133.33' SIT E P LAN \ EXISTING LOT COVERAGE PROPOSED LOT COVERAGE LOT AREA- 13,817 SQ FT LOT AREA- 13,817 SQ FT \ EXISTING HOUSE- 1,302 SQ FT EXISTING HOUSE- 1,302 SQ FT EXISTING GARAGE- 373 SQ FT EXISTING GARAGE- 373 SQ FT OYSTER PONDS HISTORICAL SOCIETY EXISTING PORCHES- 303 SQ FT EXISTING PORCHES- 209 SQ FT EXISTING DRIVEWAY- 578 SQ FT PROPOSED PORCHES- 628 SQ FT EXISTING SIDEWALK- 89 SQ FT PROPOSED TERRACE- 250 SQ FT TOTAL SQ FT= 2,645 SQ FT TOTAL SQ FT= 2,762 SQ FT 2,645/13,817= 19.14% 2,762/13,817= 20% .1 SITE PLAN _ SCALE: 1/8" = 1'-0" W 0 . 01 DRAWING NUMBER: © REXRODE CHIRIGOS ARCHITECTS RENOVATION OF: CREWDSON RESIDENCE 675 SKIPPERS LANE ORIENT, NY 11957 EX'G BILCO & EXT STAIRS TO BASEMENT. ARCHITECT: REMOVE EX'G DOORS AND REPLACE WITH NEW REXRODE CHIRIGOS ARCHITECTS REMOVE EX'G PORCH (CONC, HORIZONTAL DOORS POSTS AND ROOF) FOR FLUSH WITH NEW INSTALLATION OF NEW PORCH. DEMO TOP OF CONC WALLS AS REQ'D D.S. _ _ - - - ] F - - /T - - 10 EAST 23RD ST., 6TH FLOOR I DN 2 RISERS `i I // I \\ I NEW YORK, NEW YORK 10010 T 212 387 79810 F 212 260 2794 MODIFY OPEN'G FOR K I NEW WINDOWS EX'G EXT 7 I I \ I / I SHOWER STRUCTURAL ENGINEER: I I �� °D.S. �I/ D.s. EVAN AKSELRAD 108 WC I r I u II I I I I I I REMOVE EX'G III II \\ I I I EX'G ENTRY DOOR TILE THROUGHOUT 16 JAY STREET, FL 3 EX'G II NEW YORK, NEW YORK 10013 � I L _ � TO REMAIN, REMOVE VENT TO & PROTECT FOR II T 917 689 030`1 REMAIN o REINSTALLATION III EX'G I I II GAS I UP I 107 MUDR00M I I METER I I 105 KITCHEN DINING RM III ISSUED TO FOR DATE � II EX'G STAIR DOB/HPC 10.16.20 TO REMAIN REMOVE EX'G SINK, PLUMBING, STOVE & j j IIID DOB/HPC REVISION 1 02.18.21 109 CORRIDOR MILLWORK REMOVE EX'G DN ��1�� I I IN-FLOOR & WALL HEATING L J II ELEMENTS o REMOVE EX'G o WINDOWS & 0 LOWER SILLS FOR 7 NEW EXTERIOR w DOORS II F_ —1 III I I III I I REMOVE EX'G 102 TV ROOM L — J I I IN-FLOOR WALL HEATING 103 LIVING RM EX'G ELECT. ELEMENTSMETEIII RELOCATED TO BE EX'G ATEED _WPI ITILE ,� III III I III I III I EX'G WD FLOOR TO REMAIN EX'G ENTRY DOOR TO REMAIN, PROTECT I D.S.O .�Ej.RED pgcy/ REMOVE EX'G REMOVE EX'G � II / REMOVE EX'G WINDO � WINDOWS FOR NEW SCREEN DOOR 'tiliL FOR INSTALL OF NEW, FOR NEW TYP THROUGHOUT 1 # -101 PORCH 26129 REMOVE EX'G COLUMNS FOR DRAWING TITLE INSTALL OF NEW ❑ ❑ ❑ DN 2 RISERS ❑ 0 D.S. FIRST ELOOR DEMOLITION PLAN 1 FIRS'-_F LOR DEMOLITION PLAN SCALE: 1/4" = 1'-0" A- 0 5 01 0 DRAWING NUMBER: © REXRODE CIHIRIGOS ARCHITECTS RENOVATION OF: CREWDSON RESIDENCE 675 SKIPPERS LANE ORIENT, NY 11957 ARCHITECT: 1 REXRODE CHIRIGOS ARCHITECTS REMOVE EX'G PORCH (CONC, POSTS AND ROOF) FOR INSTALLATION OF NEW - - - 10 EAST 23RD ST., 6TH FLOOR I I NEW YORK, NEW YORK 10010 REMOVE EX'G EAVE AS REQ'DI T 212 387 7980 F 212 260 2794 IFOR NEW PORCH I I STRUCTURAL ENGINEER: I I r EVAN AKS ELRAD I I O D.S. I I I REMOVE EX'G WINDOWS II FOR INSTALL OF NEW 16 JAY STREET, FL 3 I I I I I NEW YORK, NEW YORK 10013 ll II REMOVE L-_'� I r---- = 917 689 0301 205 BEDRO I OM AND TUB 207 BATH I / REMOVE EX'G PLUMBING III I I II WINDOW FOR III I I rr I INSTALL OF NEW ISSUED TO FOR DATE RETAIN FOR DOB/HPC 10.16.20 REMOVE REUSE 1� DOB/HPC REVISION 1 02.18.21 EX'G WINDOWS FOR INSTALL IIS i� 11 / OF NEW i ==h204 ATTIC SPACE I I REMOVE EX'G DN � L ------- I�WINDOW F_ -1 1 201 ICORRID07R � r��77��J]7777777��JJ77 J LYILLCIL/min III 202 BEDROOM 1203 BEDROOM REMOVE EX'G WINDOWS FOR INSTALL REMOVE EX'G OF NEW III I WINDOWS FOR II 11 INSTALL OF NEW L �EFi1ED ARC m r No• 2612g� Q+!- DRAWING TITLE= SECOND FLOOR DEMOLITION PLAN DICK OND FLOOR DEMOLITION PLAN SALE: 1/4" = 1'-0" A- 052 . 01 DRAWING NUMBER: © REXRODE CHIIRIGOS ARCHITECTS RENOVATION OF: CREWDSON RESIDENCE 675 SKIPPERS LANE ORIENT, NY 11957 1,2 A202 20'-6 (20.56') ARCHITECT: 1 REXRODE CHIRIGOS ARCHITECTS O O DN 2 RISERS O 00 NEW WD POR I D 21 D' 10 EAST 23RD ST., 6TH FLOOR & STEPS CD NEW COLUMNS /NEW FLUSF�/ \ RI ENNEW YORK, NEW YORK 10010 1,2 i & PORCH / I T 212 387 7980 IF 212 260 2794 A203 cn 110PORCH I HATC DOOR I 1 \ 110A/ I NEW WINDOWS DN 2 RISERS I / 1 NEW SCREENED IN PORCH STRUCTURAL ENGINEER: / I 105E 105A o D.S. D.S. EVAN AKSELRAD o 107A 108 WC On CL PANTRY DN 2 RISERS wP NEW WD 10 A 2 A 1 NEW REUSE EX'G ENTRY DECKING 16 JAY STREET, IFIL 3 EX'G BB WR 1 BB SCREENDOOR DOR R, MODIFIED & STEPS NEW YORK, NEW YORK 10013 NG PLAN LEGEND VENT TO T 917 689 0301 EX'G CONSTRUCTION TO BE REMOVED REMAIN I 108A 1 (RIDGE DW AC 107MUDROOM EX'G CONSTRUCTION TO REMAIN WE DOWS ICL 107C Up I — ISSUED TO FOR DATE NEW PARTITION EX'G I 105A 104A 3 1/2" MTL STUD W/ 5/8" GWB GAS 2 I � � DOB/HPC 10.16.20 EACH SIDE (5" NOM. WIDTH) METER AC,QR I \ 1�109A DOB/HPC REVISION 1 02.18.21 I 2 � Ac BREAK LINE 3 1 OBJECT HIDDEN OR ABOVE 109 STUDY QR bB 11 2 WP DN 1 1 2 1051 KITCHEN DINING RM 1 PORCH DN 2 A201 104 ALIGNMENT I 107B _ — — 000 RISERS 2 I ST D REVISION SYMBOL 102A � 102B NEW 1 EX'G FIREPLACE TO 1 2 1 NEW WOOD C 2 AC REMAIN. INSTALL NEW AC AC a POCKET � DECKING A405 DETAIL SYMBOL P S.S. LINER, NEW P P DOORS 102A 4 MANTLE & SURROUND a 2 ELEVATION SYMBOL 1 AC ® NEW P SWITCHED 3 INFILL WITH OUTLET 103C 102 TV ROOM WOOD FLOOR 103 LIVING RM A300 SECTION 103B TO MATCH EX'G AWP NEW oa woRKRoora ROOM IDENTIFICATION WINDOWS NEW POCKET EX'G WD DOORS DN 2 RISERS FLOOR TO 4 AC P xx DOOR IDENTIFICATION 102B REMAIN O D.S. EX'G z/1 ENTRY 103A WINDOW IDENTIFICATION DOOR \ NEW MILLWORK Qp BOOKCASES. Tf REFER TO 4/A402 103A A. .SO St�RED 5 PARTITION TYPE D �Tw 102C 103A ? � NEW WINDOWS NEW WINDOWS � O DUPLEX ELECTRICAL TO MATCH ORIGINAL °m OUTLET– WALL MOUNTED ==@GFI DUPLEX ELECTRICAL OUTLET, PORCH GROUND FAULT CIRCUIT I—101I--� INTERRUPTER– WALL MOUNTED 1 2 -261 CPQ" A200 AWP DUPLEX WATERPROOF NEW WD PORCH ELECTRICAL OUTLET FOR DECKING TO NEW COLUMNS EXTERIOR USE– WALL MOUNTED MATCH EX'G DRAWING TITLE ® DUPLEX ELECTRICAL OUTLET– O O O O NEW WOOD FIRST RECESSED IN FLOOR DN 2 RISERS F P LA N 0 D.S. STEPS TO V TELEPHONE AND DATA OUTLET MATCH EX'G DEDICATED APPLIANCE OUTLET Q CABLE 1 FIRST FLOOR PLAN SCALE: 1/4" = 1'-0" A- 1 01 . 01 DRAWING NUMBER: © REXRODE CHIRIGOS ARCHITECTS RENOVATION OF: CREWDSON RESIDENCE 675 SKIPPERS LANE ORIENT, NY 11957 1,2 A202 ARCHITECT: REXRODE CHIRIGOS ARCHITECTS 1 SCUPPER �NEWWD TO 1,2 D.S. 10EAST23RD �ST., 6THFLOOR NEW YORK, NIEW YORK 10010 NEW DOOR & GUARDRAIL T 212 387 7980 F 212 260 2794 & FIXED WINDOW NEW EXTERIOR STRUCTURAL ENGINEER: WALL SCONCE 3 �� o5D EVAN AKSELIRAD D S. qp WS 2071M. BATH I BUILT IN 2 CLI BEADBOARD AC 05 1/2 HEADBOARD 16 JAY STREET, FL 3 W BB I & LEDGE, SLOPED I SLOPED NEW YORK, NEW YORK 10013 PLAN LEGEND 2 205 BEDROOM LOCATIONS TYP. FOR 3 ROOF BELOW I ROOF BELOW I T 91 7 689 030 -__- EX'G CONSTRUCTION TO BE REMOVED AC I EX'G CONSTRUCTION TO REMAIN o 1 2 05 OR 205A 2078 p wR,BB AC wR,BB i ISSUED TO FOR DATE NEW PARTITION 3 1/2" MTL STUD W/ 5/8" GWB DOB/HPC 10.16.20 EACH SIDE (5" NOM. WIDTH) 1 BREAK LINE 2 DOB/HPC REVISION 1 02.18.21 Al HIDDEN OR ABOVE AC n AC, OR WR O '� 05 OPEN TO BB _j 05 204 ATTIC SPACE I 104 PORCH O ALIGNMENT 104 2 I 05 2 AC DN AC OR REVISION SYMBOL 2 AC I 2 201 OR L- - - - - 201CORRIDOR C s DETAIL SYMBOL A405 02 02 03 202A 4 A710 2 ELEVATION SYMBOL 1 2 AC,QR AC,QR NEW I 202 BEDROOM I 203 BEDROOM 1 SECTION WINDOWS 1/2 SLOPE A300 ROOF BELOW oa WORKRIOOM ROOM IDENTIFICATION 1 1 AC AC SLOPED xx DOOR IDENTIFICATION 2028 OR OR 203A ROOF BELOW BUILT IN 103A WINDOW IDENTIFICATION BEA BOARD 1 AC 1 AC HEADBOARD 1/2 03 & LEDGE, TYP. FOR 3 �,eSEqRc 5 PARTITION TYPE LOCATIONS 1 CLH A. AC DUPLEX ELECTRICAL Om OUTLET— WALL MOUNTED GFI DUPLEX ELECTRICAL OUTLET, I GROUND FAULT CIRCUIT INTERRUPTER— WALL MOUNTED WP DUPLEX WATERPROOF ELECTRICAL OUTLET FOR SLOPED EXTERIOR USE— WALL MOUNTED ROOF BELOW DRAWING TITLE ® DUPLEX ELECTRICAL OUTLET— RECESSED IN FLOOR SECOND FLOOR V TELEPHONE AND DATA OUTLET PLAN N DEDICATED APPLIANCE OUTLET Q CABLE 0 SECOND �—Ll�4 PLAN SCALE: 1/4" J A- 1 02 . 01 DRAWING NUMBER: © REXRODE CHIRIGOS ARCHITECTS RIDGE RENOVATION OF: -o-EL. 21'-0 3/4" CREWDSON RESIDENCE REMOVE EX'G 675 SKIPPERS LANE ROOF SHINGLES RIDGE ORIENT, NY 11957 EL. 14'-5 ARCHITECT: REMOVE EX'G ROOF SHINGLES REXRODE CHIRIGOS ARCHITECTS REMOVE EX'G SCONCE & REPLACE WITH NEW 10 EAST 23RD ST., 6TH FLOOR NEW YORK, NEW YORK 10010 illy SECOND LEVEL FINISH FLOOR T 212 387 79180 F 212 260 2794 EL. 7'-10" STRUCTURAL ENGINEER: L_ J REMOVE EX'G EVAN AKSELRAD WINDOWS FOR INSTALL OF NEW REMOVE EX'G 16 JAY STREET, FL 3 ASBESTOS NEW YORK, INEW YORK 10013 SHINGLES T 917 689 0301 FIRST LEVEL FINISH FLOOR ISSUED TO FOR DATE EL. 0'-0" DOB/HPC 10.16.20 REMOVE EX'G COLUMNS REMOVE EX'G VENT FOR INSTALL OF NEW DOB/HPC REVISION 1 02.18.21 1 PROPOSED EXTERIOR ELEVATION - WEST SCALE: 3/8 - l'-O" NEW CHIMNEY CAP EX'G CHIMNEY TO RIDGE REMAIN EL. 21'-0 3/4" NEW ROOF SHINGLES E X ADDIII0N> I I I I RIDGE EL. 14'-5" NEW ROOF S�EFtED ARC, NEW GUTTERS & DOWNSPOUTS A303 NEW CEDAR A302 r _ SIDING SHINGLES RETAIN WINDOWS 1 TO MATCH A301 PTD WD TRIM NEW EXTERIOR ORIGINAL 'v-261 SCONCES, TYP. A- RFTRACIABIF CEDAR SHINGLES SIDING SECOND LEVEL FINISH FLOOR RETRACTABLE CANVAS EL. 7'-10" AWNING DRAWING TITLE EXTERIOR11 L IAI _j IN'(Z' ELEVATIONS 103A NEW SCREENED PANELS WEST AL vtl 41Z REBLILD EX'G WOOD 2C 1 A 3B SCREEN SCREEN SCREEN SCREEN PORCH & STEPS TO MATCH EX'G FIRST LEVEL FINISI- FLOOR EL. 0'-O" NEW PTD WD COLUMNS RETRACTABLE TO MATCH HISTORIC CANVAS AWNING A- 200 . 01 PHOTOS, TYP. 4 CEMENT STUCCO FINISH EXPOSED CONCRETE BLOCK DRAWING NUMBER: 2 PROPOSED EXTERIOR ELEVATION - WEST © REXRODE CHIRIGOS ARCHITECTS SCALE: 3/8" = 1'-0" RIDGE RENOVATION OF: EL. 21'-0 3/4" CREWDSON REMOVE EX'G RESIDENCE ROOF SHINGLES REMOVE 675 SKIPPERS LANE NG RIDGE ORIENT, NY 11957 ROOF SHINGLES EL. 14'-5" REMOVE EX'G ARCHITECT: WINDOWS FOR INSTALL OF NEW REMOVE EX'G REXRODE CHIRIGOS ARCHITECTS ASBESTOS SHINGLES REMOVE EX'G WINDOW & INFILL_ TO MATCH EXTERIOR 10 EAST 23RD ST., 6TH FLOOR NEW YORK, NEW YORK 10010 - T 212 387 7'980 F 212 260 2794 SECOND LEVEL FINISH FLOOR EL. 7'-10" STRUCTURAL ENGINEER: Fl E -- - �R- EVAN AKSELRAD II ' REMOVE EX'G Ell— I r— A SCONCE & 16 JAY STREET, FL 3 i REPLACE WITHNEW AT NEW YORK, NEW YORK 10013 LOCATION EX'G T 917 689 0301 I I I I I REMOVE EX'G PORCH REMOVE EX'G OUTDOOR SHOWER I (CONC, POSTS AND FIRST LEVEL FINISH FLOOR I I I I I _ —__ — — _ — ROOF) FOR INSTALL. ISSUED TO, FOR DATE EL. 0'-0" I ( OF NEW II I / I c I r-_ _ _ __ _ ___ __ __ _ ALJ DOB/HPC 10.16.20 EX'G BILCO & EXT STAIRS TO Al DOB/HPC REVISION 1 02. 18.21 BASEMENT. REMOVE EX'G DOORS AND REPLACE WITH NEW HORIZONTAL DOORS FLUSH WITH 1 EXISTING EXTERIOR ELEVATION - EAST NEW PORCH. DEMO TOP OF SCALE: 3/8" = 1'-0" CONC WALLS AS REQ'D 1 NEW CHIMNEY CAP RIDGE EL. 21'-0 3/4" EX'G CHIMNEY TO REMAIN I NEW ROOF ADDIII01\10"IN EX-G—> SHINGLES I I 1 KITCHEN VENT NEW FIXED A303A WINDOW & DOOR I RIDGE EL. 14'-5" NEW EXTE IOR SCONCE .,,BRED qRc NEW WIND W & PAINTEC �CSTH A,�r'�'!� NEW DOOR & WD TRIM FIXED WINDOW O5D W.S. L2O7A NEW PTD OOD R' RAIL AND UPPORTS * I NEW PTD OOD TRIM PORCH SCUPP R NEW P RCH & REFRACTABLE CANVAS TO DOWNSPOU DEC BEYOND NEW DAR SIDING INGLES SECOND LEVEL FINISH FLOOR NEW COR ERBOARD, DRAWING TITLE EL. 7'-10° TYP.NEW PTD OD TRIM EXTERIOR NEW EXTERI R SCONCES, ELEVATIONS APPROVED WITH W SHOUSE HOUSE NOVATION - PE IT #45453 EAST SCREEN SCREEN SCREENLl NE GUTTERS & ®7j DOWN OUTS NEW SCREENED PANELS ° NEW PT WD COLUMN A COVERS, P. PTD WD TRIM NEW CEDA Ll CEDAR SHINGLE SIDING SIDING SHI GLES NEWT & WOOD PORCH AN WOOD FIRST LEVEL FINISH FLOOR 110A STEPS EL. 0'-0" 1p0 BIL 0 DOOR FLUSH a 2 PROPOSED EXTERIOR ELEVATION - EAST W ORCH DECK DRAWING NUMBER: � SCALE: 3/8" = 1'-0" © REXRODE CHIRIGOS ARCHITECTS RENOVATION OF: RIDGE EL. 21'-0 3/4" C R E W D S O N RESIDENCE 675 SKIPPERS LANE ORIENT, NY 11957 RIDGE EL. 14'-5" ARCHITECT: REXRODE CHIRIGOS ARCHITECTS REMOVE EX'G - — ASBESTOS SHINGLES 10 EAST 23RD ST., 6TH FLOOR NEW YORK, NEW YORK 10010 T 212 387 7980 F 212 260 2794 SECOND LEVEL FINISH FLOOR EL. 7'-10" STRUCTURAL ENGINEER: % ' REMOVE OEADXELECTRICAL EVAN AKSELRAD i SERVICE FOR NEW l i REMOVE EX'G 1 BELOW GRADE i PORCH (CONC, REMOVE EX'G WINDOWS POSTS AND 16 JAY STREET, FL 3 FOR INSTALL OF NEW ROOF) FOR NEW YORK, NEW YORK 10013 INSTALLATION OF NEW REMOVE EX'G COLUMNS T 917 689 0301 I FOR INSTALL OF NEW I j ISSUED TO FOR DATE FIRST LEVEL FINISH FLOOR ,�' ' EX'G VENT TO REMAIN ELEC. METER 0 f— ti — — ---- — — — — — — EL. 0'-0" �; ; DOB/HPC 10.16.20 L_.- - - - - - - - - - - Lr=- DOB/HPC (REVISION 1 02.18.21 REMOVE EX'G VENT REMOVE EX'G VENT EX'G GAS METE 1 EXISTING XTERIOR ELEVAT - NORTH SCALE: 3/8" = 1'-0" NEW CHIMNEY CAP RIDGE EL. 21'-0 3/4" EX'G CHIMNEY TO REMAIN 12 12" NEW CEDAR 12" SIDING 1 3 4" 10 3 4" SHINGLES 3 1/2" / RIDGE EL. 14'-5" 1 20713 NEW PTD WOODZEPE ARCti AND SUPPORTS RA &EW G NSPOUTS NEW PTD W D „ 12" O�m� TRIM (20 A 2 B 5 1/4" NEW CE AR * � ---.. SIDING HINGLES NEW o-26129�CP CCRNERB RD SECOND LEVEL FI H FLOOR EL. 7'-10" DRAWING TITLE NEW PT WOOD TRIM NEW WINDOWS NEW Will DOW 8c PTD WD TRIM EXTERIOR PTD W00 TRIM PTD FASCIA NEW PTD COLUMN COVERS, TY 1 PTD EX'G WD TRIM ELEVATIONS NEW EXT RIOR SCONCE , APPROVED Ll L-1 RETRACTABLE CANVAS AWNINGS WITH H USE PTD WD COLUMNS TO MATCH NORTH RENOVA ION — PERMIT HISTORIC PHOTOS, TYP. 4 #45453 1 A 1 A 1 A 1 B NEW GUTTERS REBUILD EX'G WD PORCH & NEWT & WOOD PORCH AN WOOD & DOWNSPOUTS STEPS TO MATCH EX'G STEPS FIRST LEVEL Fl ISH FLOOR EL. 0'-0" EX'G V EMAIN NEW A- 203 , 01 GAS METER UNDERGROUND ELECTRIC SERVICE DRAWING NUMBER: 2 PROPOSED EXTERIOR ELEVATION - NORTH © REXRODE CHIRIGOS ARCHITECTS M SCALE: 3/8" = 1'-0" RENOVATION OF: CREWDSON RESIDEN E - � 675 SKIPPERS LANE U ORIENT, NY 1 1957 ^'� I ARCHITECT: NEW DOOR TRIM, PTD., 1/4" PROUD OF SIDING REXRODE CHIRIGOS ARCHITECTS I NEW DOOR R.O. WRAP I I INSULATE VOIDS BETWEEN WINDOW 2 I I EXISTING HOUSE RENOVATION - I AND R.O., ALL SIDES - I I 10 EAST 23RD ST., 6TH FLOOR PERM'T #45453 I NEW YORK, NEW YORK 10010 NEW LIGHT WOOD FIXTURE BEYOND POST BELOW / / I I T 212 387 79810 F 212 260 2794 I I I STRUCTURAL ENGINEER: I i NEW WOOD RAIL, PTD. I I EVAN AKSELIRAD I ftiF"" NEW EXTERIOR WOOD / GLASS NEW TRIM, PTD. NEW WOOD WALL CAP, PTD.DOOR AND SCREEN DOOR WITH 16 JAY STREET, FL 3 WOOD SILL AND FRAME. I NEW TRIM, PTD., U FACTOR 0.32 MAX SHGC 0.40 MAX Li _ NEW CAP FLASHING I NEW YORK, NIEW YORK 10013 �06 PORCH AIR INFILTRATION RATE < 0.3 CFM NEW CLEAR CEDAR SHINGLES- NEW CORNERBOARD I T 917 689 0301 PER SQUARE FOOT WHEN TESTED Q NEW CLEAR CEDAR SHINGLES 205 BEDROOMPER NERC 400 OR E9 AAMA/WDMA/CSA 101/I.S.2/A440 o NEW SYNTHETIC RAINSCREEN UNDERLAYMENT (OBDYKE SLICKER i ISSUED TO FOR DATE I NEW WOOD TILE DECKING SYSTEM, CLASSIC OR EQUAL) ON NEW I INCL. SHIMS AND PEDESTALS I i ZDOB/HPC REVISION 02.1 8.2� I BUILDING WRAP NEW W.P. MEMBRANE NEW EXTERIOR PLYWOOD SHEATHING NEW 3/4" EXT. GRADE NEW 2 X 4 STUD FRAMING PLYWOOD, SLOPED J" PER FOOT CONT, SHIMS AS REQ'D UNDERLAYMENT AND BUILDING WRAP LAPS BETWEEN PLYWOOD AND EXISTING JOISTS FLASHING 17=117-7117-71 177771[�= NEW FOLDED BOX COPPER - - --NEW HEAD DRIP, PTD. -- z NEW 2 X 6 PORCH FRAMING ° I NEW FRAMING o NEW TRIM, PTD EXISTING JOISTS NEW STRUCT. CONNECTION o I I I NEW STRUCT. CONNECTION NEW PTD BEADBOARD CEILING TO NEW COPPER FLASHING I I MATCH ORIGINAL NEW RIM JOIST NEW CONT. TRIM BOARD, PTD. I I NEW CONT. TRIM BOARD, PTD. NEW 12" X 12" COLUMN CAP, PTD. I I I I I I I I 107 MUDROOM 110 PORCH I I NEW CUSTOM WOOD COLUMN I I COVER, PTD. NEW LIGHT EXISTING HOUSE RENOVATION - FIXTURE, I I I I I PERMIT #45453 APPROVED WITH SEAM IN COLUMN COVER EXISTING HOUSE RENOVATION - I PERMIT #45453 I I COLUMN STRUCTURAL POST WITHIN UMNCOVER I I �£aEo Aqc - I 261 'J I i I I I NEW TONGUE AND GROOVE I I I I BOARD DECKING I I I I I I I DRAWING TITLE 5/4 BOARD TREADS I I I I AND RISERS P.T STRINGERS EXTERIOR I I I I I DETAILS t I I NEW 2 X 10 P.T. PORCH Hyl FRAMING I I I I 1 NEW WOOD POST I I I I � III I cW�J i EXISTING GRADE NEW CONCRETE PIER AND FOOTING III I I II p I I I A- 303A . 00 A 1 WALL SECTION-@ NEW BACK PORCH 2 CORNER ELEVATION DETAIL @ NEW BACK PORCH DRAWING NUMBER: e SCALE: 1 1/2" = 1' 0" SCALE: 1 1/2" = 1'-0" C REXRODE CHINGOS ARCHITECTS F x r' TED D 0 D w :o 9 OQ R Is - E jq DATE:-/ NE U BY: f COMPLY WITH ALL CODES OF OTIFY BUILDING r}L.FARTMENT AT NEW YORK STATE & TOWN CODES 765-1802 8 AM TO 4 FM FOR THE ,AS REQUIRED AND CONDITIONS OF 10FC��°tiD)r_ICINSPECTIONS:TWO N TWJ R QUIRED FOIR POURED 00 2 POU,,-�� _rED CONCRETE SOUTHOLD ,�� PLANNING BOARD FRAM LNG & PLUMBING 3. !`�'SULAT!C h; S MOLD TOWN TRUSTEES 4. FINAL - CONISTRUCTION MUST BE COMPLETE FOR C.O. �'.'f.S.DEC ALL CONSTRUCTION SHALL MEET THE ��/'6 REO'.1I,REM,ENTS OF THE CODES OF NEW YOF"' STATE. NOT RESPONSIBLE FOR OR CONSTRUCTION ERRORS, TRUSS PI-AGARDING PrEQUIRED RETAIN STORM WATER RUNOFF ARCHITECT: ' — PURSUANT TO CHAPTER 236 11 k;iP E OF THE TOWN CODE. REXRODE CHIRIGOS ARCHITECTS 10 EAST 23RD STREET, 7TH FLOOR r,, ial (,w,';,,IFICATION N EW Y R K, NY 10010 ''Pb`LEAD CONTENT BEFORE r KATE OF OCCUPANCY TEL: 21 2 387 7980 "�"r?L DER USED IN WATER `SYSTEM CANNOT k EXCEED 2/10 OF 1% LEAD. All ' --&�"'°'?,►r` TESTING EEFGi;r COVERING DRAWING LIST: ARCHITECTURAL STRUCTURAL A-000.00 TITLE SHEET S1 STRUCTURAL NOTES S-000.00 SURVEY S2 BASEMENT PLAN- SHOWING FIRST FLOOR FRAMING A-010.00 SITE PLAN S3 FIRST FLOOR- SHOWING SECOND FLOOR FRAMING A-020.00 GENERAL NOTES S4 SECOND FLOOR PLAN- SHOWING ROOF FRAMING A-050.00 BASEMENT FLOOR DEMOLITION PLAT! S5 STRUCTURAL DETAILS A-051 .00 FIRST FLOOR DEMOLITION PLAN A-052.00 SECOND FLOOR & BASEMENT DEMOLITION PLANS A-100.00 BASEMENT FLOOR PLAN A-101 .00 FIRST FLOOR PLAN A-102.00 SECOND FLOOR & BASEMENT PLANS A-150.00 BASEMENT REFLECTED CEILING PLAIN A-151 .00 FIRST FLOOR REFLECTED CEILING PLN A-152.00 SECOND FLOOR & BASEMENT REFLECTED CEILING PLANS A-200.00 EXTERIOR ELEVATIONS- WEST A-201 .00 EXTERIOR ELEVATIONS- SOUTH A-202.00 EXTERIOR ELEVATIONS- EAST A-203.00 EXTERIOR ELEVATIONS- NORTH A-204.00 EXTERIOR ELEVATIONS GARAGE N-W A-205.00 EXTERIOR ELEVATIONS GARAGE S-E A-301 .00 EXTERIOR DETAILS A-302.00 EXTERIOR DETAILS A-303.00 EXTERIOR DETAILS A-600.00 SCHEDULES A-601 .00 DOOR & WINDOW TYPES, DETAILS D C� OCT 2 1 2020 I DEDA'r"'' MIT OF BUILDINGS 10 . 16 . 2020 t HISTORICFRESERVATION COMMISSION 10 . 16 . 2020 . 26129 RENOVATION OF: CREWDSON - T , ; 777 RESIDENCE 'U 3' . V2�-Zt 675 SKIPPERS LANE f�'� "j, _%- ---- -- & vw _7t 0 N.- W Vi foopb�Eo WT 77Y c OT If -SURV) ?ROPER T�Y v 0 tOl OVEfMGE` P* o� -GARAGE -UMNG X.3 SO 1T EXISMNG GARAGE;�� `12`t`�', T _3 OF` 5 LOT AREA--��,j 3,817�-SQ f ��,OTAREAt: ORIENT NY 11957 -36i-SQ FT EXISTM flOME 1,302 SO' ;_]EXISTING,1100tt�`,J� v.......... ""N j "EXISTING PORCHES 303 'y ,,COUNTT�- SCALE SO jT=_Z64! -24-02 ARCHITECT: m - g PR _1000 T UFFOLK -'PORCHFt-�Z;'�03 SO" EXISTING uIsTING DRIVRAY-7 ;578 T1T-,"-"` OPOSM PORCHE��4�S,' Bg PROPOSEDJERRACE-n�'�50' f EXISTINGSIDEWALX� TOTAL 5 SO IAL_SQ_,FT-� REXRODE CHIRIGOS ARCHITECTS 2,67 "Sicip 7EV8ER .11, �201 7,, 4�4 -4�NX 44 Y '2018 % USME�LOTXOVERAGE -�'0CT' 0BM_:`:.1:',202 6� 10 EAST 23RD ST, 6TH FLOOR 7: A j X- '01-_t- 3 3� NEWYORK, NEWYORK10010 Z 'E4, T 212 387 7980 F 212 2�60 2794 vl_ ';4A 'jX 7- 71, k_ W1, %t- 7, o j STRUCTURAL ENGINEER: %- 7': 5"Z OWEI.-UN up �14 U .41 4 j4c �v ... . Ek': EVAN AKSELRAD V� NEW YORK, NEW YORK 10013 4 4 4 16 JAY STREET, FL3 T 917 689 00301 j DATE EL 8.3 ISSUED TO FOR 5 ocl v—, 10.16.2020 A VWFLLIN& CX UNKNOWN ELI, �;g WEL WELLINC-7 �WEL "In WELL CP OVER 150+ :% T- 14v P407E. INALX EXIS77MG MLL IN BASEMENT TO BE ABANDONED- TO BE VtmuvLv TREE !EL ST AS` EXI TEST WELL -4 Z V4 A!)" C� TREE, IZ E L, 9.7 EXISTM LL IN 4� EXISMNG T BASEMEN sr WE POS ...... f! !CH To� N 0 WEL 5 8" G EL 4j 4 EL KEY REBAR �k BELL %0 7EST HOLE I........., N101F"; A. STAKE PIPE 'L50N .4 4% MELLIN& ji MONUMENT Ic Z 't� ONC. CO VER 0. 261 WMAND FLAG in U77LITY.POLE , 2 i6`�z Yv) HMRANT j 4L do j EL 0 r am A C/ 97 C .3 DRAWING TITLE EVA 77ONS REFERENCED TO NA VD 88 ANDARDS FOR APPROVAL AND CONSTRUC770 amIllar with the ST IV OF' EL. CE SEWAGE DISPOSAL SnTEMS FOR SINGLE FA MIL Y A SUSSURFA d w1jj abide by the ronaltIons sel forth therein and on the permit to Q�l an Ar S U RVEY construcL The Jocatlon,of wells and cesspools shown hereon are om Z ;j 17eld observations and or from dafcabtalned from others. _tZ 0. �AN Y A L TERA 77ON OR ADD177ON 70 771S SURVEY IS A WOLA 77ON OF SEC 77ON 7;090F THE IVEW YORK STATE EDUCA17ON LAW &CEP T AS PER SEC 770M 7209 —SUSDIV190h 2. ALL CER77F7CA770NS ,HEREON ARE VALID 17R THIS MAP ANO COPIES THEREOF' ONLY IF SAID. .20- X (63 0 15OX, go 4631) 76 41 At AL OF ZHE SUR V OSE SIGNA 7ZRE A 7 MAP OR COPIES BEAR THE IMPRESSO SE EYOR #H REA713,87 80. F7 APPEARS HEREON 4 -1230 TRAVELER -5WTHOLO, NX-11171 086:�, R" 1: E S" S - 000 . 00 SCALE�1 20'-0- DRAWING NUMBER: REXRODE CHIRIGOS ARCHITECTS RENOVATION OF: CREWDSON RESIDENCE SKIPPERS LA\IE 675 SKIPPERS LANE ORIENT, NY 11957 EX'G CONCRETE SIDEWALK ARCHITECT: EX'G 135.25' o WELL REXRODE CHIRIGOS ARCHITECTS NEW UNDERGROUND I ELECTRIC FENCE J I 10 EAST 23RD ST., 6TH FLOOR INEW YORK, NEW YORK 10010 `' T 212 387 7980 F 212 260 2794 N U ICNO I U STRUCTURAL ENGINEER: w M 40.4' I 32.1 I EVAN AKS ERIAD EX'G ASPHALT DRIVEWAY I I SLOPE SLOPE 16 JAY STREET, FL3 NEW YORK, NEW YORK 10013 I I T 917 689 00301 EX'G PORCH SLOPE TO REMAIN 18.4' 5.7' ISSUED TO FOR DATE Q o n 35" FRONT YARD SETBACK CLIC) DOB/HPC 10.16.2020 Z SLOPE SLOPE co NLn Z CNO I Y ❑ N I cI I W I SLOPESLOPE N I � I Z � 3' 5.3, T18. in in NEW CONDENSERS I & GENERATOR I I I 32.2' EX'G SPLIT I I RAIL FENCE I \ SLOPE SLOPE EX'G I I I I \ FLAGPOLE NEW SCREENED IN PORCH ADDITION J I I I I I I I I NEW UNDERGROUND qA \ NEW BLUESTONE PAVING—/ '�tEREm agcy, I ELECTRIC FENCE qF F�N<c-OF 'AI `000, F� \I I I N• 2129� Q�- I I — 10' SIDE YARD SETBACK — — — L � I I\I DRAWING TITLE EX'G SPLIT RAIL FENCE R — — — — — — — — — N 64'45'40'W — — — — — — 133.33' R SITE P LA N OYSTER PONDS HIT \ S ORICAL SOCIETY SITE PLAN SCALE: 1D1/8" W - 01 0 . 00 DRAWING NUMBER: © REXRODE CHIRIGOS ARCHITECTS GENERAL NOTES: BUILDING CODE NOTES: SYMBOLS: 1, THE CONSTRUCTION MANAGER/GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE ____ ABBREVIATIONS: CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY REQUIREMENTS OF THE FOLLOWING: _ _ ___ EX'G CONSTRUCTION TO BE REMOVED ACOUSTICAL ACOUS. INSULATION INSUL. RENOVATION OF: DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE ARCHITECT. EX'G CONSTRUCTION TO REMAIN ADJACENT ADJ. MAXIMUM MAX. • 2020 RESIDENTIAL CODE (RC) CODE OF VEW YORK STATE � /C 2. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER • 2020 ENERGY CONSERVATION CONSTRUCTON CODE OF NEW YORK AIR CONDITIONING ALL MECHANICAL MECH. ALUMINUM STATE (ECCCNYS) NEW PARTITION CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE APPROXIMATE APPROX. MINIMUM MIN.A UM. METAL C R E W DS O N INDICATED IN THE DRAWINGS. • 2020 EXISTING BUILDING CODE OF NEW "ORK STATE ARCHITECTURAL ARCH. 3. THE GENERAL CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH • SOUTHOLD TOWN CODE "v i"�--- BREAK LINE BLOCKING BLK'G MISCELLANEOUS misc. MOUNTED MTD. RESIDENCE REQUIREMENTS OF LOCAL AUTHORITIES. 2. PER RC OF NEW YORK STATE R102.7.1 ADDITIONS, ALTERATIONS OR REPAIRS TO OBJECT HIDDEN OR ABOVE CEILING CLG. NOT APPLICABLE N.A. CENTER LINE CL. ANY STRUCTURE SHALL CONFORM TO THE REQUIREMENTS FOR A NEW STRUCTURE ON CENTER O.C. 4. ALL DIMENSIONS ARE FROM FINISHED WALLS AND PARTITIONS UNLESS OTHERWISE INDICATED. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. WALLS WITHOUT REQUIRING THE EXISTING STRUCTURE TO COMPLY WITH THE REQUIREMENTS OFD_@D DETAIL SYMBOL CLOSET CLO. OPENING OPN'G THE CODE. ADDITIONS, ALTERATIONS, REPAIRS AND RELOCATIONS SHALL NOT CAUSE AN COLUMN COL. OPPOSITE OPP. SHOWN TO 'ALIGN' SHALL BE FINISHED FLUSH AND SMOOTH WITH EXISTING WORK. AFTER EXISTING STRUCTURE TO BECOME UNSAFE OR ADVERSELY AFFECT THE PERFORMANCE OF 1 CONCRETE CONC. PAINTED PTD. THE PARTITION WALLS HAVE BEEN LAID OUT THE ARCHITECT IS TO BE NOTIFIED SO THAT THE BUILDING. CONSTRUCTION CONST. QUANTITY WORK MAY BE INSPECTED AND APPROVED FOR CONFORMANCE WITH DESIGN BEFORE 44e 2 ELEVATION/ SECTION SYMBOL CONTINUOUS CONT. RECESSED R�' 675 SKIPPERS LANE PROCEEDING WITH ADDITIONAL CONSTRUCTION. 3. ALL ELECTRICAL WORK TO CONFORM TO LCCAL, STATE, AND N.E.C. AND 3 A300 DETAIL DTL. REQUIRED REQ,D UNDERWRITERS REQUIREMENTS. DIMENSION DIM. REVISE REVISION REV. 5. ALL WORK TO BE COORDINATED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. os WORKROOtvi ROOM IDENTIFICATION DOOR DR. / ORIENT, NY 11957 ANY SUBSTITUTE IN SPECIFICATIONS MUST BE SUBMITTED TO THE ARCHITECT FOR 4. ALL PLUMBING TO CONFORM TO LOCAL AND STATE CODES AND HEALTH DRAWING DWG, ROUGH OPENING R.O. APPROVAL. SHOULD THE CONTRACTOR FIND ANY DISCREPANCIES, OMISSIONS, DEPARTMENT REQUIREMENTS. DOOR IDENTIFICATION ELECTRIC/ELECTRICAL ELEC. SCHEDULE SCHED. AMBIGUITIES, OR CONFLICTS IN ANY OF THE CONSTRUCTION DRAWINGS, OR BE IN DOUBT XX EQUAL EQ, SECTION SECT. AS TO THEIR MEANING, THEY MUST BRING THE QUESTION TO THE ATTENTION OF THE 5. ALL FRAMING TO CONFORM TO THE INTERNATIONAL BUILDING CODE, FOR HIGH WIND EXISTING EX'G SHEET SHT. ARCHITECT PRIOR TO START OF CONSTRUCTION. THE ARCHITECT SHALL REVIEW THE ZONE 3, 120 MPH, 3 SECOND GUST. SITE IS EXPOSURE B. ALL FRAMING HARDWARE TO EXTERIOR EXT. SIMILAR SIM, ARCHITECT: QUESTION AND WHERE INFORMATION SOUGHT IS NOT CLEARLY INDICATED OR SPECIFIED, BE SIMPSON STRONG-TIE WITH A CONTINUOUS LOAD TRANSFER PATH FROM THE RAFTERS FINISH FIN SQUARE FOOT S.F. WILL ISSUE A CLARIFYING ADDENDUM. NEITHER THE OWNER NOR THE ARCHITECT WILL BE TO THE FOUNDATION. SHEATHING MUST BE NAILED TO TOP PLATE, OTHER PLATES, ALL 5 PARTITION TYPE FINISH FLOOR FIN. FL. STEEL STL. RESPONSIBLE FOR VERBAL INSTRUCTIONS. STUDS AND ALL HEADERS, ROOF RAFTERS TO BE CLIPPED ACROSS THE PLATE TO THE FLOOR FL. TO BE DETERMINED T.B.D. REXRODE CHIRIGOS ARCHITECTS STUD FOOT/FEET FT. TYPICAL TYP, 6. WRITTEN REQUESTS MUST BE SUBMITTED FOR ANY PROPOSED CHANGES IN THE SCOPE GROUND FAULT INTER. GFI. VERIFY IN FIELD V.I F. OF THE WORK BY THE GENERAL CONTRACTOR TO THE CLIENT AND ARCHITECT BEFORE 6. REQUIRED INSPECTIONS: SD SMOKE/ CARBON MONOXIDE GYPSUM WALLBOARD GWB WITH W/ ANY WORK IS STARTED. SUCH REQUESTS SHALL INDICATE SCOPE OF WORK, COST, AND • FOOTING AND FOUNDATION INSPECTION DETECTOR HEATING, VENT. & A/C HVAC WITHOUT W/0 POSSIBLE DELAYS TO THE PROJECT. • FRAMING AND ROUGH-IN INSPECTION WOOD W . • PLUMBING ROUGH-IN INSPECTION 10 EAST 23RD S;T., 6TH FLOOR 7. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL • GAS ROUGH-IN INSPECTION NEW YORK, NEW YORK 10010 CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA AND ALL • MECHANICAL ROUGH-IN INSPECTION COMMON SPACES LEADING TO AND FROM THE CONSTRUCTION AREA. GENERAL • ELECTRICAL INSPECTION T 212 387 7980 F 212 260 2794 CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED • FINAL INSPECTION BY OR DURING THE EXECUTION. 7. THE CONTRACTOR SHALL NOTIFY THE CODE OFFICIAL WHEN WORK IS READY FOR A. THE DRAWINGS MAY NOT SHOW ALL ITEMS OR OBJECTS EXISTING AT THE SITE. INSPECTION, AND SHALL PROVIDE ACCESS TO AND MEANS FOR INSPECTIONS. THE CONTRACTOR MUST VERIFY AT THE SITE ALL OBJECTS TO BE PRESERVED AND STRUCTURAL ENGINEER!: REPORT TO THE ARCHITECT ANY DISCREPANCIES OR QUESTIONABLE ITEMS. B. USE ALL MEANS NECESSARY TO PROTECT EXISTING OBJECTS DESIGNATED TO REMAIN, AND IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL ENERGY CODE NOTES: EXPENSE TO THE OWNER. ENERGY CODE ANALYSIS EVAN AKSELRAD (U.O.N., ALL CODE SECTIONS REFERENCED REFER TO ECCCNYS) THIS CHART DEMONSTRATES COMPLIANCE OF THIS PROJECT WITH APPLICABLE REQUIREMENTS OF THE C. PRIOR TO COMMENCEMENT, CAREFULLY INSPECT THE ENTIRE SITE AND ALL OBJECTS DESIGNATED BE REMOVED AND TO BE PRESERVED, AS WELL AS ALL EXISTING 1. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, THESE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (ECCCNYS) PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE ENERGY CONSERVATION (U.O.N ALL CODE SECTIONS REFERENCED REFER TO ECCCNYS 16 JAY STREET, FL3 UTILITIES. THE GENERAALL CONTRACTOR SHALL REMOVE, REROUTEAND/OR CAP OFF ) ALL UNUSED UTILITIES AFTER CHECKING WITH THE ARCHITECT. THESE ITEMS SHALL BE CONSTRUCTION CODE OF NEW YORK STATE (ECCCNYS). BUILDING TYPE: RESIDENTIAL NEW YORK, NEW YORK 10013 CAPPED OFF WITHIN EXISTING WALLS OR FLOORS. 2. ALSO SEE ENERGY CODE ANALYSIS CHART, CLIMATE ZONE: 4A T 917 689 00301 8. PARTITIONS: COMPLIANCE: PRESCRIPTIVE - SECTIONS R401 THROUGH R404 A. ALL OUTSIDE CORNERS AT MASONRY AND DRYWALL PARTITIONS SHALL HAVE METAL 3. ALL ALTERATIONS WORK SHALL COMPLY WITH 2020 NYSECCC. CORNER BEADS. TAPE AND SPACKLE SMOOTH WHERE REQUIRED. THREE COAT ITEM DESCRIPTION PROPOSED VALUE ECCCNYS PRESCRIBED VALUE SPACKLE FINISH MIN. 4. PER ECCCNYS SECTION R503.1, ALTERATIONS SHALL CONFORM TO ENERGY CODE B. ALL DEFECTIVE PLASTER AND/OR DRYWALL ON ADJACENT EXISTING WALLS SHALL BE REQUIREMENTS WITHOUT REQUIRING THE UNALTERED PORTIONS OF THE EXISTING BUILDING ISSUED TO FOR DATE CHOPPED OUT AND/OR PATCHED FREE OF IRREGULARITIES AND SHALL MATCH OR EXISTING SYSTEM TO COMPLY. ALTERATIONS SHALL NOT CREATE AN UNSAFE OR CEILING / ROOF R-49 PER TABLE R402.1.2 ADJACENT WALLS IN FINISH AND THICKNESS. HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING SYSTEMS. ALTERATIONS SHALL R-VALUE MIN. R-49 DOB/HPC 0. 6.2020 C. ALIGNMENT OF NEW WALL CONSTRUCTION TO EXISTING WALLS AND COLUMNS SHALL BE BE SUCH THAT THE EXISTING BUILDING USES NOT MORE ENERGY THAN PRIOR TO DONE IN A MANNER AS TO VISIBLY ELIMINATE THE POINT OF CONTACT OR JOINT OF NEW ALTERATIONS. WOOD FRAME WALL R-20 CAVITY INSULATION PER TABLE R402.1.2 AND EXISTING MATERIALS. R-VALUE D. WHERE DEMOLITION HAS OCCURED, CONTRACTOR SHALL FILL ALL HOLES, PATCH 5. PER 907.1 OF EXISTING BUILDING CODE CF NEW YORK STATE, LEVEL 3 MIN. R-20 (CAVITY) OR SMOOTH AND LEVEL ALL REMAINING SURFACES, INCLUDING WALLS, FLOORS AND CEILINGS, ALTERNATIONS TO EXISTING BUILDINGS OR STRUCTURES ARE PERMITTED WITHOUT R-13 (CAVITY) + R-5 (CONTIUOUS) SQUARE ALL CORNERS AND PROPERLY PREPARE ALL SURFACES TO RECEIVE FINISHES. REQUIRING THE ENTIRE BUILDING OR STRUCTURE TO COMPLY WITH THE ENERGY FLOOR R-19 REQUIREMENTS OF THE ECCCNYS. THE ALTERNalONS SHALL CONFORM TO THE ENERGY PER TABLE R402.1,2 9. CLEAN UP: THE GENERAL CONTRACTOR SHALL KEEP THE SITE FREE FROM REQUIREMENTS OF THE ECCCNYS AS THEY RELATE TO NEW CONSTRUCTION ONLY. R-VALUE MIN. R-19 ACCUMULATION OF MATERIAL AND DEBRIS. PREMISES SHALL BE LEFT BROOM CLEAN AT THE CLOSE OF EVERY WORK DAY. CONTRACTORS MUST PROVIDE THEIR OWN DUMPSTERS. 6. PER R106, REQUIRED ENERGY CODE INSPECTIONS INCLUDE: BASEMENT WALL WALL NOT INSULATED, PER TABLE R402.1.2 ALL PAINT BRUSHES, ETC. MUST BE CLEANED IN SLOP SINKS LOCATED EITHER IN THE • FRAMING AND ROUGH-IN INSPECTION R-VALUE FLOOR OVERHEAD R-19, R-10 CONT. INTERIOR OR EXTERIOR BACK HALLWAYS OR IN THE BASEMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR THE • PLUMBING ROUGH-IN INSPECTION SEE NEXT COLUMN - OR R-13 CAVITY INTERIOR REMOVAL OF ALL UNWANTED EQUIPMENT AND DEBRIS AT THE COMPLETION OF • MECHANICAL ROUGH-IN INPECTION CONSTRUCTION. AT THE COMPLETION OF THE WORK, THE GENERAL CONTRACTOR SHALL • FINAL INSPECTION OR NO INSULATION REQUIRED, PER PERFORM THE FOLLOWING CLEANING: R402.2.9 FOR UNCONDITIONED 6. THE CONTRACTOR SHALL NOTIFY THE CODE OFFICIAL WHEN WORK IS READY FOR BASEMENTS WHERE FLOOR OVERHEAD A. CLEAN FIXTURES, EQUIPMENT, FINISH HARDWARE, PAINTED AND DECORATED INSPECTION, AND SHALL PROVIDE ACCESS TO AND MEANS FOR INSPECTIONS IS INSULATED TO R-19 PER TABLE SURFACES, AND REMOVE MARKS, STAINS, PAINT, DIRT, AND OTHER SOILING RESULTING R402.1.2 FROM THE WORK OF THIS CONTRACT. 7. PER R303.1.1, AN R-VALUE IDENTIFICATIOu MARK SHALL BE APPLIED BY THE CRAWL SPACE R-10 INTERIOR PER TABLE R402.1.2 AND RC R408.3 10. FIRE SAFETY: MANUFACTURER TO EACH PIECE OF BUILDING TH=RMAL ENVELOPE INSULATION THAT IS 12 R-VALUE R-10 CONT. INTERIOR OR EXTERIOR INCHES OR GREATER IN WIDTH. ALTERNATELY, THE INSULATION INSTALLERS SHALL OR R-13 CAVITY INTERIOR A. ALL BUILDING MATERIALS STORED AT CONSTRUCTION AREA ARE TO BE SECURED IN PROVIDE A CERTIFICATION THAT INDICATES THE TYPIE, MANUFACTURER AND R-VALUE ON A LOCKED AREA WITH ACCESS CONTROLLED BY THE OWNER AND/OR GENERAL INSULATION INSTALLED IN EACH ELEMENT OF THE BUILDING THERMAL ENVELOPE. FOR FENESTRATION U-FACTOR PER TABLE R402.1.2 BLOWN-IN OR SPRAYED FIBERGLASS AND CELLULOSE INSULATION, THE INITIAL INSTALLED AND SOLAR HEAT GAIN FENESTRATION U-FACTOR: FENESTRATION U-FACTOR: CONTRACTOR. THICKNESS, SETTLED THICKNESS, SETTLED R-VALUE, INSTALLED DENSITY, COVERAGE AREA MAX U-0.32 MAX U-0.32 B. ALL MATERIAL TO STORED IN ORDERLY FASHION. AND NUMBER OF BAGS INSTALLED SHALL BE INDICATED ON THE CERTIFICATION. FOR GLAZED FENESTRATION SHGC: GLAZED FENESTRATION SHGC: C. ALL FLAMMABLE MATERIALS ARE TOO BE KEPT TIGHTLY SEALED IN THEIR ORIGINAL SPRAYED POLYURETHANE FOAM (SPF) INSULATION, THE INSTALLED THICKNESS OF THE MAX. SHGC 0.40 MAX. SHGC 0.40 CONTAINERS. SUCH MATERIALS SHALL BE KEPT AWAY FROM HEAT OPEN FLAMES. AREAS COVERED AND THE R-VALUE OF THE INSTALLED THICKNESS SHALL BE INDICATED D. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN AN ADEQUATELY VENTILATED SPACE. ON THE CERTIFICATION. THE INSULATION INSTALLER SHALL SIGN, DATE AND POST THE AIR LEAKAGE WHERE APPLICABLE AT AREAS OF NEW PER R402.4 CERTIFCATION IN A CONSPICUOUS LOCATION ON THE JOB SITE. WORK, THE BUILDING THERMAL THE BUILDING THERMAL ENVELOPE E. ALL ELECTRICAL POWER IS TO BE SHUT OFF WHERE THERE IS AN EXPOSED CONDUIT, ENVELOPE SHALL COMPLY WITH SHALL LIMIT AIR LEAKAGE IN F. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA IS TO BE SHUT OFF AFTER 8. PER R303.3, MAINTENANCE INSTRUCTIONS SHALL BE FURNISHED FOR EQUIPMENT R402.4 AIR LEAKAGE, AND CRITERIA ACCORDANCE WITH THE REQUIREMENTS WORKING HOURS. AND SYSTEMS THAT REQUIRE PREVENTIVE MAINTENANCE REQUIRED REGULAR AS INDICATED IN TABLE R402.4.1.1. OF SECTION R402.4, AND CRITERIA G. GENERAL CONTRACTOR AT ALL TIMES SHALL MAKE SURE THERE IS NO LEAKAGE OF MAINTENANCE ACTIONS SHALL BE CLEARLY STATED .AND INCORPORATED ON A READILY JOINTS, PENETRATIONS, SEAMS, INDICATED IN TABLE R402.4.1.1 NATURAL GAS IN BUILDING, OR ANY OTHER FLAMMABLE GAS USED IN CONSTRUCTION. ACCESSIBLE LABEL. THE LABEL SHALL INCLUDE THE TITLE OR PUBLICATION NUMBER FOR CONNECTIONS TO BE SEALED, H. GENERAL CONTRACTOR SHALL NOT BURN ANY DEBRIS OR MAINTAIN ANY OPEN THE OPERATION AND MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF WRAPPED, CAULKED, GASKETED, TAPED FLAMES ON THE SITE. PRODUCT. IN APPROVED MANNER TO MINIMIZE AIR LEAKAGE PLUMBING NOTES: 9. A PERMANENT CERTIFICATE RE ENERGY EFFICIENCY SHALL BE COMPLETED BY THE FENESTRATION AIR LEAKAGE BUILDER OR OTHER APPROVED PARTY AND POSTED PER THE REQUIREMENTS OF ECCCNYS PER R402.4.3 1. ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED PLUMBER. R401.3. WINDOWS, SKYLIGHTS, AND SLIDING WINDOWS, SKYLIGHTS, AND SLIDING DOORS SHALL HAVE AN AIR DOORS SHALL HAVE AN AIR PEp A 2. PLUMBER MUST CHECK EXISTING WASTE AND VENT LINES TO BE FREE OF OBSTRUCTION. 10. AT CEILINGS WITHOUT ATTIC SPACES, R VALUE OF ROOF / CEILING INSULATION MAY INFILTRATION RATE OF NOT., GREATER INFILTRATION RATE OF NOT GREATER ERcy� 3, PROVIDE NEW ISOLATION VALVES AND BRANCH LINES FOR HOT AND COLD WATER SUPPLY BE REDUCED TO R-30 AS PER R402.2.2 AND LIMITATIONS SET FORTH IN THAT SECTION. THAN 0.3 CFM PER SQUARE FOOT. THAN 0.3 CFM PER SQUARE FOOT, �ZMI A,'q ,��� AND FOR SWINGING DOORS, NOT FOR RENOVATED BATHROOMS AND KITCHEN. ALL NEW COPPER PIPING SHALL BE 11. PER R402.4.5, RECESSED LUMINAIRES INSTALLED IN THE BUILDING THERMAL SWINGING DOORS SHALL HAVE AN AIR GREATER THAT 0.5 CFM PER SQUARE PROVIDED FROM THE ISOLATION VALVE TO EACH FIXTURE. ALL NEW SHUTOFF VALVES TO ENVELOPE SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND LEAKAGE OF NOT GREATER THAT 0.5 FOOT, WHEN TESTED IN ACCORDANCE # I BE PROVIDED AT EACH FIXTURE. UNCONDITIONED SPACES, AND SHALL BE IC-RATED AND LABELED AS HAVING AN AIR CFM PER SQUARE FOOT. WITH NFRC 400 OR AAMA/WDMA/CSA LEAKAGE OF NOT GREATER THAN 2.0 CFM WHEN TESTED IN ACCORDANCE WITH ASTM 101/I.S.2/A440 BY AN ACCREDITED, ELECTRICAL NOTES: E283 AT A PRESSURE DIFFERENTIAL OF 1,57 PSF. RECESSED LUMINAIRES SHALL BE WHEN TESTED AS NOTED 'IN NEXT INDEPENDENT LAB, AND LISTED AND 1. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A NY STATE LICENSED ELECTRICIAN AND SEALED WITH A GASKET OR CAULKED BETWEEN THE HOUSING AND THE INTERIOR WALL OR COLUMN LABELED BY THE MANUFACTURER �4. Prsi � P CEILING COVERING. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL JURISDICTION ELECTRICAL POWER AND NOT LESS THAN 90% OF NEW PER R404.1, NOT LESS THAN 90% LIGHTING SYSTEMS PERMANENTLY INSTALLED LIGHTING OF NEW PERMANENTLY INSTALLED SMOKE DETECTOR NOTES: FIXTURES SHALL CONTAIN ONLY LIGHTING FIXTURES SHALL CONTAIN (DWELLING UNITS) HIGH-EFFICACY LAMPS. ONLY HIGH-EFFICACY LAMPS. DRAWING TITLE 1. SMOKE DETECTORS SHALL BE INSTALLED AS REQUIRED BY R314 SMOKE ALARMS AND HEAT DETECTION 2. DETECTORS SHALL BE EITHER IONIZATION CHAMBER OR PHOTOELECTRIC TYPE. GENERAL N OTE S 3, UNITS TO BE APPROVED BY BOARD OF STANDARDS AND APPEALS, ACCEPTED PURSUANT TO RULES AND REGULATIONS PROMULGATED BY THE COMMISSIONER OR LISTED BY AN ACCEPTABLE TESTING LABORATORY, SUCH AS: (a) UNDERWRITER'S LABORATORY, NORTHBROOK, ILLINOIS, MEA LAB.; (b) CANADIAN STANDARD ASSOCIATION, ONTARIO, CANADA, (c) UNDERWRITER'S LAB. OF CANADA, ONTARIO, CANADA, MEA LAB. 4, UNITS SHALL BE INSTALLED IN AREAS DESIGNATED ON PLANS; THEY SHALL BE LOCATED ON OR NEAR THE CEILINGS AND WITHIN 15'-0" OF ANY ROOMS USED FOR SLEEPING PURPOSES; FOR DWELLING UNITS WITH MULTIPLE LEVELS, WHEN ANY LEVEL HAS ONLY ONE MEANS OF EGRESS, UNITS SHALL BE PROVIDED AT ALL LEVELS. 5. SMOKE DETECTORS SHALL BE INSTALLED AS FOLLOWS: - 02000 A (a\ 1 CEILING MOUNT - CLOSEST EDGE OF UNIT SHALL BE MINIMUM OF 4" FROM ANY WALL. ° CARBON MONOXIDE ALARM NOTES: 1. CARBON MONOXIDE ALARMS SHALL BE INSTALLED AS REQUIRED BY R315-CARBON DRAWING NUMBER: MONOXIDE ALARMS © REXRODE CHIRIGOS ARCHITECTS RENOVATION OF: CREWDSON RESIDENCE 675 SKIPPERS LANE ORIENT NY 11957 ARCHITECT: REXRODE CHIRIGOS ARCHITECTS 10 EAST 23RD ST., 6TH FLOOR NEW YORK, NIEW YORK 10010 EX'G STAIR T 212 387 7980 F 212 260 2794 TO REMAIN EX'G VENT STRUCTURAL ENGINEER: UP EVAN AKS ELRAD ® 16 JAY STREET, FL3 NEW YORK, NEW YORK 10013 T 917 689 00301 EX'G VENT UP ISSUED TO FOR DATE EX'G WELL EX'G STAIR DOB/HPC 10.16.2020 TO REMAIN REMOVE EX'G HOT WATER HEATER, HW BOILER & PRESSURE TANK FOR INSTALL OF NEW CRAWL SPACE REMOVE EX'G I I I I EX'G ELECTRICAL MILLWORK I EX'G VENT PANEL. REMOVE FOR NEW SERVICE & PANELS � I EX'G VENT II REMOVE EX'G MILLWORK II II EX'G VENT q`�C ��µA,p QFC, 4 m . 261 P� DRAWING TITLIE BASEMENT FLOOR DEMOLITION PLAN 1 BASEMENT FLOOR DEMOLITION PLAN SCALE: 1/4" = 1'-0" A- 050 . 00 DRAWING NUMBER: © REXRODE CHIIRIGOS ARCHITECTS s RENOVATION OF: CREWDSON RESIDENCE 675 SKIPPERS LANE ORIENT, NY 11957 ARCHITECT: REXRODE CHIRICOS ARCHITECTS EX'G PORCH TO REMAIN Q D.S. BILCO & EXT STAIRS TO 10 EAST 23RD ST., 6TH FLOOR BASEMENT. DOORS TO REMAIN NEW YORK, NEW YORK 10010 REMOVE EX'GMODIFY OPEN'G FOR T 212 387 7980 F 2112 260 2794 SCREEN DOOR NEW WINDOWS FOR NEW EX'G EXT � II SHOWER STRUCTURAL ENGINEER: D.S. / II D.S. 108 WC I F — -I u EVAN AKSELRAD II it I I I REMOVE EX'G III II \\ I I EX'G ENTRY DOOR TILE THROUGHOUT 16 JAY STREET, FI-3 EX'GII I L _ J TO REMAIN, REMOVE NEW YORK, NEW YORK 10013 VENT TO _ — & PROTECT FOR T 917 689 00301 REMAIN o — -p �, o o REINSTALLATION it EX'G GASI UP I 107 MUDROOM METER I I 105 KITCHEN DINING RM III ISSUED TO FOR DATE b II EX'G STAIRDOB/HPC 10.16.2020 II TO REMAIN REMOVE EX'G SINK, PLUMBING, STOVE & I I III 109 CORRIDOR MILLWORK I REMOVE EX'G DN IW-FLOOR & WALL HEATING L II ELEMENTS E: o REMOVE EX'G Q WINDOWS & 3: LOWER SILLS FOR NEW EXTERIOR w DOORS III F II i i REMOVE EX'G III 102 TV ROOM L — -J I I WA FLOOR & 103 LIVING RM EX'G WALL HEATING III ELECT. I 'TILE ELEMENTS METER EX'G WOOD III II/11 F — III I I III � I I III I I EX'G WD FLOOR L_ — — TO REMAIN EX'G ENTRY DOOR TO REMAIN, PROTECT REMOVE EX'G REMOVE EX'G WINDOWS FOR NEW SCREEN DOOR �� REMOVE ALL WINDOWS MODIFY FOR INSTALL OF NEW, OPEN'G FOR FOR NEW TYP THROUGHOUT NEW WINDOWS # 101 PORCH . 261 REMOVE EX'G COLUMNS FOR DRAWING TITLE INSTALL OF NEW ❑ DN 2 RISERS ❑ ❑ El D.S. FIRST ELOOR DEMOLITION PLAN &F IRST FLOOR DEMOLITION PLAN A- 051 . 00 CALE: 1/4" = 1'-O" DRAWING NUMBER: © REXRODE CHIRIGOS ARCHITECTS RENOVATION OF: CREWDSON RESIDENCE 675 SKIPPERS LANE ORIENT, NY 11957 ARCHITECT: REXRODE CHI RIGOS ARCHITECTS 10 EAST 23RD S�T., 6TH FLOOR NEW YORK, NEW YORK 10010 T 212 387 7980 F 212 260 2794 REMOVE EX'G WINDOWS STRUCTURAL ENGINEER: FOR INSTALL OF NEW 0 D.S. REMOVE r - -�� I I EVAN AK ELR�AD EX'G TUB I I I I I 205 BEDROOM AND I I I I 16 JAY STREET, IFL3 PLUMBING I I I I I NEW YORK, NEW YORK 10013 II II T 917 689 00301 I F-2071 BATH 1 1 / REMOVE EX'G III I I / III WINDOW FOR INSTALL OF NEW ISSUED TO FOR DATE RETAIN FOR DOB/HPC 10.16.2020 REUSE REMOVE EX'G =� frr WINDOWS FOR INSTALL OF NEWTz 204 1 ATTIC SPACE REMOVE EX'G WINDOW 201 CORRIDOR J L.YLLLLLL11L4 III 202 BEDR I 203 BEDROOM REMOVE EX'G WINDOWS FOR INSTALL REMOVE EX'G OF NEW III I WINDOWS FOR II II INSTALL OF NEW REMOVE EX'G WINDOWS FOR L INSTALL OF NEW AFj O r' °m �-2612�� Q'E REMOVE EX'G \�\ DOOR FOR DRAWING TITLE INSTALL OF NEW EX'G GARAG DOORS TO E SECOND FLOOR & REMAIN REMOVE GA R A G E III - WINDOWS EFOR DEMOLITION PLANS III INSTALL OF NEW 1 SECOND FLOOR DEMOLITION PLAN SCALE: 1/4" = 1 _O REMOVE EX'G WINDOWS FOR A- 05200 INSTALL OF NEW ° 2 GARAGE DEMOLITION PLAN DRAWING NUMBER: SCALE: 1/4" = 1'-0" © REXRODE CHIRIGOS ARCHITECTS f RENOVATION OF: CREWDSON RESIDENCE 675 SKIPPERS LANE ORIENT, NY 11957 ARCHITECT: REXRODE CHIRIGOS ARCHITECTS 10 EAST 23RD ST., 6TH FLOOR NEW YORK, NEW YORK 10010 T 212 387 7980 F 212 260 2794 EX'G STAIR NEW SEWAGE TO REMAIN MASONRY INFILL AT EX'G VENT, TYP. 5 EJECTOR & FULL HEIGHT CABINET LOCATIONS STRUCTURAL ENGINEER: UP PLAN LEGEND FRIDGE -r "-WiD Wl EVAN AKSELRAD — — — EX'G CONSTRUCTION TO BE REMOVED FRIDGE I WASHER DRYER EX'G CONSTRUCTION TO REMAIN 16 JAY STREET, FL3 NEW PARTITION NEW WASHER, NEW YORK, NEW YORK 10013 3 1/2" MTL STUD W/ 5/8" GWB I 001 LAUNDRY DRYER, FRIDGE, T 917 689 00301 EACH SIDE (5 NOM. WIDTH) SINK & SURROUNDING MILLWORK , ^.r BREAK LINE P ISSUED TO FOR DATE U OBJECT HIDDEN OR ABOVE EX'G WELL NEW 3" CONCRETE DOB HPC 10.16.2020 EX'G STAIR SLAB THROUGHOUT ALIGNMENT TO REMAIN W BOILER, HOT CRAWL SPACE 2 WATER HEATER, PRESSURE TANK & REVISION SYMBOL HW DEHUMIDIFIER cD_(4D DETAIL SYMBOL CRAWL SPACE 4 A710 2 ELEVATION SYMBOL FRI l SECTION A3oo EX'G ELECTRICAL oa WORKROOM ROOM IDENTIFICATION PANEL. REMOVE FOR NEW SERVICE & PANELS xx DOOR IDENTIFICATION IDSA WINDOW IDENTIFICATION 5 PARTITION TYPE DUPLEX ELECTRICAL OUTLET— WALL MOUNTED =0GFI DUPLEX ELECTRICAL OUTLET, tEpIED'A& GROUND FAULT CIRCUIT �G�S ASH A. INTERRUPTER— WALL MOUNTED Q cc+ AWP DUPLEX WATERPROOF ELECTRICAL OUTLET FOR EXTERIOR USE— WALL MOUNTED . 2612 '�- ® DUPLEX ELECTRICAL OUTLET— RECESSED IN FLOOR V TELEPHONE AND DATA OUTLET DRAWING TITLE DEDICATED APPLIANCE OUTLET BASEMENT FLOOR Q CABLE P LA N 0 BASEMENT FLOOR PLAN SCALE: 1/4" = 1'-0" N 00 . 00 DRAWING NUMBER: © REXRODE CHIRIGOS ARCHITECTS RENOVATION OF: CREWDSON RESIDENCE 675 SKIPPERS LANE ORIENT, NY 11957 ARCHITECT: REXRODE CHIRIGOS ARCHITECTS NEW HATCH LANDSCAPE SCREEN DOORS AT HVAC EQUIPMENT 7 O D.S. 1,2 — NEN SPLIT SYSTEM 10 EAST 23RD ST., 6TH FLOOR A202 HVAC CONDENSERS NEW YORK, NEW YORK 10010 110 PORCH - - - - -- & GENERATOR T 212 387 7980 F 212 260 2794 cli , - - - - - - - - - - - - 1 NEW NEW WINDOWS SCREEN 1058 105A NEW SCREENED STRUCTURAL ENGINEER: DOOR IN PORCH LI..........— D.S. D.S. 107 PLAN LEGEND 108 WCo O CL PANTRY DN 2 RISERS EVAN AKSELRAD - - - EX'G CONSTRUCTION TO BE REMOVED wP o EX'G CONSTRUCTION TO REMAIN 108A 2 AC 1 REUSE EX'G ENTRY 3 NEW WD WR AC,WR �OBB DOOR, MODIFIED DECKING 16 JAY STREET, FL3 & STEPS NEW YORK, NEW YORK 10013 NEW PARTITION EX'G gg FOR SWING " 3 1/2" MTL STUD W/ 5/8" GWB VENT TO T 917 689 00301 EACH SIDE (5 NOM. WIDTH) REMAIN I e 1 FRIDGE DW AC I 107MUDROOM NEW I CL 107C "v v BREAK LINE WINDOWS UP r - i ISSUED TO FOR DATE EX'G � 105A 104A — — — OBJECT HIDDEN OR ABOVE GASTAC,QR DOB/HPC 10.16.2020 METER ALIGNMENT s 3 I I 2 2 109 UDY AC ST QR, I wP 1,2 REVISION SYMBOL 1,2 105 KITCHEN DINING RM A203 I DN 1 I 2 1 104 PORCH DN 2 A201 1078 p 000 -� RISERS CD—( DETAIL SYMBOL ST O D 4 alto 2 ELEVATION SYMBOL 102A ° 102B NEW 1 EX'G FIREPLACE TO 1 2 1 &= NEW WOOD . AC REMAININSTALL NEW AC AC POCKET i/2 P S.S. LINER, NEW P P DECKING A300 SECTION DOORS MANTLE & SURROUND 102A 4 AC NEW os WOR<ROOM ROOM IDENTIFICATION • p SWITCHED EX'G OUTLET ELECT. INFILL WITH 103C xx 102 DOOR IDENTIFICATION METER N ROOM WOOD FLOOR 103 LIVING RM 103B NEW TO MATCH EX'G =@wP WINDOWS to3A POCKET WINDOW IDENTIFICATION EX'G WD DOORS FLOOR TO DN 2 RISERS 1028 REMAIN 4 AC rl 5 PARTITION TYPE p EX'G O D.S. ENTRY N DOOR N n, NEW MILLWORK �D DUPLEX ELECTRICAL BOOKCASES. TT OUTLET- WALL MOUNTED 4P REFER TO 4/A402 103A �GFI DUPLEX ELECTRICAL OUTLET, D.S.O tERED ARC GROUND FAULT CIRCUIT r INTERRUPTER- WALL MOUNTED a 102C 103A NEW WINDOWS =z(DwP DUPLEX WATERPROOF * I ELECTRICAL OUTLET FOR F EXTERIOR USE- WALL MOUNTED I 101 PORCH 12 o. 2sti2� ® DUPLEX ELECTRICAL OUTLET- oo2 RECESSED IN FLOOR NEW WD PORCH DECKING TO NEW COLUMNS V TELEPHONE AND DATA OUTLET MATCH EX'G DRAWING TITLE DEDICATED APPLIANCEO O O DN 2 RISERS O NEW WOOD OUTLET FIRST FLOOR Q D.S. STEPS TO CABLE MATCH EX'G PLAN 1 1/4" =FIRST FLO1'-0" OR PLAN SCALE: A- 1 01 . 00 N 10 DRAWING NUMBER: © REXRODE CHIRIGOS ARCHITECTS RENOVATION OF: CREWDSON RESIDENCE 675 SKIPPERS LANE ORIENT, NY 11957 ARCHITECT: REXRODE CHI RIGOS ARCHITECTS 10 EAST 23RD ST., 6TH FLOOR NEW YORK, NEW YORK 10010 T 212 387 7980 IF 212 260 2794 SLOPED PORCH ROOF BELOW STRUCTURAL ENGINEER;: PLAN LEGEND Q D.S. 207A NEW WINDOWS 2058 EVAN AKSELRAD — — — EX'G CONSTRUCTION TO BE REMOVED 207 M. BATH I BUILT IN CLIBEADBOARD EX'G CONSTRUCTION TO REMAIN 1�2 HEADBOARD 16 JAY STREET, FL3 13 & LEDGE, SLOPED SLOPED NEWYORK, NEWYORK 10013 NEW PARTITION ((::ZAC TYP. FOR 3 ROOF BELOW I ROOF BELOW 3 1/2" MTL STUD W/ 5/8" GWB 2 205 BEDROOM LOCATIONS I T 91 7 689 00301 EACH SIDE (5" NOM. WIDTH) AC 1 2 05 OR 205A ISSUED TO FOR DATE — N.�.� BREAK LINE WR BB AC 2078 Q WR,BB I — OBJECT HIDDEN OR ABOVE I DOB/HPC 10.16.2020 ALIGNMENT 1 2 2 '2 AC, AC AC, QR REVISION SYMBOL WRQ 05 OPEN TO BB 05 204 AT SPACE 104 PORCH 104 2 I 05 CD_ A 05 DETAIL SYMBOL AC DN QB 2 tL 4 A710 2 ELEVATION SYMBOL OR 2 01 2 - - - - 201 ICORRIDOR SECTION 02 02 03 A300 202A oa WORKROOMd ROOM IDENTIFICATION 1 2 AC,QR AC,QR NEW I 2021BEDROOMI I 203BEDROOM xx DOOR IDENTIFICATION WINDOWS 1/2 SLOPE ROOF BELOW 103A WINDOW IDENTIFICATION 1 1 2028 AC AC � 203A SLOPED OR OR O ROOF BELOW 5 PARTITION TYPE BUILT IN N 1 N 14 BEADBOARD AC AC 2' QD DUPLEX ELECTRICAL HEADBOARD 1/2 03 A205 iT OUTLET— WALL MOUNTED & LEDGE, 301 D NEW TYP. FOR 3 WINDOW DUPLEX ELECTRICAL OUTLET D.S. RED q �c�i GROUND FAULT CIRCUIT LOCATIONS 1 CL �G�5��y�A INTERRUPTER— WALL MOUNTED AC DUPLEX WATERPROOF I� NEW HOSE B * f � wP ELECTRICAL OUTLET FOR EXTERIOR USE— WALL MOUNTED NEW SINK, MILLWORK 2?612 P DUPLEX ELECTRICAL OUTLET— & SHELF ® RECESSED IN FLOOR SLOPED V TELEPHONE AND DATA OUTLET ROOF BELOW 01DRAWING TITLE 301 GARAGE NEW DOOR DEDICATED APPLIANCE 163 /1,3 OUTLET A204 A205 SECOND FLOOR Q CABLE NEW GARAGE PLANS WINDOW 301C 301A 3018 0 SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" D.S.O NEW WINDOWS A- 1 02 . 00N 2,4 2 GARAGE PLAN DRAWING NUMBER: A204 SCALE: 1/4" = 1'-0" Q REXRODE CHIIRIGOS ARCHITECTS RENOVATION OF: CREWDSON RESIDENCE 675 SKIPPERS LANE ORIENT, NY 11957 ARCHITECT: REXRODE CHIRIGOS ARCHITECTS 10 EAST 23RD ST., 6TH FLOOR NEW YORK, NEW YORK 10010 T 212 387 7980 F 212 260 2794 STRUCTURAL ENGINEER: REFLECTED CEILING PLAN LEGEND EVAN AKSELRAD O NEW DOWNLIGHT ® NEW UPPER 16 JAY STREET, FL3 Al CABINETS WITH W = WET LOCATION UNDERCOUNTER NEW YORK, NEW YORK 10013 LIGHT T 917 689 00301 EJ>A2 NEW WALL—WASH DOWNLIGHT O NEW PENDANT ISSUED TO FOR DATE so DOB/HPC 10.16.2020 NEW CLG FANCD / I UC UNDERCASINET LIGHTING W/ ` IN—LINE DIMMER SWITCH No s� CARBON MONOXIDE/SMOKE DETECTOR \ 1 J�ws WALL—MOUNTED SCONCE \ \ EX'G BEAM LJ ® BATHROOM EXHAUST \ \ $3. D. 1/2 SWITCH 3 = 3—WAY D = DIMMER 1/2 = 1/2 SWITCH TO OUTLETS EX'G BEAM tEaED ARC _ �SN A. Om t � ,rr I� . 261 DRAWING TITLE BASEMENT REELECTED CEILING PLAN 1 BASEMENT FLOOR REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" �DO . 00 N b DRAWING NUMBER: © REXRODE CHIRIGOS ARCHITECTS RENOVATION OF: CREWDSON RESIDENCE 675 SKIPPERS LANE ORIENT, NY 11957 ARCHITECT: REXRODE CHIRIGOS ARCHITECTS EX'G PORCH ROOF TO REMAIN D.sO 10 EAST 23RD ST.,, 6TH FLOOR NEW YORK, NEW YORK 10010 T 212 387 7980 F ;212 260 2794 NEW EXHAUST TO SOFFIT VENT NEW GUTTER & NEW WALL DOWNSPOUT SCONCE STRUCTURAL ENGINEER: D.S.0 Ws D.S. rx REFLECTED CEILING PLAN LEGEND WS s _ WS 104 PORCH I EVAN AKSELRAD 108 WC GL\ '� Ej 16 JAY STREET, FL3 OA1 NEW DOWNLIGHT _� DINING RM ( NEW YORK N W = WET LOCATION D NEW YORK 10013 ---±1EVGWB CLG PTD \ ��q2 NEW WALL-WASH DOWNLIGHT 3D 3D �,-4,. RWS p �'-4° 1 I T 91 7 689 00301 GWB CLG PTD GWB CLG PTD — S1 STAI p 107 MUDROOM \ O NEW PENDANTCI D / / p NEW I ISSUED TO FOR DATE GWB CLG PTD 109 STUDY CD-4 I ( � / I WALL I ` GWB CLG PTD \ / \ o / SCONCES i DOB/HPC 10.16.2020 CD NEW CLG FAN GWB CLG PTD 01 - 1 UNIDERCADWET LIGHTING W/ U C; ` P IN-LINE DIMMER SWITCH WS 3 3 l sD CARBON MONOXIDE/SMOKE DETECTOR 3 3D / I w IL WALL-MOUNTED SCONCE ws TO SWITCHED / OUTLETS S 00 ® BATHROOM EXHAUST �J r 3, D. �/z SWITCH102 N GUEST 103 LIVING RM ( 1 l � 3 = 3-WAY 7'-4" / D 2 DIMM2RSWITCH TO OUTLETS GWB CLG PTD I GWB CLG PTD I Q' TO �/ SWITCHE OUTLET I ( I I TO j SWITCHED — — — — — J OUTLETS D.S. 13 13 I I RETRACTABLE 1433 I I CANVAS AWNINGS WS W D.S. NEW GUTTER & ZERED �4RC �— DOWNSPOUT Q4,G�+ �iH A.� NEW GUTTER & L - - - —" — — — — — — — — — — — — — — — — NEW EXTERIOR J i WALL SCONCE DOWNSPOUT t I NEW BEADBOARD CEILING, PTD 101 PORCH �O• 26tqo�� NEW PTD WOOD ROOFLINE ABOVE COLUMNS AND CAPS REMOVE EX'G ALUMINUM PANNING. DRAWING TITLE EX'G WOOD BEAMS, PTD 0 0 0 0 D.S. FIRST FLOOR REMOVE ALUM SOFFIT. I REFLECTED I INSTALL NEW AZROCK W BEAD BOARD PATTERN NEW GUTTER & CEILING PLAN DOWNSPOUT RETRACTABLE CANVAS — — — — AWNING — &FI'S� FLOOR REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" N b A- 15 1 . 00 DRAWING NUMBER: © REXRODE CHIRIIGOS ARCHITECTS RENOVATION OF: CREWDSON RESIDENCE 675 SKIPPERS LANE ORIENT, NY 11957 ARCHITECT: REXRODE CH IRIGOS ARCHITECTS 10 EAST 23RD ST., 6TH FLOOR NEW YORK, NEW YORK 10010 I T 212 387 7980 F 212 260 2794 ROOFLINE BELOW NEW GUTTER & I I STRUCTURAL ENGINEER: DOWNSPOUT — - - - - - - - - - - - - I I REFLECTED CEILING PLAN LEGEND D.S. S i EVAN AKSELRAD o Al NEW DOT I I NEW YORK NEW YORK 10013 W = WETT LOC LOCATION '� \ � 16 JAY STREET, FL3 cn 0 1 0 I I J J T 917 689 00301 ❑>A2 NEW WALL-WASH DOWNLIGHT \ � I I G�- — — / 1205 IBEDROOM II O NEW PENDANT 1I 207 M.BATH_ J/ 2, 4„ i ISSUED TO FOR DATE 2�1 �� / PTD GWB I I DOB HPC 10.16.2020 L LO NEW CLG FAN \ / � I / w O I SEE A-151 FOR o \ sD D o RCP INFORMATION UNDERCABINET LIGHTING W/ NEW i ! ` UPPER w UC EXHAUST / 204 ATTIC SPACE o IN-LINE DIMMER SWITCH TO SOFFIT I 104 PORCH n so CARBON MONOXIDE/SMOKE DETECTOR VENT M ` sD 7'-p" — — — P WALL-MOUNTED SCONCE ws 201 ICORRIDORI o I ® BATHROOM EXHAUST D SD SD o I 3, D, 1/2 SWITCH \ 3 = 3-WAY 1 D = DIMMER 1/2 = 1/2 SWITCH TO OUTLETS I 202 IBEDROO-M1 F203 BEDROOM C'-o„ CD �- - - - - - - - - - - - - - - - - - - - - J CD_p _ PTD GWB PTD GWB a a ROOFLINE ABOVE CROSS Ws o WS o \ BEAMS E2 LT-i NORTH/SOUTH I - - - - - - - - - - - - - - - - - - - -- - - - - - - -I �ERMa Roti% CROSS BEAMS ADD GYP TO REMAIN CLNG IN Q� CLOSET t � 301 GARAGE �— • 26129y ROOFLINE BELOW 14'-6" I I EX'G DRAWING TITLE RIDGE BEAM � I W L - - - - - - - - - - - - - - - - - - - - - - -- - - - - NEWI S ECO N D FLOOR 8c WALL SCONCE / EX'G GARAGE CROSS BEAMS REELECTED NEW I ROOFLINE ABOVE CEILING PLANS PENDANT I & SWITCHS � 1 SECOND FLOOR REFELECTED CEILING PLAN SCALE: 1/4" = 1'-0" w A- 1 52 . 00 N 2 BASEMENT FLOOR RCP DRAWING NUMBER: SCALE: 1/4" = 1'-0° © REXRODE CHIRIGOS ARCHITECTS RIDGE RENOVATION OF: CREWDSON RESIDENCE 675 SKIPPERS LANE REMOVE EX'G ROOF SHINGLES ORIENT, NY 11957 RIDGE EL. 14'-5" ARCHITECT: REMOVE EX'G REXRODE CHIRIGOS ARCHITECTS ROOF SHINGLES REMOVE EX'G SCONCE 10 EAST 23RD ST., 6TH FLOOR & REPLACE WITH NEW NEW YORK, NEW YORK 10010 T 212 387 7980 F 212 260 2794 SECOND LEVEL_ FINISH FLOOR EL. 7'-10" STRUCTURAL ENGINEER: LI REMOVE EX'G EVAN AKSELRAD WINDOWS FOR INSTALL OF NEW 16 JAY STREET, FL3 REMOVE EX'G NEW YORK, NEW YORK 10013 ASBESTOS T 917 689 00301 SHINGLES FIRST LEVEL FINISH FLOOR ISSUED TO FOR DATE . o'—o" DOB/HPC 10.16.2020 REMOVE EX'G COLUMNS REMOVE EX'G VENT FOR INSTALL OF NEW 0 EXISTING EXTERIOR ELEVATION — WEST SCALE: 3/8" = 1'-0" NEW CHIMNEY CAP EX'G CHIMNEY TO RIDGE REMAIN EL. 21'-0 3/4" NEW ROOF EX'G ADDITION SHINGLES �� > I I I I RIDGE EL. 14'-5" NEW ROOF SHINGLES .�Ep1ED AOC' p r' NEW WINDOWS & fi PTD WD TRIM 1 NEW CEDAR 2 NEWGUTTERS & 1 A303 SIDING SHINGLES DOWNSPOUTS A302 NEW EXTERIOR A 1 A301 RETRACTABLE PTD WD TRIM M• 26t2�� P'� SCONCES, TYP. 2 CANVAS AWNING CEDAR SHINGLES SIDING SECOND LEVEL FINISH FLOOR RETRACTABLE CANVAS EL. 7 —10 DRAWING TITLE AWNING I I I EXTERIOR - - - - - - - - - - - - - - - - - ELEVATIONS L LJT F 103A NEW SCREENED PANELS WEST REBUILD EX'G WOOD (10 C 0 t o 1 B PORCH & STEPS TO MATCH EX'G :IFT SCREEN SCREEN SCREEN SCREEN FIRST LEVEL FINISH FLOOR -----------Jill ---Jill EL. o'—o" I I I m kLl --- A- 20000_ N NEW PTD WD COLUMNS RETRACTABLE ° TO MATCH HISTORIC CANVAS AWNING PHOTOS, TYP. 4 CEMENT STUCCO FINISH @ DRAWING NUMBER: PROPOSED EXTERIOR ELEVATION — WEST EXPOSED CONCRETE BLOCK 2 SCALE: 3/8" — 1'-0° © REXRODE CHIRIGOS ARCHITECTS RENOVATION OF: RIDGE EL. 21'-0 3/4" CREWDSON RESIDENCE 675 SKIPPERS LANE ORIENT, NY 11957 RIDGE EL. 14'-5" ARCHITECT: REXRODE CHIRIGOS ARCHITECTS REMOVE EX'G ASBESTOS SHINGLES 10 EAST 231RD ST., 6TH FLOOR NEW YORK, NEW YORK 10010 T 212 387 7980 F 212 260 2794 SECOND LEVEL FINISH FLOOR EL. 7'-10" STRUCTURAL ENGINEER: REMOVE EX'G WINDOWS FOR INSTALL OF NEW EX'G PORCH EVAN AKSELRAD TO REMAIN REMOVE EX'G COLUMNS FOR INSTALL OF NEW 16 JAY STREET, FL3 NEW YORK, NEW YORK 10013 T 917 689 00301 ISSUED TO FOR DATE FIRST LEVEL FINISH FLOOR EL. 0'-0" DOB HPC 10.16.2020 REMOVE EX'G VENT 0 EXISTING EXTERIOR ELEVATION - SOUTH SCALE: 3/8" = 1'-0" NEW CHIMNEY CAP EX'G CHIMNEY TO RIDGE REMAIN EL. 21'-0 3/4" 12" 12' 12" 10 3/4" 10 3/ " NEW WINDOWS & PTD WD TRIM RIDGE 2 NEW CEDAR A3 2 EL. 14'-5" SIDING SHINGLES NEW GUTTERS & DOWNSOUTS 12 2 5A ��pIED qqC 2 A 4 1/ 12" m 12 5 1/4" 1 4,. PTD FASCIA 'I� 1 4 ��• 2612�� Q'�' SECOND LEVEL FINISH FLOOR EL. 7'-10" DRAWING TITLE II I EXTERIOR PTD EX'G WD TRIM - - - - - - - - - - - - - - - - - - - - - - - -T - - -C - - - - - - PANELS NEW SCREENED ELEVATIONS RETRACTABLE CANVAS AWNINGS NEW EXTERIOR SOUTH PTD WD COLUMNS TO MATCH HISTORIC PHOTOS, TYP. 41 44A SCONCE SCREEN PTD WD TRIM REBUILD EX'G WD PORCH & STEPS TO MATCH EX'G SCREEN SCREEN SCREEN SCREEN CEDAR SHINGLE SIDING FIRST LEVEL FINISH FLOOR EL. 0'-0" Hill I A- 201 , 00 N b DRAWING (NUMBER: PROPOSED EXTERIOR ELEVATION - SOUTH 2 SCALE: 3/8" = 1'-0" © REXRODIE CHIRIGOS ARCHITECTS RIDGE RENOVATION OF: CREWDSON RESIDENCE REMOVE EX'G ROOF SHINGLES REMOVE EX'G 675 SKIPPERS LANE ROOF SHINGLES ORIENT, NY 11957 RIDGE EL. 14'-5" ARCHITECT: REMOVE EX'G WINDOWS FOR REXRODE CHIRIGOS ARCHITECTS INSTALL OF NEW REMOVE EX'G ASBESTOS REMOVE EX'G WINDOW & SHINGLES INFILL TO MATCH EXTERIOR 10 EAST 23RD ST., 6TH FLOOR NEW YORK, NEW YORK 10010 T 212 387 7980 F 212 260 2794 SECOND LEVEL FINISH FLOOR EL. 7'-10" STRUCTURAL ENGINEER: —ILL ILI REMOVE EX'G SCONCE & EVAN AKS ELRAD II -1HL / REPLACE W J LII NEW 16 JAY STREET, F11-3 I I o NEW YORK, NEW YORK 10013 I I T 917 689 00301 11-0 REMOVE EX'G EX'G PORCH 11 OUTDOOR SHOWER TO REMAIN ISSUED TO FOR DATE FIRST LEVEL FINISH FLOOR EL. 0'-o" I I DOB/HPC 10.16.2020 EX'G BILCO TO REMAIN (DE XISTING EXTERIOR ELEVATION - EAST SCALE: 3/8" = 1'-0" NEW CHIMNEY CAP RIDGE EL. 21'-0 3/4" EX'G CHIMNEY TO REMAIN ADDITION EX'G ` ` > NEW ROOF SHINGLES I I RIDGE EL. 14'-:5" NEW WINDOWS & (21) g (21 q PTD WD TRIM �EpIED A&C, Q�G'�5 N A.R� RETRACTABLE CANVAS ko•, 2612 AWNING SECOND LEVEL FINISH FLOOR EL. 7'-10" 77 DRAWING TITLE EXTERIOR IL NEW EXTERIOR 5 ELEVATIONS i i NEW SCREENED PANELS 71 - NEW GUTTERS & DOWNSPOUTS EAST PTD WD TRIM 107A ® SCREEN SCREEN SCREEN 1 A NEW CEDAR ILjl SIDING SHINGLES CEDAR SHINGLE SIDING � SCONCE FIRST LEVEL FINISH FLOOR 110A EL. o'-o" GENERATOR CONDENSER CONDENSER 14 NEW SPLIT SYSTEM HVAC A- 202 . 00 N CONDENSERS & GENERATOR DRAWING NUMBER: PROPOSED EXTERIOR ELEVATION - EAST 2 SCALE: 3/8" = 1'-0" © REXRODE CHIRIGOS ARCHITECTS RENOVATION OF: LGE2 CREWDSON RESIDENCE 675 SKIPPERS LANE ORIENT, NY 11957 ;IDGE EL. 14'-5" 71HHL ARCHITECT: REMOVE EX'G REXRODE CHIRIGOS ARCHITECTS ASBESTOS SHINGLES 10 EAST 23RD ST., 6TH FLOOR NEW YORK, NEW YORK 10010 T 212 387 7980 F 212 260 2794 �;ECOND LEVEL FINISH FLOOR 7'-10" STRUCTURAL ENGINEER: REMOVE EX'G OVERHEAD ELECTRICAL SERVICE FOR NEW EX'G PORCH BELOW GRADE EVAN AKSELRAD TO REMAIN REMOVE EX'G WINDOWS FOR INSTALL OF NEW 16 JAY STREET, FL3 REMOVE EX'G COLUMNS NEW YORK, NEW YORK 10013 FOR INSTALL OF NEW T 917 689 00301 IRST LEVEL FINISH FLOOR EX'G VENT TO REMAIN ► ELEC. METER ISSUED TO FOR DATE I- EL. o'—o" DOB/HPC 10.16.2020 REMOVE EX'G VENT REMOVE EX'G VENT EX'G GAS METER 1 EXISTING EXTERIOR ELEVATION — NORTH SCALE: 3/8" = 1'-0" NEW CHIMNEY CAP . 12 E.L. 21'-0 3/4" EX'G CHIMNEY TO REMAIN 12" 12" 12" 3 1/2" 1 3 4" 10 3/4" NEW CEDAR SIDING SHINGLES MIDGE I.L. 14'-5" 2 B EDAR �1 H ,qc'�'���C 2 A 2 B 12" �m 2» 5 1/4" # ' 4 1/4 —� SECOND LEVEL FINISH FLOOR EL. 7'-10" DRAWING TITLE PTD FASCIA EXTERIOR NEW WINDOWS PTD EX'G WD TRIM ELEVATIONS & PTD WD TRIMT-� L-1 L] RETRACTABLE CANVAS AWNINGS- NEWNORTH NEW GUTTERS 1 A PTD WD COLUMNS TO MATCH & DOWNSPOUTS HISTORIC PHOTOS, TYP. 4 1 A 1 A 1 B REBUILD EX'G WD PORCH & STEPS TO MATCH EX'G FIRST LEVEL FINISH FLOOR ETC. MET R 1=L. 0'-0" N EX'G VENT TO REMAIN A- 203 . 00 N EX'G GAS METER DRAWING NUMBER: 2 PROPOSED EXTERIOR ELEVATION — NORTH © REXRODE CHIRIGOS ARCHITECTS SCALE: 3/8" = 1'-0" RENOVATION OF: CREWDSON RESIDENCE 675 SKIPPERS LANE RIDGE RIDGE ORIENT, NY 11957 EL. 15'—'I 1/2" EL. 15'—1 1/2" B.O. BEAM B.O. BEAM EL. 14'-6" EL. 14'-6" ARCHITECT: REXRODE CHIRIGOS ARCHITECTS REMOVE EX'G ROOF SHINGLES FOR INSTALL OF REMOVE EX'G NEW 10 EAST 23RD ST., 6TH FLOOR CEDAR SHINGLES NEW YORK, NEW YORK 10010 FOR INSTALL OF T 212 387 7980 IF 212 260 2794 NEW B.O. BEAM B.O. BEAM EL. 8'-o" EL. 8'-0" STRUCTURAL ENGINEER; REMOVE EX'G CEDAR SHINGLES FOR INSTALL OF EVAN AKSELRAD EX'G GARAGE NEW DOORS TO REMAIN REMOVE FOR WINDOW FOR 16 JAY STREET, FL3 INSTALL OF NEW NEW YORK, NEW YORK 10013 T 917 689 00301 ISSUED TO FOR DATE FINISH FLOOR FINISH FLOOR DOB/HPC 10.16.2020 EL. 0'-o" EL. o'—o" 1 EXISTING EXTERIOR ELEVATION - NORTH 2 EXISTING EXTERIOR ELEVATION - WEST SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" RIDGE RIDGE EL. 15'-1 1/2" EL. 15'-1 1/2" B.O. BEAM B.O. BEAM LIGHT EF FIXTURE XTERIOR EL. 14'-6" t� 12" 12" m 8" 8° PTD FASCIA NEW CEDAR SIDING SHINGLES . W.612�� PTD WD TRIM NEW ROOF B.O. BEAM B.O. BEAM SHINGLES EL. 8'—o" EL. 8'—o" DRAWING TITLE NEW CEDAR SIDING SHINGLES NEW GUTTER & EXTERIOR DOWNSPOUT NEW GUTTERS NEW WINDOWS & ELEVATIONS , & DOWNSPOUTS PTD WD TRIM GARAGE NORTH 3 1A 3 B 8c WEST FINISH FLOOR FINISH FLOOR EL. o'—o" EL, o'-o" A- 204 . 00 N b DRAWING NUMBER: PROPOSED EXTERIOR ELEVATION - NORTH PROPOSED EXTERIOR ELEVATION - WEST 3 SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" © REXRODE CHIRIGOS ARCHITECTS RENOVATION OF: CREWDSON RESIDENCE 675 SKIPPERS LANE RIDGE � RIDGE ORIENT, NY 11957 EL. 15'-1 1/2" EL. 15'-1 1/2" B.O. BEAM B.O. BEAM EL. 14'-6" EL. 14'-6" ARCHITECT: REXRODE CHIRIGOS ARCHITECTS REMOVE EX'G ROOF SHINGLES FOR INSTALL OF NEW 10 EAST 23RD ST., 6TH FLOOR NEW YORK, NEW YORK 10010 T 212 387 7980 F 212 260 2794 B.O. BEAM B.O. BEAM EL. 8'—o" EL. 8'—o" STRUCTURAL ENGINIEER: REMOVE EX'G CEDAR SHINGLES REMOVE EX'G EVAN AKSELRAD FOR INSTALL OF CEDAR SHINGLES NEW FOR INSTALL OF NEW 16 JAY STREET, FL3 NEW YORK, NEW YORK 10013 o T 917 689 00301 i ISSUED TO FOR DATE DOB/HPC 10.16.2020 FINISH FLOOR FINISH FLOOR EL. 0'—o" EL. 0'-0" REMOVE EX'G WINDOW REMOVE EX'G WINDOW & DOOR FOR FOR INSTALL OF NEW INSTALL OF NEW 1 EXISTING EXTERIOR ELEVATION - SOUTH 2 EXISTING EXTERIOR ELEVATION - EAST SCALE: 3/8" = 1'-0" SCALE = 1'-0" RIDGE RIDGE EL. 15-1 1/2" EL. 15-1 T72" B.O. BEAM B.O. BEAM EL. 14'-6" EL. 14'-6" .4EQlED'SRC 12 12 8 8 NEW ROOF SHINGLES * � L PTD FASCIA Q� 26t29� P� B.O, BEAM B.O. BEAM EL. 8'-o" EL. s'-o" DRAWING TITLE NEW WINDOWS EXTERIOR NEW WINDOWS & PTD WD TRIM & PTD WD TRIM NEW GUTTER & NEW CEDAR ELEVATIONS , NEW CEDAR DOWNSPOUT SIDING SHINGLES SIDING GARAGE — SOUTH SHINGLES (3 )lc o1 (31 D 8c EAST NEW GUTTER ° NEW GUTTER & DOWNSPOUT & DOWNSPOUT i FINISH FLOOR FINISH FLOOR — EL. 0'-0" NEW HOSE BIB EL. 0'-0" N NEW DOOR & PTD WD TRIM DRAWING NUMBER: PROPOSED EXTERIOR ELEVATION - SOUTH DPROPOSED EXTERIOR ELEVATION - EAST 3 SCALE: 3/8" = 1'-0" SCALE: 3/8' = 1'-0" © REXRODE CHIRIGOS ARCHITECTS 2'-0" MIN. ICE SHIELD FROM INSIDE EXTERIOR WALL NEW 30# FELT UNDERLAYMENT RENOVATION OF: NEW ASPHALT SHINGLES \� NEW SELF-ADHERED BITUMINOUS ICE / WATER SHIELD, TO EXTEND C R E W DS O N AT LEAST 24" INSIDE THE EXTERIOR WALL LINE. 36" COURSE AT EAVE RESIDENCE EXISTING T AND G SHEATHING CEILING INSULATION, R-49 MIN. TOTAL —` --- EXISTING ROOF RAFTERS CLOSED CELL SPRAY FOAM, 5.5", R-33 MI `-� BATT INSULATION, 5.5", R-17 MIN. NEW DRIP EDGE UNDER UNDERLAYMENT 675 SKIPPERS LANE EXISTING ROOF RAFTERS NEW HALF ROUND GUTTER EXISTING T AND G BOARDS NOTE: B.O. TRIM BOARD ORIENT, NY 11957 AT RAKE TO ALIGH WITH BOTTOM EDGE OF EAVE EXISTING WOOD FRAMING FASCIA EXISTING JOISTS NEW CONT. VERSATEX FASCIA, ARCHITECT: 'L AND EXISTING BLOCKING - BUILDING WRAP LAPS SOFFIT BUILDING BOARD FIN CLG. NEW FOLDED BOX COPPER REXRODE CHIRIGOS ARCHITECTS +7'-4 3/8" FLASHING AT HEAD DRIP SAME ELEVATION AS NEW SHIM AT JOISTS AS REQ'D EXISTING CEILING TO ALIGN CEILING TO OLDER NEW HEAD DRIP PART OF HOUSE NEW GWB CEILING 10 EAST 23RD ST., 6TH FLOOR ,mkWIN. HEAD _ — _ _NEW PTD. WOOD TRIM— NEW YORK, NEW YORK 10010 +6'-8" — — — — — — — NEW TRIM, PTD., 1/4" PROUD OF V.I.F., NEW WINDOW HEADS TO SIDING T 212 387 7980 F 212 260 2794 ALIGN WITH EXISTING FRONT DOOR NEW SECONDARY COPPER FLASHING 2 HEAD. I NEW WINDOW R.O. WRAP INSULATE VOIDS BETWEEN WINDOW AND R.O., ALL SIDES STRUCTURAL ENGINEER: OlLT.O. RIDGE NEW DOUBLE HUNG WINDOW, ALUM. CLAD EXTERIOR, PRIMED FOR CONTRACTOR PAINTING INSIDE. U FACTOR 0.32 MAX EVAN AKSELRAD SHGC 0.40 MAX AIR INFILTRATION RATE < 0.3 CFM PER SQUARE FOOT WHEN TESTED 16 JAY STREET, FL3 PER NFRC 400 OR AAMA/WDMA/CSA 101/I.S.2/A440 NEW YORK, NEW YORK 10013 NEW ASPHALT T 917 689 00301 ROOF SHINGLES i ISSUED TO FOR DATE DOB/HPC 10.16.2020 I PAN FLASHING AND WINDOW R.O. NEW PTD. WOOD WINDOW SILL AND I WRAP OVERLAPS BUILDING WRAP AlkNEW PAINTED T.O. EAVE EAVE FASCIA APRON BUILDING SHEATHING / SLOPED PTD. WOOD SILL WITH DRIP NEW COPPER GUTTER NEW GWB PTD. WOOD APRON NEW PAINTED FRIEZE BOARD NEW PTD. WOOD BASE— NEW CLEAR CEDAR SHINGLES • BEYOND NEW SYNTHETIC RAINSCREEN NEW PAINTED NEW 3/4" TONGUE AND GROOVE UNDERLAYMENT (OBDYKE SLICKER WOOD HEAD DRIP WOOD FLOORING ON NEW 3/4" CLASSIC OR EQUAL) ON NEW PLYWOOD SUBSTRATE, ON EXISTING BUILDING WRAP FLOOR JOISTS jEXISTING WOOD BOARD SHEATHING TO REMAIN NEW CLEAR T.O. EXG' FIN. FLR. __ - — NEW CLOSED CELL SPRAY CEDAR SHINGLES +0-0 INSULATION, R-20 MIN. EXISTING WOOD STUD FRAMING TO NEW PAINTED REMAIN WOOD WINDOW TRIM NEW CLOSED CELL SPRAY INSULATION BETWEEN EXISTING FLOOR JOISTS, R-19 MIN. NEW ALUMINUM •b•.�.I•p CLAD 2 OVER 2 I I EXIST. FOUNDATION WALL TO BE PARGED 2" RIGID INSULATION, R-10 ON DOUBLE HUNG CRAWL SPACE D A EXISTING FOUNDATION WALL, FOOTINGS, RECRAWL SPACE WALLS •. � j I E Rcti� WINDOW DRAINAGE TO REMAIN. BLOCK ALL EXISTING VENT OPENINGS. 4 ,+, NEW RAT SLAB ON CONT. CLASS I VAPOR BARRIER EXISTING GRADE * t ON 2" RIGID INSULATION, R-1 I P ON EXISTING GRADE tco I y EXISTING W.P. MEMBRANE TO REMAIN ,IkT.O. EXG' EARTH -- - ---- -- - - - —p J ' , —I — 6 ••o i MIN. _ I DRAWING TITLE T.O. EXG. FIN. FLR. +° -° - - - - - � �. rl: EXTERIOR —I II II D ETA I LS - PARGED EXG. GRADE FOUNDATION WALL I p II D VARIES II —I D p p D p O 0 N 1 ELEVATION @ TYPICAL WINDOWTYP. WALL SECTION @ LIVING ROOM DINING ROOM CRAWL SPACE A- 301 . 00 SCALE: 3/4" = 1'-0" 2 SCALE: 1 1/2" = 1'-0" DRAWING NUMBER: © REXRODE CHIRIGOS ARCHITECTS e e � POST / FRAMING ASPHALT SHINGLES RENOVATION OF: 30# FELT UNDERLAYMENT EXTERIOR PLYWOOD SHEATHING C R E W D S O N 1 NOTE: B.O. TRIM BOARD AT RAKE RESIDENCE TO ALIGH WITH BOTTOM EDGE OF T.O. RIDGE EAVE FASCIA - -- - - - - - - - - - - - - - - -- - RAKE FLASHING / TRIM - COORDINATE WITH GUTTER AND EAVE FASCIA 675 SKIPPERS LANE VERSATEX RAKE BOARD WITH BOTTOM DRIP. ORIENT., NY 1 1957 � 2X BLOCKING ® 24" O.C. VERSATEX BOXING POST / FRAMING1X SECURED TO BLOCKING rj AND END RAFTER ROOF RAFTERS, REF. STRUCT. CLEAR CEDAR SHIINGLES ARCHITECT: ASPHALT SHINGLES BUILDING WRAP LAPS FLASHING � � I PTD. BEADBOARD CEILING AND FLASHING AT HEAD COPPER NEW FOLDED BOX REXRODE CHIRIGOS ARCHITECTS WALLS ON PLYWOOD SHEATHING `\ 30# FELT UNDERLAYMENT NEW HEAD DRIP � I PLYWOOD SHEATHING PAINTED WOOD TRIM 10 EAST 23RD ST., 6TH FLOOR \ \ NEW TRIM, PTD., 1/4" PROUD OF NEW YORK, NEW YORK 10010 .� DUMMY ROOF RAFTERS SIDING T 212 387 7980 F 212 260 2794 DRIP EDGE UNDER UNDERLAYMENT NEW SECONDARY COPPER FLASHING NEW WINDOW R.O. WRAP \ NEW HALF ROUND GUTTER INSULATE VOIDS BETWEEN WINDOW NOTE: B.O. TRIM BOARD AT RAKE AND R.O., ALL SIDES STRUCTURAL ENGINEER: TO ALIGH WITH BOTTOM EDGE OF NEW CLAD FIXED I EXTERIOR,PICTURE PR IMED DOOR ALUM. EAVE FASCIA ROOF RAFTERS CONTRACTOR PAINTING INSIDE. CONT. VERSATEX FASCIA, SOFFIT, BEADBOARD CEILING AND FRIEZE BOARD I EVAN AKSELRAD AND WALLS i NEW RETRACTABLE MOUNTED AWNING 104A 16 JAY STREET, FL3 PSL BEAM, REF. STRUCT. I BUILDING WRAP LAPS \ FLASHING � NEW YORK, NEW YORK 10013 T 917 689 00301 FOLDED BOX COPPER FLASHING PTD. WOOD TRIM I HEAD DRIP WIN. HEAD +6 -8 - — - - - — — — — — — — — — — — PAINTED WOOD TRIM ISSUED TO FOR DATE V.I.F., NEW WINDOW HEADS TO I NEW PTD. WOOD WINDOW SILL AND ALIGN WITH EXISTING FRONT DOOR APRON HEAD. R.O. WRAP PAN FLASHING AND WINDOW R.O. DOB/HPC 10.16.2020 WRAP OVERLAPS BUILDING WRAP / PTD. SCREEN FRAME / STOP BUILDING SHEATHING SCREEN / SLOPED PTD. WOOD SILL WITH DRIP PTD. WOOD APRON NEW CLEAR CEDAR SHINGLES NEW SYNTHETIC RAINSCREEN UNDERLAYMENT ON NEW BUILDING WRAP PTD. BEADBOARD ON PLYWOOD EXTERIOR PLYWOOD SHEATHING SHEATHING HEADER NEW RETRACTABLE MOUNTED AWNING PAINTED WOOD TRIM I BUILDING WRAP LAPS • FLASHING 104 1 PORCH FOLDED BOX COPPER FLASHING I — HEAD DRIP WIN. HEAD - - - - - - - - - - - - - - - - - PAINTED WOOD TRIM +6 -8Ld V.I.F., NEW WINDOW HEADS TO I I ALIGN WITH EXISTING FRONT DOOR HEAD. R.O. WRAP I I PTD. SCREEN FRAME / STOP SCREEN SCREEN 104 PORCH I 11041PORCH PTD. SCREEN FRAME / STOP SLOPED PTD. WOOD SILL WITH 5 N A �gCti�T SCREEN DRIP. SILL RAISED ON 4k' 3/4" TONGUE AND GROOVE WOOD PTD. SCREEN FRAME / STOP 3/4" TONGUE AND GROOVE WOOD SHIMS/SPACERS J" ABOVE WOOD FLOORING TO ALLOW WATER TO /3 4" TONGUE AND GROOVE WOOD FLOORING ON NEW 3/4" PLYWOOD I FLOORING ON NEW 3/4" PLYWOOD WEEP UNDER FLOORING ON NEW 3/4" PLYWOOD * r SUBSTRATE, ON FLOOR JOISTS FLASHING OVERLAPS BUILDING WRAP / BUILDING SHEATHING SPACERS - OPENINGS BETWEEN SUBSTRATE, ON FLOOR JOISTS SUBSTRATE, ON FLOOR JOISTS —� SLOPE J" PER FOOT SPACERS TO ALLOW WATER TO SLOPE J" PER FOOT 5/4 BOARD TREADS N. 261OIL T.O. FIN. FLR. _ T.O. FIN. FLR. WEEP OUT AND RISERS y +01-01, - — — =- - SLOPED PTD. WOOD SILL WITH DRIP +01-011 i CLEAR CEDAR SHINGLES P.T STRINGERS I SYNTHETIC RAINSCREEN FLASHING P.T. PORCH FLOOR FRAMING, DRAWING TITLE P.T PORCH FLOOR FRAMING, UNDERLAYMENT (OBDYKE SLICKER P.T. PORCH FLOOR FRAMINGREF. STRUCT. , I BUILDING WRAP 1�� REF. STRUCT. CLASSIC OR EQUAL) ON NEW REF. STRUCT. SLOPE FRAMING $ PER FOOT BUILDING WRAP I SLOPE FRAMING " PER FOOT I EXTERIOR B PIER BEYOND, P.T POST BEYOND SONOTUBE BEYOND, REF. STRUCT. TOP OF CONCRETE I TOP OF CONCRETE PIER BEYOND, D ETAI �S REF. STRUCT. REF. STRUCT. OILT.O. EXG' GRADE EXISTING GRADE T.O. EXG' GRADE FINISHED GRADE I I I I I I I I I I I I I I I }-. CONC. PIER W/ FOOTING FOOTING BEYOND, REF. STRUCT. FOOTING BEYOND, REF. STRUCT. I I I I I I A- 302 . 00 I I I i I I I I I i I I I I I I I I I I I I L - - - - - - - - -� - - - - - -� L - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - DRAWING NUMBER: 1 TYP. WALL SECTION @ 104 SCREENED PORCH 2 WALL SECTION @ 104 SCREENED PORCH SCALE: 1 1/2" = V-O" SCALE: 1 1/2" = 1'-0" © REXRODE CHIRIGOS ARCHITECTS Y RENOVATION OF: CREWDSON RESIDENCE 675 SKIPPERS LANE ORIENT, NY 11957 ARCHITECT: REXRODE CHIRIGOS ARCHITECTS NEW ASPHALT SHINGLES NEW 30# FELT UNDERLAYMENT 10 EAST 23RD ST., 6TH FLOOR EX'G T & G SHEATHING NEW YORK, NEW YORK 10010 EX'G RAFTERS T 212 387 7980 F 212 260 2794 � NEW 1/2 ROUND GUTTER s FIN. CLG. STRUCTURAL ENGINEER: TO MATCH EXISTING ELEVATION EXISTING ROOF FRAMING TO REMAIN NEW PTD BEADBOARD CEILING TO MATCH ORIGINAL PROFILE � \ NEW CONT VERSATEX EVAN AKSELRAD FASCIA AND SOFFIT NEW QUARTER ROUND TRIM 16 JAY STREET, FL3 PTD WOOD BEAM ENCLOSURE. RESTORE OR REPLACE ORIGINAL � � � NEW YORK, NEW YORK 10013 T 917 689 00301 EX'G COLUMN CAP TO REMAIN NEW RETRACTIBLE MOUNTED- AWNING OUNTEDAWNING41 NEW CUSTOM PTD WOOD I I II COLUMN COVER. PROFILE TO I I EXISTING FRAMING TO REMAIN II ISSUED TO FOR DATE MATCH EXISTING HISTORIC I I PTD WOOD BEAM ENCLOSURE PHOTOS. RESTORE OR REPLACE ORIGINAL i DOB/HPC 1 0.1 6.202,0 I I SEAM IN COLUMN COVER I U I ( NEW LIGHT STRUCTURAL POST WITHIN FIXTURE BEYOND COLUMN COVER I I I I I I I I I I I I I I I I i I I PROFILE OF EXTERICR WALL, I REF. 2/A301 FOR SIMILAR I I I I I I I I I I I I I I I I I I I I I I I I 4�Ca`5 :VkED �,R C, ��F� NEW TONGUE AND GROOVE I I rr PORCH TO MATCH DECKING I I r I I I I No. 2612��0 I I DRAWING TITLE I I I I NEW PORCH FRAMING I I EXTERIOR I I NEW WOOD POST, REF. STRUCT. D ETA I LS NEW STEPS AND FRAMING BEYOND, TO MATCH EXISTING NEW CONCRETE PIER AND FOOTING, REF. STRUCT. I I I I IA- 303 . 00 I I I I DRAWING NUMBER: OWAL L SECTION @ FRONT PORCH L_ - - - - - - - - - - - - - - � SCALE: 1 1/2" = 1'-o' © REXRODE CHIRIGOS ARCHITECTS RENOVATION OF: DOOR SCHEDULE ROOM FINISH SCHEDULE DOORSPE DOOR SIZE MATERIAL SECURITY SCREEN REMARKS ROOM NO. FLOOR WALLS CEILING NOTES C R EW DS O N NO. W X Fi THICKNESS DOOR FRAME FINISH CONTACT DOOR NORTH EAST SOUTH WEST FIRST FLOOR BASEMENT FLOOR RESIDENCE 102-A C 2'-0" X 6-8" 1-3/4" WD. WD. PTD. 102-B C 2'-8" X 6-8" 1-3/4" WD. WD. PTD. LAUNDRY 001 EX'G CONCRETE PLASTIC LAMINATE, PTD GWB 103-A B 3'-0" X 6-8" EX'G WD./GL WD. PTD. Y EX'G DOOR TO BE REFURBISHED, PROVIDE SCREEN WITH FRAME TO MATCH EXISTING DOOR PTD MILLWORK 103-B D (2) 2'-0" X 6-8" 1-3/4" WD./GL WD. PTD. STAIR 675 SKIPPERS LANE 104-A F (2) 2'-6" X 6-8" 1-3/4" - WD. PTD. SCREEN. ORIENT N Y 11957 105-A G (2) 2'-6" X 6-8" 1-3/4" WD./GL WD. PTD. FIRST FLOOR 107-A B 2'-8" X 6-8" EX'G WD./GL WD. PTD. Y EX'G DOOR TO BE REFURBISHED, PROVIDE SCREEN WITH FRAME TO MATCH EXISTING DOOR 107-8 E 2'-4" X 6-0" EX'G WD. WD. PTD. EX'G DOOR TO REMAIN, STRIP AND REPAINT AS INDICATED IN SCHEDULE PORCH 101 EX'G WD. REFINISHED SHINGLES WD. 107-C E (2) 1'-5" X 6-8" 1-3/4" WD, WD. PTD. TV ROOM 102 EX'G WD. REFINISHED PTD GWB PTD GWB PTD GWB PTD GWB PTD GWB ARCHITECT: 108-A A 2'-6" X 6-8" 1-3/4" WD. WD. PTD. 110-A H (2) 2'-11"-X 6-7" WD. WD. PTD. EX'G DOORS TO BE REPLACED WITH NEW & PAINTED LIVING RM 103 WD. PTD GWB PTC) GWB PTD GWB, PTD GWB PTD GWB MILLWORK REXRODE CHIRIGOS ARCHITECTS SECOND FLOOR 201-A E (2) 1'-4" X 6-8" 1-3/4" WD. WD. PTD. PORCH 104 WD. SHINGLES SHINGLES, SCREENS SHINGLES, SCREENS SHINGLES, SCREENS WD. 202-A E 2'-6" X 6-8" 1-3/4" WD. WD. PTD. EX'G DOOR TO BE REFURBISHED & PAINTED KITCHEN/ 105 WD. PTD MILLWORK, PTD GWB, PTD GWB PTD GWB, TILE, PTD GWB 202-B A (2) 1'-8" X 6-8" 1-3/4" WD. WD. PTD. DINING RM TILE PTD MILLWORK PTD MILLWORK 10 EAST 23RD ST., 6TH FLOOR 203-A A 2'-6" X 6-8" 1-3/4" WD. WD. PTD. EX'G DOOR TO BE REFURBISHED & PAINTED MUDROOM 107 TILE PTD BD. BD. PTD GWD, PTD MILLWORK PTD GWD, PTD GWB NEW YORK, NEW YORK 10010 203-B E 3'-4" X 6-8" 1-3/4" WD. WD. PTD. PTD MILLWORK PTD MILLWORK 205-A A 2'-6" X 6-8" 1-3/4" WD. WD. PTD. WC 108 TILE TILE TILE, PTD BD. BD. PTD BD. BD. TILE, PTD BD. BDB. PTD GWT 21 2 387 7980 F 21.2 260 2794 FULL HEIGHT FULL HEIGHT FULL HEIGHT 205-B A 2'-0" X 6-8" 1-3/4" WD. WD. PTD. EX'G CLOSET DOOR TO BE REFURBISHED & PAINTED PTD GWB, PTD GWB, PTD BD. BD. FULL 205-C E (2) 1'-8" X 6-0" 1-3/4" WD. WD. PTD. STUDY 109 EX'G WD. REFINISHED WALLPAPER WALLPAPER HEIGHT, PTD MILLWOR PTD GWB PTD GWB STRUCTURAL ENGINEER: 205-E A 2'-4" X 6-8" 1-3/4" WD. WD. PTD. PORCH 110 WD. TO MATCH SHINGLES WD. 205-F A 2'-0" X 6-8" 1-3/4" WD. WD. PTD. PORCH 101 FLOOR GARAGE STAIR 7EX'G BEADBOARD 301-A A 2'-6" X 6-8" 1 1-3/4" WD. WD. PTD. EVAN AKS ELRAD NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. SECOND FLOOR SCREEN DOORS WHERE NOTED CORRIDOR 201 EX'G WD. REFINISHED PTD GWB PTD GWB PTD GWB PTD GWB PTD GWB 16 JAY STREET, FL3 NEW YORK, NEW YORK 10013 BEDROOM 202 EX'G WD. REFINISHED PTD GWB PTD GWB PTD GWB PTD GWB, PTD GWB T 917 689 00301 PTD MILLWORK BEDROOM 203 EX'G WD. REFINISHED PTD GWB, PTD GWB PTD GWB PTD GWB PTD GWB PTD MILLWORK ATTIC SPACE 204 ETR ETR ETR ETR ETR ETR ISSUED TO FOR DATE WINDOW SCHEDULE BEDROOM 205 EX'G WD. REFINISHED PTD GWB PTD GWB PTD GWB, PTD GWB PTD GWB DOB/HPC 10.16,2020 WDW NOMINAL SIZE FRAME PTD MILLWORK N0. TYPE W. X H. GLAZING MATERIAL SHADE OPTIONS REMARKS TILE, PTD BD. BD. PTD BD. BD. TILE, PTD BD. BD. TILE, PTD BD. BD. FIRST FLOOR M. BATH 207 TILE PTD GWB FULL HEIGHT FULL HEIGHT FULL HEIGHT FULL HEIGHT 102-A A 2'-6" X 5'-6" DOUBLE-PANE LOW-E INSUL. CLAD/WD. GARAGE 102-B A 2'-6" X 5-6" DOUBLE-PANE LOW-E INSUL. CLAD/WD. _T_ 102-C A 5'-4" X 5'-6" DOUBLE-PANE LOW-E INSUL. CLAD/WD. GARAGE T 301 EX'G CONCRETE ETR ETR ETR ETR ETR 103-A A 2'-6" X 5'-6" DOUBLE-PANE LOW-E INSUL. CLAD/WD. 103-B A 5'-4" X 5-6" DOUBLE-PANE LOW-E INSUL. CLAD/WD. NOTE: 103-C A 6'-0" X 5-6" DOUBLE-PANE LOW-E INSUL CLAD/WD. 1. ALL FIRST FLOOR CEILINGS TO RECEIVE QUIETROCK & ROCKWOOL INSULATION FOR ACOUSTIC SEPARATION. 104-A C 2'-10" X 2'-10" DOUBLE-PANE LOW-E INSUL. CLAD/WD, 2. ALL BEDROOM & BATHROOM WALLS TO RECEIVE QUIETROCK & ACOUSTIC BATT INSULATION. 105-A A 2'-Ei" X 5'-0" DOUBLE-PANE LOW-E INSUL. CLAD/WD. 105-B D 5'-O" X 3'-2" DOUBLE-PANE LOW-E INSUL CLAD/WD. 108-A A 2'-4" X 4'-0" DOUBLE-PANE LOW-E INSUL. CLAD/WD. 109-A I A 2'-4" X 5'-6" DOUBLE-PANE LOW-E INSUL. CLAD/WD. SECOND FLOOR 202-A A 2'-4 1/4" X 4'-0" DOUBLE-PANE LOW-E INSUL. CLAD/WD. Y 202-B A 2'-4 1/4" X 4'-0" DOUBLE-PANE LOW-E INSUL. CLAD/WD. Y 203-A A 2'-4" X 3'-5" DOUBLE-PANE LOW-E INSUL. CLAD/WD. Y 205-A B 2'-10" X 2'-6" DOUBLE-PANE LOW-E INSUL. CLAD WD. Y 207-A A 2'-E;" X ---- DOUBLE-PANE LOW-E INSUL. CLAD/WD. 207-8 B 2'-10" X 2'-6" DOUBLE-PANE LOW-E INSUL. CLAD/WD. GARAGE 301-A A 2'-7" X 3'-9 1/2" DOUBLE-PANE LOW-E INSUL. CLAD/WD. 301-B A 2'-6 3/4" X 3'-9 1/2" DOUBLE-PANE LOW-E INSUL. CLAD/WD. 301-C A 2'-8" X 3'-9 1/2" DOUBLE-PANE LOW-E INSUL. CLAD/WD. 301-D A 2'-7" X 3'-9 1/2" DOUBLE-PANE LOW-E INSUL. CLAD/WD. NOTE: CONTRACTOR TO 'VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. ED ARC, _ � SPECIFICATION: H A. RCNYS SECTION 310: EMERGENCY ESCAPE AND RESCUE OPENINGS WINDOWS SPECI O d m R310.1 OPENINGS SHALL HAVE A SILL HEIGHT OF NO MORE THAN 44 INCHES ABOVE FINISHED FLOOR. - SHALL BE MARVIN CLAD ULTIMATE DOUBLE HUNG OR CRANK OUT AWNING t - STANDARD EXTERIOR CLAD COLOR I R310.1.1 A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET (0.530 M2) REQUIRED. - PRIMED ON INTERIOR FOR CONTRACTOR PAINTING - STANDARD MULLION PROFILES R310.1.2 THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES (610 MM). - 4 9/16" JAMB DEPTH - PROVIDE FULL HEIGHT SCREENS ALL WINDOWS �- 26129 R310.1.3 THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES (508 MM). - GLASS SHALL BE DOUBLE PANE INSULATED WITH ARGON GAS, WITH LOW E COATING - SIMULATED DIVIDED LITES, WITH INNER SPACERS, 7/8" WIDTH - PROVIDE WITH ALL HARDWARE, OIL RUBBED BRONZE FINISH DRAWING TITLE SCHEDULES WA- 600 , 00 N DRAWING NUMBER: © REXRODE CHIRIGOS ARCHITECTS {. SEE PARTITION TYPES L � EX'G WD RENOVATION OF: FRAMING 771 BLOCKING AS REQUIRED PTD. HDWD CASING AS >< C R E W D S O N 1» EX'G WD FRAMING SCHEDULED RESIDENCE 4 REF. SPECS. PTD./WD FIN. HARDWD PTD./WD FIN. BASEBOARD BELOW CASING, REF SPECS. HARDWD CASING �— LINE OF BASE BELOW AS SCHEDULED SLIDING SLIDING - DOOR 5/8' GWB, PTD., U.O.N. — DOOR 675 SKIPPERS LANE EDGE PULL ORIENT, NY 11957 HARDWD FRAME, PTD/WD FIN., L FLUSH W/ FACE OF GWB FLOOR MOUNTED GUIDE ARCHITECT: HDWD RETURN W/IN PARTITION HINGE REF. SPECS. x x FINISH FLOOR REXRODE CHIRIGOS ARCHITECTS 4 FLR MNTD GUIDE 10 EAST 23RD ST., 6TH FLOOR 1 WD DOOR, TYPICAL 3 SLIDING WD DOOR AT GWB JAMB 4 SLIDING WD DOOR AT GWB HEAD NEW YORK NEWV YORK 10010 SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" T 212 387 7980 IF 212 260 2794 CASING AS SCHEDULED LINE OF SILL BELOW I 1 GWB WALL NEW CASEMENT INSULATED STRUCTURAL ENGINEER: 4 WD FIN. HARDWD WINDOW ASSEMBLY PTD. REF. SPECS. / CASING, REF SPECS. � I LINE OF BASE BELOW I EVAN AKSELRAD 5/8" GWB, PTD., U.O.N. I 16 JAY STREET, FL3 i — NEW YORK, NEW YORK 10013 GLASS CLEAR TEMPERED WOOD BLOCKING T 91 7 689 00301 I Li vv HARDWD FRAME, PTD/WD FIN., � FLUSH W/ FACE OF GWB SOLID CORE ISSUED TO FOR DATE RAIL/STILE W/ CASING AS SCHEDULED SHINGLES AS SCHEDULED DOB HPC 10.16.2020 HARDWD STICKING 5�� 4ll REF. SPECS. I 2 GLAZED PANELED WD DOOR JAMB (DWINDOW DOUBLE HUNG JAMB REFER TO SCALE: 3" = 1'-0" SCALE: 3" = 1'-0" EXTERIOR DETAILS I x � x � x � x � C>< � CASING AS CASING AS CASING AS CASING AS SPECIFIED SPECIFIED SPECIFIED SPECIFIED TYP E E - OMIT CASING o o / 0 2 LJ W = 2 = A601 = X v 1 v 2 A601 L A601Of ii,Iq 1\601 Of A601 o ° �0 \cf) W W W \ / W W W N Cil N Cil N SEE DOOR SCHED. SEE DOOR SCHED. SEE DOOR SCHED. SEE DOOR SCHED. SEE DOOR SCHED. FRENCH DOORS W/ GLAZING & HINGED DOOR HINGED DOOR W/ GLAZING HINGED DOORS W/ GLAZING G FIXED GLAZED PANEL H EXTERIOR HATCH DOORS I\ 4G'���aHA Rcti��F A REFER TO E HINGED DOOR I EXTERIOR DETAILS 4- >szc >-C-11- CID (D_DOUBLE HUNG WINDOW SILL 8c HEAD 1" OVERLAP 1" OVERLAP ¢ SCALE: 3" = 1'-0" DRAWING TITLE 0 3 A6 1 "'ckf A601 DOOR 8c WINDOW [if - � �— --� o o � � o W WML z 5 cn cn TYPES , D ETAI LS bi � A601 0 0 CV N W 0 m JW Z_ Z_ W W Lu LLJ SEE DOOR SCHED. SEE DOOR SCHED. SEE WINDOW SCHED. SEE WINDOW SCHED. SEE WINDOW SCHED. CLAD/WD DOUBLE CLAD/WD AWNING CLAD/W'D PICTURE C SLIDING DOOR D SLIDING DOOR A HUNG WINDOW B WINDOW C WINDOW a A- 601 . 00 1 DOOR TYPES (DWI NDOW TYPES SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" DRAWING NUMBER: © REXRODE CHIRIGOS ARCHITECTS RENOVATION OF: CREWDSON RESIDENCE GENERAIL NOTES FOUNDATIONS 6 75 SKIPPERS LANE 1. THE WORK CONSISTS OF ALL LABOR, MATERIAL, TOOLS, EQUIPMENT AND SERVICES NECESSARY AND INCIDENTAL TO THE COMPLETION OF THE RENOVATION AND NEW INTERIOR 1.BUILDING FOUNDATIONS SHALL REST UNDISTURBED SOIL OR ROCK WITH A MINIMUM BEARING CAPACITY OF 4,000 PSF. ADEQUACY OF BEARING STRATUM SHALL BE VERIFIED IN AND EXTERIOR WORK AT 675 SKIPPERS LANE, ORIENT, NEW YORK. FROM THE ASSUM 2.ALL THE WORK MUST BE CONDUCTED IN SUCH SEQUENCE AS TO CAUSE NO DELAY FROM THE ARCHITECT ANDLD PRIOR TOURING ENGINERN SHALL BE NOTIFIED BESHOULDIFORE TIONS VARCONTI UATION OF WO KEDS ORIENT, NY 11957 ONE TRADE TO ANOTHER. CONTRACTOR SHALL ORGANIZE AND MANAGE A COORDINATED 2.DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THESE WORK EFFORT AT THE SITE. WALLS ARE IN PLACE. 3.ALL WORK TO BE DONE IN ACCORDANCE WITH THE NYS BUILDING CODE AND REGULATIONS 3.ALL FOOTINGS SHALL BE PLACED DIRECTLY ON VIRGIN SOIL. ADJUST BOTTOM OF FOOTING OF ALL OTHER AGENCIES HAVING JURISDICTION. DEMOLITION OPERATIONS, REPAIR ELEVATION AS REQUIRED. OPERA11ONS AND ALTERATION OPERATIONS TO BE IN ACCORDANCE WITH NYS BUILDING CODE. DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION GIVEN IN DRAWINGS ARE 4.PROVIDE 3" LEAN CONCRETE MUD SEAL IN BOTTOM OF FOOTING EXCAVATION WHEN ARCHITECT: BASED ON INFORMATION CONTAINED IN VARIOUS DESIGN AND CONSTRUCTION DOCUMENTS FOOTING IS NOT IMMEDIATELY PLACED AFTER EXCAVATION IS APPROVED. PROVIDED BY THE ARCHITECT, LIMITED FIELD OBSERVATIONS, MEASUREMENTS AND 5.ALL EXTERIORS FOOTINGS SHALL BE PLACED AT A MINIMUM OF 3'-0" BELOW FINAL GRADE, PHOTOGRAPHS AND ARE THEREFORE NOT TO BE CONSTRUED AS "ACCURATE" TO MEASURE CONTRACTOR TO VERIFY FROST LINE WITH LOCAL BUILDING DEPARTMENT OFFICIALS. 6PIERS AND FOOTINGS SHALL BE CENTERED ABOUT CENTERLINES OF PIER, COLUMN, OR REXRODE CHIRIIGOS ARCHITECTS 6. PIERS THEY ARE THEREFORE NOT A REPLACEMENT FOR THE CONTRACTORS WALL UNLESS OTHERWISE NOTED. REQUIRED FIELD VISITATIONS. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTA114ING TO EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATION AT THE CONCRETE SITE. THE VERIFICATION OF ACTUAL FIELD CONDITIONS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ALL DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN IN 1.ALL CONCRETE SHALL BE F'C = 3500 PSI (ULTIMATE COMPRESSIVE STRENGTH AT 28 THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT FOR THEIR DAYS), MADE WITH NORMAL WEIGHT (STONE) AGGREGATE. EVALUATION BEFORE THE AFFECTED CONSTRUCTION IS PUT IN PLACE. THE CONTRACTOR'S 2.MAXIMUM CONCRETE SLUMP SHALL BE 4". ATTEN11ON IS DIRECTED TO THE FACT THAT THE TYPICAL DETAILS PROVIDED ARE 3.ALL GROUT SHALL BE NON-SHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 10 EAST 23RD ST.,, 6TH FLOOR REPRESENTATIVE OF SIMILAR TYPICAL WORK DETAILS AND MAY NOT BE REPRESENTATIVE PSI. NEW YORK, NEW YORK 10010 OF THE: ACTUAL CONDITIONS ENCOUNTERED. 4.REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60. 5.ALL WORK SHALL BE CARRIED OUT BY LICENSED AND INSURED CONTRACTORS. ALL TIES AND STIRRUPS MAY BE GRADE 40. T 21 2 387 7980 F ,21 2 260 27799 4 NECESSARY INSURANCE FORMS ARE TO BE SUBMITTED. 5.WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185 WITH A MINIMUM ULTIMATE 6.CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN THE STRUCTURAL AND MECHANICAL TENSILE STRENGTH OF 70000 PSI. INTEGRITY OF THE BUILDING WHILE REMOVING NON-STRUCTURAL PARTITIONS, FLOORS, AND 6.PROVIDE MINIMUM TEMPERATURE REINFORCEMENT, AS REQUIRED BY ACI 318, IN ALL SLABS CEILINGS, AND SHALL BRING TO THE ATTENTION OF THE ARCHITECT ANY CONDITIONS IN AND WALLS WHERE NO REINFORCEMENT IS INDICATED ON DRAWINGS. THE STRUCTURE OF THE BUILDING SUCH AS, CRACKS IN WALLS, BEAMS, COLUMNS, ETC. 7.REINFORCING STEEL SHALL BE PLACED TO PROVIDE THE FOLLOWING MINIMUM CONCRETE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL COVER: FOOTINGS: 3" WALLS: 2" STRUCTURAL ENGINEER: FLOORS, ROOFS, WALLS AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. 8.REQUIRED ADMIXTURES TO BE MANUFACTURED BY THE SIKA CORPORATION, NJ TELEPHONE 7.DELIVERY AND STORAGE OF MATERIALS: (201) 933-8800. A.ALL MATERIALS ARE TO BE STORED BY EACH SUBCONTRACTOR IN AREAS DESIGNATED 9.FIBRILLATED POLYPROPYLENE FIBER MICRO REINFORCEMENT SYSTEM FOR USE IN LEVELLING BY THE: CONTRACTOR. SLAB AS MANUFACTURED BY FIBERMESH (615) 892-7243. a.THE CONTRACTOR IS SOLELY 'RESPONSIBLE FOR RECEIVING, TRANSPORTING, AND STORING EVAN AKSELRAD ALL MATERIALS DELIVERED TO THE SITE. HE SHALL NOT CONSIGN MATERIALS TO THE CONCRETE ANCHORS OWNER OR ARCHITECT/ENGINEER FOR DELIVERY. CONTRACTOR SHALL ASSURE THAT 1.CONCRETE ANCHORS TO BE HILT] HVA ADHESIVE ANCHORS AS MANUFACTURED BY HILTI MATERIALS ARE DELIVERED ONLY DURING PERIOD WHEN HE OR HIS REPRESENTATIVE ARE FASTENING SYSTEMS, AND INSTALLED AS PER THE MANUFACTURERS INSTRUCTIONS. b.PACKA,ED MATERIALS SHALL BE DELIVERED TO THE PROJECT IN THEIR ORIGINAL, MASONRY 16 JAY STREET, FL3 UNOPENED PACKAGE OR CONTAINER BEARING LABEL CLEARLY IDENTIFYING 1.CONCRETE BLOCK, IF USED, SHALL CONFORM TO ASTM C90 GRADE N-1. NEW YORK, NY 10013 MANUFACTURER'S NAME, BRAND NAME, MATERIAL, WEIGHT OR VOLUME, AND OTHER 2.ALL UNITS SHALL BE PLACED IN RUNNING BOND. PERTINENT INFORMATION. PACKAGED MATERIALS SHALL BE STORED IN THEIR ORIGINAL, 3.MORTAR SHALL CONFORM TO ASTM C270 TYPE M (BELOW GRADE) AND TYPE S (ABOVE T 917 689 0301 UNBROKEN PACKAGE OR CONTAINER UNTIL READY FOR USE IN THE WORK. GRADE). 8.SAFETY NOTES 4.DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL MORTAR HAS ATTAINED MAXIMUM eakselrad@live.com a. CONSTRUCTION WORK TO BE CONFINED TO THE PROJECT SITE AND WILL NOT CREATE STRENGTH. WHERE BACKFILL IS PLACED AGAINST FOUNDATION WALLS BEFORE FLOOR DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO OTHER PROPERTIES. CONSTRUCTION IS IN PLACE, PROVIDE TEMPORARY BRACING. b. CONSTRUCTION OPERATION WILL NOT BLOCK ANY PUBLIC ACCESS. CONTRACTOR TO 5.MASONRY WORK SHALL BE LAID IN THE PRESCRIBED MORTAR AND PROPERLY BONDED AND COORDPNATE ALL DELIVERY SCHEDULES SO AS NOT TO INTERFERE WITH THE OPERATION OF KEYED INTO THE EXISTING ADJACENT MASONRY WORK EVERY 6TH COURSE ISSUED TO FOR DATE THE PREMISES. 6.THE FIRST BLOCK COURSE ON FOOTING SHALL BE FILLED SOLID WITH CONCRETE. c.CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF WATER, GAS, OR ELECTRICAL SERVICE TO OTHER NEIGHBORS. MASONRY ANCHORS DOB/HPC 10.16.2020 d.CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8A.M. TO 5 1.THE MASONRY ANCHORS TO BE USED SHALL BE HILT] "HIT" ADHESIVE ANCHOR BOLTS AS P.M., MONDAYS THROUGH FRIDAYS OR IN ACCORDANCE WITH LOCAL ORDINANCES. MANUFACTURED BY HILTI FASTENING SYSTEMS, INC. THE SIZE AS INDICATED ON THE e.THERE WILL BE NO ONE OCCUPYING THE SPACE TO BE RENOVATED DURING THE COURSE DRAWINGS. THEY SHALL BE INSTALLED AS PER MANUFACTURERS INSTRUCTIONS. OF CONSTRUCTION WORK. 9.FIRE SAFETY: FRAMING LUMBER a.ALL BUILDING MATERIALS STORED AT THE SITE IN ANY AREA OF THE BUILDING TO BE 1. THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIE FOR SECURED IN A LOCKED AREA IN AN ORDERLY FASHION. ACCESS TO THESE AREAS TO THE SPECIFIED USE. ALL LUMBER SHALL BE GRADE STAMPED BY A RECOGNIZED GRADING BE CONTROLLED BY THE GENERAL CONTRACTOR. AGENCY AND SHALL BE SURFACED DRY. b.ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURERS' CONTAINERS. SUCH MATERIALS ARE TO BE KEPT AWAY FROM HEAT DIMENSION LUMBER AND STORED IN AN ADEQUATELY VENTED SPACE. FLOOR JOISTS: DOUGLAS FIR - LARCH NO. 1 FB= 1500 PSI, E=1,800,000 PSI. c.ALL ELECTRICAL POWER TO BE SHUTOFF WHERE THERE IS EXPOSED CONDUIT. ALL STUDS: DOUGLAS FIR - LARCH STUD GRADE FC=675 PSI, E=1,500,000 PSI. ELECTRICAL POWER TO BE SHUTOFF AFTER WORKING HOURS. TIMBER POSTS: DOUGLAS FIR - LARCH NO. 1 FC=1000 PSI, E= 1,600,000 PSI. d.CONTRACTOR TO BE RESPONSIBLE FOR AND TO MAINTAIN AS REQUIRED SECURE PIPING AND EQUIPMENT TO PREVENT THE LEAKAGE OF ANY FLAMMABLE GAS USED IN MANUFACTURED WOOD PRODUCTS THE BUILDING OR DURING CONSTRUCTION. PARALLEL LAMINATED BEAMS MANUFACTURED BY THE TRUSS JOIST CORPORATION. 10. DEMOLITION AND DUST CONTROL: FB=2800 PSI, E=2,000,000 PSI. a.NOTIFY ARCHITECT AT LEAST 48 HOURS IN ADVANCE PRIOR TO COMMENCEMENT OF DEMOLITION. PLYWOOD WEB JOISTS SUCH AS TJI AS MANUFACTURED BY THE TRUSS JOIST b.WINDOWS AND DOORS ARE TO BE PROTECTED IF THEY ARE TO BE SAVED. CORPORATION. c.MECHANICAL UNITS TO BE SAVED TO BE PROTECTED AND COVERED PRIOR TO 2.DETAILS OF WOOD FRAMING SUCH AS NAILING, BLOCKING, BRIDGING, FIRESTOPPING, ETC. COMMENCING DEMOLITION. SHALL CONFORM TO THE LATEST EDITION OF THE THE NATIONAL DESIGN d.PRIOR TO DEMOLITION, IF REQUIRED, REMOVE PLUMBING FIXTURES AND SPECIFICATION, AND THE TIMBER CONSTRUCTION MANUAL. SHUTOFF WATER. ALL WORK TO BE PERFORMED BY A LICENSED PLUMBER. 3.WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICROLAM, GLULAM, OR STEL, SET THESE e.PRIOR TO DEMOLITION, CUTOFF ALL ELECTRICAL SERVICE TO ALLOW FOR THE GIRDERS 1/4" CLEAR BELOW THE TOP OF FRAMING LUMBER TO ALLOW FOR SHRINKAGE. REMOVAL OF LIGHTING FIXTURES. ALL WORK TO BE PERFORMED BY A LICENSED 4.STUD BEARING WALLS ARE TO BE 2X4 ® 16" OC AT THE INTERIOR AND 2X6 0 16" OC AT ELECTRICIAN. THE EXTERIOR. f. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND BE CONFINED TO THE 5.ALL RAFTERS AND JOIST'S SHALL ALIGN DIRECTLY WITH STUDS BELOW, WHERE REQUIRED IMMEDIATE CONSTRUCTION AREA. INSTALL ADDITIONAL STUDS. g.DEBRIS, DIRT AND DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING AT 6.USE DOUBLE STUDS AT ENDS OF WALLS AND ENDS OF WALL OPENINGS. THE END OF EACH DAY OR AS REQUIRED TO AVOID ANY EXCESSIVE ACCUMULATION. 7,USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT h.DO NOT CUT ANY STRUCTURAL ELEMENTS IN THE BUILDING UNLESS SHORING IS PUT DESIGNATED. IN PLACE TO ALTERNATELY SUPPORT THE STRUCTURE. 8.LAP ALL PLATES AT CORNERS AND AT INTERSECTIONS OF PARTITIONS. J. NO BURNING OF ANY KIND IS PERMITTED. 9.UNLESS OTHERWISE NOTED, PROVIDE HEADERS OVER ALL OPENINGS AS FOLLOWS: 11. CONTRACTOR SHALL BE REQUIRED TO FURNISH AND ERECT ADEQUATE STAGING, PIPE INTERIORS WALLS: (2) 2X10 EXTERIOR WALLS: (3) 2X10 OR HANGING SCAFFOLDING, OUTRIGGERS, SAFETY NETTING, AND HOISTS FOR THIS WORK 10. UNLESS OTHERWISE NOTED, AT THE ENDS OF ALL BEAMS, HEADERS AND GIRDERS, AND SHALL CONFORM TO ALL FEDERAL, OSHA, STATE OR MUNICIPAL LAW, AND BUILDING PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT LEAST EQUAL TO THE WIDTH OF CODE. THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4" AT INTERIOR WALLS AND 6" AT 12. NO STRUCTURAL MEMBERS ARE TO BE CUT WITHOUT THE APPROVAL OF THE ENGINEER. EXTERIOR WALLS. ALL STRUCTURAL MEMBERS TO BE REPLACED SHALL MATCH OR EXCEED EXISTING IN SIZE 11. BRIDGING FOR SPANS UP TO 14', PROVIDE 1 ROW. FOR SPANS OVER 14', PROVIDE 2 AND SHAPE. ROWS. 13. ALL PARTITION WALLS TO BE WEDGED TIGHT TO THE CEILING OR SLAB. STRUCTURAL NOTES PLYWOOD GENERAL, 1.PLYWOOD SHEATHING SHALL BE GRADE STAMPED FOR THE SPECIFIED SPAN, SHALL BE 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL MADE WITH EXTERIOR GLUE AND SHALL BE OF THE FOLLOWING THICKNESS: FLOORS: DRAWINGS AND SHALL CONFORM TO THE PROJECT SPECIFICATIONS, INCLUDING THE 3/4" ROOFS: 5/8" WALLS: 1/2" FOLLOWING GOVERNING STANDARDS: INDEX STAMP SHALL BE VISIBLE ON ALL SHEETS. A.THE N.Y.S. BUILDING CODE AND REGULATIONS OF ALL OTHER AGENCIES HAVING 2.ALL PLYWOOD SHALL BE GLUED AND NAILED TO THE FLOOR JOISTS USING AN APPROVED JDF ` JURISDICTION. ELASTOMERIC CONSTRUCTION ADHESIVE. k.ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318). �• I. THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION LATEST EDITION. TIMBER CONNECTORS 2.CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING AND MAKE SAFE ALL 1.JOIST HANGERS AND FRAMING ANCHORS SHALL BE A MINIMUM OF 18 GAUGE GALVANIZED FLOORS, ROOFS, WALLS AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. STEEL AS MANUFACTURED BY SIMPSON. SPECIAL NAILS AS SUPPLIED BY THE 3.ALL DEMOLITION OPERATIONS, REPAIR OPERATIONS AND ALTERATION OPERATIONS TO BE MANUFACTURER SHALL BE USED FOR REQUIRED NAILING, AND INSTALLED IN ACCORDANCE ` ' DONE IN ACCORDANCE WITH NYS BUILDING CODE. WITH THE MANUFACTURERS DIRECTIONS. 4.DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS $ ^ ARE BASED ON INFORMATION CONTAINED IN VARIOUS DESIGN AND CONSTRUCTION DOCUMENTS PROVIDED BY THE OWNER, AND LIMITED FIELD OBSERVA11ONS AND MEASUREMENTS. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATION AT THE SITE. ALL DISCRI-PANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN IN THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT FOR HIS EVALUATION BEFORE THE AFFECTED CONSTRUCTION IS PUT IN PLACE. DRAWING TITLE STRUCTURAL 01 NOTES NOTES ION AM 31 N 10 In N DRAWING NUMBER: © REXRODE CHIRIGOS ARCHITECTS r. Y RENOVATION OF: CREWDSON RESIDENCE 675 SKIPPERS LANE ORIENT, NY 11957 ARCHITECT: REXRODE CHIRIGOS ARCHITECTS EX'G STAIR TO REMAIN MASONRY INFILL AT EX'G VENT, TYP. 5 LOCATIONS 10 EAST 23RD ST., 6TH FLOOR NEW YORK, NEW YORK 10010 UP r _ T 212 387 7980 F 212 260 2794 0 FRIDGE WASHER DRYER LCE STRUCTURAL ENGINEER:: EVAN AKSELRAD CRAWL SPACE uP 16 JAY STREET, FL3 NEW 3" CONCRETE SLAB NEW YORK, NY 10013T 917 689 0301 THROUGHOUT CRAWL SPACE REINFORCE WITH eakselrad@live.00m WWF 6x6 (D/W)1.4x(D/W)1.4 EX' ISSUED TO FOR DATE TO STAIR 2x8PT TO REMAIN 02 x 12 PT ® 16" oc 16" oc DOB/HPC 10.16.2020 I lE CL J N EXISTING A ® ® ® FRAMING F/ 1 ST FLRTO REMAINI —1 Elf V N rL M � N x v N n v • JOIST SPAN DIRECTION RAFTER SPAN DIRECTION 2 x 10 PT 16" oc LIMITS LIMITS t lof E�fy NEW 2' x 2' x 1' THICK FOOTING REINFORCE WITH #6 BARS EACH WAY. PROVIDE 3" CLEAR ho 10-11 F0_1 I FFFO-1 CONCRETE COVER (TYP) � h DRAWING TITLE 01 BASEMENT PLAN - SHOWING 1ST FLOOR FRAMING BASEMENT PLAN - 1411 1 4 4" SHOWING FIRST FLOOR FRAMING N N b DRAWING NUMBER: © REXRODE CHIRIGOS ARCHITECTS r RENOVATION OF: CREWDSON RESIDENCE 675 SKIPPERS LANE ORIENT, NY 11957 EX'G PORCH TO REMAIN ARCHITECT: D.S. --- EX'G BILCO DN 2 RISERS TO REMAIN REXRODE CHIRIGOS ARCHITECTS REMOVE EX'G SCREEN DOOR FOR NEW NEW SCREENED 10 EAST 23RD ST.,, 6TH FLOOR IN PORCH NEW YORK 10010 D.S. �� I� — 4 — — — —' — — T 2V12 3087K7980 F 212 260 2794 \ II DN 2 RISERS m \" II I NEW WD STRUCTURAL ENGINEER: ACEX'G ENTRY DOOR DECKING WR AC,WR TO REMAIN, REMOVE I & STEPS BB & PROTECT FOR REINSTALLAT EVAN AKSELRAD CL I UP 16 JAY STREET, FL3 NEW YORK, NY 10013 — T 917 689 0301 2 I so,Ac,4R 1 I I 2 DN eakselrad@live.com I \ RISERS ISSUED TO FOR DATE I I DN I 000 j DOB/HPC 10.16.2020 I 1- -- -- — - - I � I o EXISTING EX'G FIREPLACE TO 2ND FLR REMAIN. FRAMING I NEW WOOD DECKING I I INFILL WITH WOOD FLOOR O TO MATCH EX'G EX'G WD DN 2 RISERS FLOOR TO REMAIN JOIST SPAN DIRIEC11ON RAFTER SPAN DIRECTION LIMITS L&MITS r ®F NEW 44 PT WOOD COLUMNS WRAPPED IN ROUND COLUMNS IN, To 0 NEW WOOD tell O D.S. STEPS TO MATCH EX'G DRAWING TITLE FIRST FLOOR 01 FIRST FLOOR PLAN - SHOWING 2ND FLOOR FRAMING PIAN - SHOWING U4"=1'-0" SECOND FLOOR FRAMING J N DRAWING NUMBER: © REXRODE CHIRIGOS ARCHITECTS b' RENOVATION OF: CREWDSON RESIDENCE 675 SKIPPERS LANE PORCH BELOW TO REMAIN ORIENT, NY 11957 TO ARCHITECT: REXRODE CHIIRIGOS ARCHITECTS 0 D.S. (2) 3-1/2" x 11-7/8" PSL 10 EAST 23RD ST., 6TH FLOOR NEW YORK, NEW YORK 10010 T 212 387 79801 F 212 260 2794 ° CL qp 205 BEDROOM STRUCTURAL ENGINEER: 3 x s PT I ® t2" o� EVAN AKSELRAD • I 16 JAY STREET, FL3 NEW YORK, NY 10013 T 917 689 0301 co-T eakselrad@live.com 0 0 N ISSUED TO FOR DATE DN r I I DOB/HPC 10.16.2020 I 204 1ATTIC SPACE 3x8PT - - - - - --- TO or I I I I (2) 3-1/2" x 11-7/8' PSL JOIST SPAN DIRECTION RAFTER SPAN DIRECTION LIMITS LIMITS .'C)F Mfc--� y� Cal !-.I) DRAWING DRAWING TITLE SECOND FLOOR ,401 SECOND FLOOR PLAN - SHOWING ROOF FRAMING P SAN - SHOWING ROOF FRAMING 4 N W N DRAWING NUMBER: © REXRODE CHIRIGOS ARCHITECTS RENOVATION OF: CREWDSON RESIDENCE ' 675 SKIPPERS LANE ORIENT, NY 11957 (3)2x I ARCHITECT: BOLTED TOGETHER WITH METAL STRAPS TIED TO COL. REXRODE CHIRIGOS ARCHITECTS 10 EAST 23RD ST., 6TH FLOOR NEW YORK, NEW YORK 10010 T 212 387 7980 F 212 260 2794 STRUCTURAL ENGINIEER: i EVAN AKS ELRAD 16 JAY STREET, FL3 NEW YORK, NY 10013 T 917 689 0301 eakselrad@live.com ISSUED TO FOR DATE DOB/HPC 10.16.2020 i i I PT WOOD COLUMN I PT3.5xPSL PT WOOD — CONTINUOUS COLUMN I � METAL STRAPS + METAL STRAPS EACH SIDE OF EACH SIDE OF COLUMN GRADE BEAMS GRADE 10" DIA. (I I I. 10" DIA. CONCRETE PIER lJ+�v CONCRETE PIER #6 BAR #6 BAR ° V .Q 3#6 BARS 3#6 BARS EACH WAY EACH WAY OF A� UNDISTURBED ° c UNDISTURBED SOIL SOIL ,�, `� fft1 FROST DEPTH ° FROST DEPTHc;;p'��e ► DRAWING TITLE ' STRUCTURAL 01 STRUCTURAL DETAILS D ETAI LS N N b DRAWING NUMBER: © REXRODE CHIRIGOS ARCHITECTS