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�agUrtFOL�O Town of Southold 10/5/2021 P.O.Box 1179 0 V' z 53095 Main Rd W�ypj�1 �,ao Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42388 Date: 10/5/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2175 Bay Shore Rd, Greenport SCTM#: 473889 Sec/Block/Lot: 53.-4-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/12/2019 pursuant to which Building Permit No. 43892 dated 6/21/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with decks, landings, stairs and pergola covered roof top deck with wet bar, enclosed outdoor shower and storage areas,to an existing single family dwelling as applied for. The certificate is issued to Rengifo,Robert&Collins, Sara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0030 8/26/2021 ELECTRICAL CERTIFICATE NO. 43892 6/3/2021 PLUMBERS CERTIFICATION DATED 3/4/2021 evin RefRN Plumbi9j&Heating A th i X 9TAnature ,�L—tz, TOWN OF SOUTHOLD fF0t4-�oG moo y� BUILDING DEPARTMENT C3 TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43892 Date: 6/21/2019 Permission is hereby granted to: Rengifo, Robert 450 W 17th St Apt 1804 New York, NY 10011 To: demolish an existing single family dwelling and construct a new single family dwelling as applied for per Trustee, DEC and SCHD approvals. At premises located at: 2175 Bay Shore Rd, Greenport SCTM # 473889 Sec/Block/Lot# 53.-4-14 Pursuant to application dated 6/12/2019 and approved by the Building Inspector. To expire on 12/20/2020. Fees: DEMOLITION $380.80 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,608.00 CO -NEW DWELLING $50.00 Total: $2,038.80 Building nspector oF so���®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviin(-town.southold.ny.us Southold,NY 11971-0959 ® y® couff V BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Robert Rengifo Address: 2175 Bay Shore Rd city:Greenport st: NY zip: 11944 Budding Permit#. 43892 section: 53 Block. 4 Lot. 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Roof X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 43 Ceding Fixtures 16 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 11 Wall Fixtures 7 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Step Lights 20 Recessed Fixtures 53 CO2 Detectors 1 Sub Panel A/C Blower 1 Range Recpt Ceding Fan 5 Combo Smoke/CO 2 Transformer UC Lights 2Q' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 43 4'LED Exit Fixtures 11 Pump F1 Other Equipment, Hood, Fridge, Gas Oven, Mini Fridge, W/D, DW, 42 Circuit Panel- 31 Used Notes* New One Story Stilted House w/ Rooftop Bar/ Deck Inspector Signature: Date: June 3, 2021 S.Devlin-Cert Electrical Compliance Form As so Town Hall Annex ;; Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G. Southold,NY 11971-09590' - �- BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION MAY 2 4 2021 -_ f ,, Date: Building Permit No. Owner: ; (Please print) Plumber: ;- RVAI'rAjf"� C (Please r>int) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of NUM 20 i _U Notary Public, 6A/k --. ,County F L.RYCKMAN ,STATE OF NEW YORKNo.O1RY6216402n Suffolk Countypires Jan. 19.20, - pF SOUlyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION [ FOUNDATION 1 ST. ND [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ]:,FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMA KS: 10, til o r✓ �� (3,W. DATE be INSPECTOR rAf s 0 # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 . : INSPECTION [ ] FOUNDATION 1ST _ [ ] ROUGH PLBG. [ ] UNDATION 2ND - r [ ] INSULATION/CAULKING 1r' FRAMING /,,STRAPPING [ ] FINAL [ ] FIREPLACE &-.CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] ,FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ " ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: vtA ck� v✓� cu kdO DATE INSPECTOR �7 Ao- OF SOUj,�°� # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ R GH PL13G. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ . ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: -4 t Ao� DA'Z'E O717712—co INSPECTOR Of SOUT'S'O� # # TOWN OF SOUTHOLD BUILDING PT. `ycou►m,��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [" ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION MA ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: AnS Mtrl DATE � INSPECTOR OF SOUTyo h0 �O f # TOWN OF SOUTHOLD BUILDING DEPT. °eco, ��' 765-1802 INSPECTION- FOUNDATION 'IST [ ] ROUGH PL13G. [ ] -FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL N(�> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VI LATION- [ PRE C/O REMARKS. v�ti,���c. �ule 6LA'o cd v _ 1 1 V DATE L 'LO yI INSPECTOR Of SOUTyo� 4r3 V Ot /2-- # # TOWN OF SOUTHOLD BUILDING DEPT. oy 765-1802 ANSPECTION [ ] 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 INSPECTOR M; (7 i'C.H'N O`L�0 i5 l'G R•�1''0 P Affidavit Of 2015 IECC Compliance Date: 3/30/2021 Inspection Address: 2175 Bay Shore Road ,Greenport NY This is to Certify that on 2/25/2021 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1827 and meets the minimum standard of: 3 ACH50 Conditioned Floor Area: 17931 1 Blower Door Test Result: 786.6 Conditioned Volume: 1 165861 1 Leakage in ACH50: 2.85 402.4.1.2 2015 IECC Compliance: PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has been tested by post cons4.nn test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: Basement Leakage CFM@25: 70 Supply R-value: 61 Return R-value 6 System 2: Leakage CFM@25: Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: IReturn R-value Total Combined Leakage: I 70 CFM@25 Leakage Limit: 71.7 CFM@25 *** EXCEPTION-All ductwork and air handler is located within the building thermal envelope. 403.3.3 2 2015 IECC Compliance: PASS Signature of Certified'RESNET HERS Rater: . / ((` Vs i j' i 3 E`" HERS CIA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 �,,.�-- -� MAY 2 4 2021 Provider ID#: 1998-072 o accarella Certification #3587347 607-277-6240 1 _'•F,-Fn Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the protect,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters), New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone: 631495 0289 Fax:631509 4538 Email: NYBTGTB@gmail.com BERGDES GN ARCH TECTURE MEMO June 19, 2019 Mr. Michael Verity Town of Southold Building Dept. 54375 NY-25, Southold, NY, 11971 Dear Mr. Verity, I am writing to confirm that new construction related to the building of a new residence as enumerated in Berg Design Architecture's permit drawings dated June 6th 2019, at 2175 Bay Shore Road, in Greenport Y,( SCTM: 1000-53-04-14 ) will occur within FEMA flood zone X. Sincerely John r - hitect r Cusni e �•� ,U�Co�y.Pde Path,017�9e5//DD�o^css//1�190619memo S ° r 611 Broadway Suite 424 New York New York 10012 917 328 3905 bergdesignarchitecture com BERGDES GN ARCHITECTURE MEMO April 21St 2021 Mr. Michael Verity Town of Southold Building Dept. 54375 NY-25, Southold, NY, 11971 Dear Mr. Verity, I am writing to confirm that in the summer of 2020 a representative of Berg Design Architecture completed an inspection of the installed insulation at the new residence located at 2175 Bay Shore Road, in Greenport, NY, ( SCTM: 1000-53-04-14 ). Sincerely, John Berg -Architect. ED yi _ r t.__�!• .._ _.. :s ',, ice, i � i �V � �r ��� � rt -.� M AY 2 4 2021 Copy.file r 0/f N EIN Path,0195/Docs/210421bmemo 611 Broadway Suite 424 New York New York 10012 917 328 3905 bergdesignarchitecture.com BERGDES GN ARCHITECTURE MEMO April 21"2021 Mr. Michael Verity Town of Southold Building Dept. 54375 NY-25, Southold, NY, 11971 Dear Mr. Verity, I am writing to confirm that in the Spring of 2020 a representative of Berg Design Architecture completed an inspection of the rough plumbing at the new residence located at 2175 Bay Shore Road, in Greenport, NY, ( SCTM: 1000-53-04-14 ). Sincerely, John Berg -Architect. ^� p,A0 `�`�� C? 1 cc N �a f ,_ .r MAY 2 4 2021 �' ° O N ECJ Copy:file T`. 71 ~ ""j'. Path:0195/Docs/210421 memo 611 Broadway Suite 424 New York New York 10012 917 328 3905 bergdesignarchitecture.com BERGDES GN TRCH FTECTURE MEMO June 19, 2019 Mr. Michael Verity Town of Southold Building Dept. 54375 NY-25, Southold, NY, 11971 Dear Mr. Verity, I am writing to confirm that new construction related to the building of a new residence as enumerated in Berg Design Architecture's permit drawings dated June 61"2019, at 2175 Bay Shore Road, in Greenport Y,( SCTM: 1000-53-04-14)will occur within FEMA flood zone X. Sincerel John r - hitect. i i Copy:file Path:0196IDocs1190619memo 611 Broadway Suite 424 New York New York 10012 917 328 3906 bargdesignarchitecture.com S I • • • - • r FOUNDATION (IST'FOUNDATION (2ND) �■.r .� t f. ROUGHlow, RA PLUMBING INSULATION PER N.Y-. ' J STATE ENERGY CODE WE 10 W / IAAWM- ���1A (� f �r ,Elm loon- -1617 a I Wt 1 MIT,A AD ' ION CO ENTS �'- ! _ Lill • I c� TOWN OF SQUTMOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING D�,PARTMENT Do you have or need the following,before applying? TOWN- L Board of Health X SOUTHOLD,NY 11971 4 sets of Building Plans X TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 f//,��iSurvey X Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E C. X Trustees X C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form X 2 ( Contact: Approved 120 Mail to: JOHN R.BERG,AIA Disapproved a/c 611 BROADWAY,SUITE#424,NEW YORK,NY 10012 Phone: 646 486 1964 Expiration ,20 SL_17a r, Building Inspector � ,�APPLICATION FOR BUILDING PERMIT JUN 1 2 2019 Date June 06 , 2019 T0Wr F, ; �-7�,�5, �1 INSTRUCTIONS 1 a InisOappIicclla n 0771'be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises 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. (Signat 711`51iolr name,if a corporation) 611 BROADWAY,SUITE#424,NEW YORK,NY 10012 (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 SARA COLLINS AND ROBERT RENGIFO (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 80 50CGT Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 2175 BAY SHORE ROAD GREENPORT House Number Street Hamlet County Tax Map No. 1000 Section 53 Block 04 Lot 14 Subdivision Filed Map No. Lot h d 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy RESIDENTIAL R-3 b. Intended use and occupancy RESIDENTIAL R-3 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition X Other Work (Description) 4. Estimated Cost $1,106,000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1 If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NA 7. Dimensions of existing structures, if any: Front 34'-2" Rear 34'-2" Depth 53'-2" Height 22'-7° Number of Stories 2 Dimensions of same structure with alterations or additions: Front NA Rear NA Depth NA Height NA Number of Stories NA 8. Dimensions of entire new construction: Front 38'-0" Rear 38'-0" Depth 60'-0" Height 32'-11" Number of Stories 2 9. Size of lot: Front 77.93 FEET Rear 75.83 FEET Depth 312.69 FEET 10. Date of Purchase 1!nb Name of Former Owner --S CLQ 11. Zone or use district in which premises are situated R-40 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 SARA COLLINS 2175 BAY SHORE ROAD 14.Names of Owner of premises ROBERT RENGIFO Address GREENPORT,NY 11944 phone No. Name of Architect JOHN R.BERG,AIA Address 611 BROADWAY,STE 424 phone No 646 486 1964 Name of Contractor SEIFERT CONSTRUCTION Address 11780 OLD SOUND AVE Phone No. 631 298 1036 P.O.BOX 1407 MATTITUCf NY 1�1 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland. ES X NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES 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) S: COUNTY OF�f� OY V O RP F R7W7 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)fabove named, (S)He is the AftKrr (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. Swor before me t s Akash Ramlackhan day of 2011 NOTARY PUBLIC,STATE OF NEW YO Registration No.01 RA638793 Qualified in Queens Cou Nolfiry Public ICommission Expires Febr_ua2go of icant BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORk PERMIT NO. 8296 DATE: SEPTEMBER 18,2013 ISSUED TO: ROBERT RENGIFO sz PROPERTY ADDRESS: 2175 BAYSHORE ROAD, GREENPORT SCTM#53-4-14 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting h48 on September 18,2013, g! t and in consideration of application fees in the sum of$350.00 paid by Creative Environmental Desi&n and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: �M Wetland Permit for the removal of existing wooden retaining wall; install a 280' Redi-Rock retaining wall block; install 250-300 cubic yards clean fill material; 4 install two drywells for house gutters; and as depicted on the site plan prepared by '. Creative Environmental Design,last dated August 23,2013 and stamped approved on September 18,2013. A Ten (10) Year Maintenance Permit to hand-cut the Common Reed (Phragniftes australis) to no less than 12" in height by hand on an as I needed basis; for a 4' wide access path to the water; and as depicted on the project plan submitted by A Creative Environmental Design, received on August 30,2013 and stamp approved on September 18,2013. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Sea]to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. r 4 olf F01 CI co 2e ichael J_ T) i no _VV L ek4 Glenn Goldsmith,President .\®f solf�� Town Hall Annex A.Nicholas Krupski,Vice PresidentO� of 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III � Southold,New York 11971 Michael J.Domino G ti4: '"'' Telephone(631) 765-1892 Greg Williams ��®, Fax(631) 765-6641 l�C®UNCI BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1814C Date: MU 19,2021 TIHS CERTIFIES that the demolition of existing dwelling,wood deck,and abandon/remove existin>; sanitary system:construct new dwelling with attacbed decks within a 38'x60' footprint;new 11'9"x14'2" pervious staircase to grobnd using thru-flow decking construct a.19'5"x27'6"pergola structure on roof of dwelling,• install new sanitary system landward of dwell ing•'install gutters to leaders to drywells,and in accordance with Chapter 236 of the Town CodeStonnwater Management:construct new permeable driveway landward of dwelling;install,subsurface water and electric surfaces;and for the"existing 75' wide Redi-Rock block retaining wall: At 2175 Bav Shoreload,Greenport Suffolk County Tax Map#1000-53-4-14 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 16,2017 pursuant to which Trustees Wetland Permit#9169 Dated February 14,2018,was issued and conforms to all the requirements and conditions of applicable provisions of law. The project for which this certificate is being issued is for demolition of existing dwelling,wood`deck.aiid abandon/remove-existing sanitary system: construct new dwelling with attached decks within a 38'x60' footprint:new 11'9"x14'2"pervious staircase to ground using thru- fiow decking; construct a 19'5"x27'6"pergola structure on roof of dwelling: install new sanitary system _landward of dwelling: install gutters to leaders to drywells.and in accordance with Chapter 236 of the Town_Code-Stormwater Management: construct new penneable driveway landward of dwelling-install subsurface urates and electric surfaces:and for-the existing t' wide-Redi-Rock block retaining wall. The certificate is issued to Robert Rengifo&_Sara Collins owners of the aforesaid prop 'tY• r+✓,ry Authorized Signature ~ MAY 2 4 2021 1 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04577 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: ROBERT RENGIFO RENGIFO-COLLINS PROPERTY 2175 BAYSHORE RD 2175 BAYSHORE RD GREENPORT,NY 11944 GREENPORT,NY 11944 SARA COLLINS 2175 BAYSHORE RD GREENPORT,NY 11944 Facility Application Contact: PATRICIA C MOORE 51020 MAIN RD SOUTHOLD,NY 11971 (631) 765-4330 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 720.049 NYTM-N: 4551.459 Latitude: 41°05'04.7" Longitude: 72°22'49.1" Project Location: Shelter Island Sound, Authorized Activity: Demolish and reconstruct.single family dwelling, install new sanitary system. All work must be done according to the plans prepared by Berg Design Architecture, last revised 7/17/2018 and JM Land Surveying, last revised 10/24/2017,both stamped NYSDEC approved 10/12/2018. EEH. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-04577/00001 New Permit Effective Date: 10/12/2018 Expiration Date: 10/11/2023 Page 1 of 6 tom® NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION � Facility DEC ID 1-4738-04577 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:MARK CARRARA, Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 Authorized Signature: /�� `. � Date IVI /z Distribution List PATRICIA C MOORE Bureau of Marine Habitat Protection Elyssa Hopkins Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Notice of Commencement At least 48 hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 2. Post Permit Sign The permit sign-enc losed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted.by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Berg Design Architecture, last revised 7/17/2018 and JM Land Surveying, last revised 10/24/2017. Page 2 of 6 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04577 4. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 5. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 6. Install,Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 7. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 8. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours,shall be contained by a continuous line of staked haybales/silt curtains(or other NYSDEC approved devices)placed on the seaward side between the fill and-the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 9. Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. 10. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 11. Open-Grate Material The stairs on the seaward side'of the dwelling must be constructed of material with a minimum of 60%open space to reduce shading impacts. 12. No Unauthorized Fill No fill or backfill is authorized by this permit without further written approval from the department (permit,modification, amendment). 13. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 14'. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 15. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04577 16. Tidal Wetland Covenant The permittee shall incorporate the attached Covenant(or similar Department-approved language)to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Marine Habitat Protection NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 Attn: Compliance 17. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 18. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 19. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if,in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation" of said waters or flood flows or endanger the health, safety or welfare of the people-of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 20. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. - Page 4 of 6 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION WSW Facility DEC ID 1-4738-04577 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: 'a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application;, d. newly discovered material information or a material change in environmental conditions, relevant technology or.applicable law or regulations since the issuance of the existing permit; Page 5 of 6 ARM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04577 e. -noncompliance with previously issued permit conditions, orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York,its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actioris.•naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns-of their responsibility to-comply with this permit, including all,special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental'Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be.,required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title,or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 Scott A. Russell ,��°Su '� STO]Eb.AWWA\TIER SUPERVISOR ' MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 u- 53095Main Road-SOUTHOLD,NEW YORK 11971 r Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT DOES TICS PROJECT INVOLVE ANY OF TTI-I)J FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑❑x A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ x❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑E] C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑x ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. x❑❑ E. Site preparation within the one-hundred year f loodplain as depicted on FIRM Map of any watercourse. ❑❑x F. Installation of new or resurfaced impervious surfaces of 1,000 square feet;or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature,Contact Information,Date & County Tax'Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) S.C.'r.M. �: 1000 Date: dwr-lct NAME: JOHN R.BERGAA 53 04 14 6 Ild-/I I Sectioq Block Lot **`FOR BUILDING DEPARTMENT USE ONLY contact wortnatiom 646 486 1964 <� rr� na � -eu� Reviewed By: — — — — — — — — — — — — — — — — Property Address/Location of.Construction Work: — — — — — — - -Date: — — — — 2175 BAY SHORE ROAD Approved for processing Building Permit. Stormwater Management Control Plan Not Required. — — — — — — — — — — — — — — — — — GREENPORT,NY 11944 Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM ¢ SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.°: 1000(rroperty owner.Design Pwfessimul,Agent.Contactor, — — bosun,/ CHAPTER 236 11 53 04 14 Stormwater Management Control Plan CHECK.LIST NAME- JOHN R.BERG,AIA Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: The applicant must provide a Complete Explanation and/or Reason for not providing v 'n v 646-486-1964 all Information that has been Required by the following Checklist! nature 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: if yqu need additional room for explanations, Please Provide additional Paper. a. Location&Description of Property Boundaries SH b. Total Site Acreage. c. Existing-Natural& Man Made Features within 500 L.F. X DRAINAGE INSPECTIONS ARE REQUIRED of the Site Boundary as required by§236-i7tCJ(7J. 765-1560 before d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. XRackfill, --- e. Limits of Clearing&Area of Proposed Land Disturbance. that the drainage has been - X f. Existing& Proposed Contours of the Site (Minimum z Intervals) X g. Location of all existing& proposed structures, roads, X driveways,sidewalks, drainage improvements& utilities. JUN 1 4 2019; h. Spot Grades& Finish Floor Elevations for all existing& X proposed structures. 1. Location of proposed Swimming Pool and discharge ring: X I Applicant is not proposing to construct a pool J. Location of proposed Soil Stoekpile Area(s). X k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). 1H_1 SEDIMENT CON M.Location of all proposed erosion&sediment control measures. a include but not-be limitpri to. 2. Stormwater Management Control Plan must include Calculations showing A well maintained col3str.ct that the stormwater improvements are sized to capture,store„and infiltrateX Wire Backedng, , on-site the run-off from all impervious surfaces generated by a two(21 inch Seeding rainfall/storm event. inactive soils. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. X b. Construction Entrance&Site Access. X c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) X Weare not proposing to install any catch basins or trench drains. d. LeachingStructures (e. .infiltration basins,swales,etc.) X **** P� FOR ENGINEERI EPA ENT USE ONLY** Additional Information is Required. Reviewed& ® Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: G /3 l SMCP has been approved by the Engineering Department. FORM * SWCP heck List -TOS MAY 2014 Gy< BUILDING DEPARTMENT-Electrical Inspector c TOWN OF SOUTHOLD go Town Hall Annex-54375 Main Road-PO Box 1179-Southold1NY 11971-0959 ,'y; �ao�� Telephone (631) 765-1802-FAX(631)765-952 Temporary Certificate #-7-,Z 0 Date S 2020 Customer Name �er Z^ Electrician Name f Address 2 / S-Fa VSA ArePhone e-mail e-mail Ae , Phone License# 8 . 140__ Size 00'-'A Phase Overhead Underground _ #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is val' t`or 90 s the date abov Authorized by --------------------------------------------- BUILDING DEPARTMENT- Electrical Inspector ��p C = r •• TOWN OF SOUTHOLD own Hall Ann°ex - 54375 Main Road - PO Box 1179 8 . So_uthold, New York 11971-0959 o • �• ti JAN 1 Te Iohe (631) 765-1802 - FAX (631) 765-9502 roger.richert(a)town.southo ld.ny.us APPLICATI,ONFOR,ELECTRICAL INSPECTION EQIJESTED Bl(`:"" - _...._ ._..-•----..._..........__.._._...;._.... .......... . 'Date, -fA/8,lao. ._ .._. Company Name: GTSc- Name: 16-t-oc License No.: 5-79 -AF-- email: 16 Y! L- AAL C-a^-i — Address: Po l3ox eq- Phone Phone No.: 57 6 6-1 Pee � I JOB SITE INFORMATION: (All information Required) Name: ipt (a i3€' Address: 4,1 / ?S' /3►�y.�fib - L - �•�r�Ery d o�'�� N� Cross Street: K&Itt td 3� Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: J3 Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) A/4i0 /1E4 c (WE-10 0 , Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YE)S / NO Issued On loxivlo Temp Information: (All information required). Service Size •1 Ph 3 Ph Size: 900 A #Meters Old Meter# =SerViGeFireReconnect-Flood Reconnect- Service Reconnected Undergroun Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional information: PAYMENT DUE WITH APPLICATION Request for inspection Fonn.xis � BUILDING DEPARTMENT- Electrical Inspector p C TOWN OF SOUTHOLD . _ Town Hall Annex 54375 Main Road - PO Box 1179 o _ Southold- New York 11971-0959 -_JAN 7-_� ( ) - (631 one 631 765-1802 FAX 765-9502 ---- ---- - -------- ----- -- --- � ----=' -'---- -- ------ - - ) , -- 1 --_rogerrichert(c�fowri_southoid-.ny:us------�- ---- ----- APPL(CAT,ION-F4R,ELECTRICAL INSPECTION EQUESTED'BY:._.. ._.....-. _.... Date: Company Name: rF_(.i:G`rn4 c Name: II:S7 "t-.m License No.: 5 79 --,c- 11, `(/ L—. AQ L . C-0 nit Address. Po Phone No.: S7 6 6:1 C,� IG JOB SITE INFORMATION: (All Information Required) Name: it 0-B. ►1LT' Address: ?S' 1Grrp-E^' , N? Cross Street: k&-4t U Pi Phone No.: 'Bldg:Pennit#: .C,l,�d' c2 email: Ta; Map District: 1000 Section: 5'3 Block: Lot: t IEF DESCRIPTION OF WORK (Please Print Clearly) 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 3 Ph Size: goo A # Meters Old Meter# =ServicG_eFireReconnect- Flood Reconnect- Service Reconnected Undergroun Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FoRn.xls l t PERMIT# d els: 1`A Switches 1 R 111 111 , Outlets— GFI's r/e Surface Sconces B ` H H's��`� UC Lts Fans Fridge HW Exhaust Oven .C�,.3 Dryer Smokes DW Service 1 Carbon Micro Generator Combo 1 Cooktop Transfer AC � - ` AH Mini ' [ Special: -T- Comments GC $ s �t2- L Page 1 of 3 I t (Date: May 17,2017 Case No.: 17-02-0954A LOMA 4,PARTt,fes - .. Z T Federal Emergency Management Agency �. Washington,D,Cx,20472 LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION ------ - --;_-- - TOWN OF SOUTHOLD,SUFFOLK A portion of Lots 36 and37,Amended Map A of Peconic BayEstate; COUNTY,NEW YORK as described in the Bargain and Sale Deed recorded in Liber D00012263, Page 588, in the Office of the County Clerk,Suffolk COMMUNITY I County, New York The portion of property is more particularly descr'Ibed by the following COMMUNITY_NO,:360813 metes and bounds: NUMBER:36103C0159H AFFECTED MAP PANEL DATE:9/25/2005 t _ FLOODING SOURCE:ATLANTIC OCEAN;LONG IkPPROXIMATF LATITUDE&LONGITUDE OF PROPERTY;41.084608,-72.380358 ISLAND SOUND;,,PIPES COVE SOURCE OF LAT&LONG:LOMA LOGIC DATUM:NAD 83 - DETERMINATION OUTCOME 161.ANNUAL ' L13�`m _ 1..tbVVEST-`-- , WHAT IS CHANCE ADJACENT i 3 LOT ' LOT BLOCK/ SUBDIVISION STREETREMOVED FROM FLOOD FLOOD GRADE I ELEVATION SECTION ( F THE SFHA ZONE ELEVATION ELEVATION - (NAVD 88) (NAVD 88) (NAVD 641 J36& -- Amended Map 2175 Bay Shore Portion of X 6,0 feet £ 16.0 feet A of Peconic Road Property (shaded) _ Bay Estate Special Flood Hazard Area"(SFHA)' - The-SFHA is an area-that mwould-be.inundated by-the 'flood having a 1,,14=ntI.chance of being' ' 'equaled or exceeded in_any.given year(base flood). °ADDITIONAL CIdNS IDERATIONS(Please refer to the appropriate section on Attachment 1 for the-additional-considerations-listed•below-)-- 'LEGAL ow-)--`LEGAL PROPERTY DESCRIPTION ZONE V PORTIONS REMAIN IN THF-SFHA This document provides the Federal Emergency Management-Agency's determination regarding a-'egdest--fol -6a Letter`bf;t`vap Amendment for` the property described above. Using the information submitteo- and the effective National Flood Insurance Program (NFIP) map,_we have gdetermiried:_that-the,Fdescrlbed portion(s)•of the t c}+f{ j,�slar'e-..no[u;located'in,- a SFHA; an area inundated by the #0&;f4 fnj a 1-percent chance of being equaled or exceeded in any given year (base flood),"`JThis,-di�kta� the "`-,NFIP map,I to`remove they subject : `from;the,SFHA located` on the'" ,NFIP ,map = e�; ;the,Federal.'i) t ,f1oo`d• j50yq aCBl req r8 'does' not-,apply', at,, the lender°has'the option to continue ik flood'insurance requirement to protect its financial risk on the loan. A"Pr'eferred Risk Policy '(PRP)is available for buildings located outside the SFHA Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available. The enclosed documents provide additional infq[ttt 0, regarding this 'determination. If you have any questions about this document, please contact the FEMA Map Information eXchange (FMIX) toll free at (877) 1336-2627(877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, Engineering Library, 13(09 Eisenhower Ave Ste 500,Alexandria,VA 22304-6426. Luis V,Rodriguez,P E,,Director Engineering and Modeling Division Federal Insurance and Mitigation Administration _ oticAi—Z' F.�. Federal Emergency Management Agency Washington, D.C. 20472 j9ND Stili May 17,2017 MS.PATRICIA MOORE CASE NO.: 17-02-0954A 51020 MAIN ROAD COMMUNITY: TOWN OF SOUTHOLD,SUFFOLK SOUTHOLD,NY 11971 COUNTY,NEW YORK COMMUNITY NO:: 360813 DEAR MS.MOORE: This is in reference to a request that the Federal Emergency Management Agency (FEMA)-determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded•in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is on the attached Letter of Map Amendment (LOMA) Determination Document. This determination document provides additional information regarding the effective NFIP map, the Iegal des&tipli*-, of the property and our determination. Additional documents are enclosed which provide information regarding the subject �r and LOMAs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Determinatiorfje�[41'ent document. If you have any questions about this letter or any of the enclosures, please contact the FEMA Map Information eXchange (FMIX) toll free at (877) 336-2627(877-FEMA -IAKI? or by letter addressed to the Federal Emergency Management Agency, Engineering Library, 3601 Eisenhower Ave Ste 500,Alexandria,VA 22304-6426. Sincerely, « t ==� Luis V. Rodriguez,P.E.,Director Engineering and Modeling Division Federal Insurance and Mitigation Administration LIST OF ENCLOSURES: LOMA DETERMINATION DOCUMENT(REMOVAL) cc: State/Commonwealth NFIP Coordinator Community Map Repository Region PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631) 765-4330 Fax: (631) 765-4643 > tlSPSTRADKiNG4 911 #ti 6i043ta0" . . 52 &CUSTOMER # 9C ®}9m RECEIPT "w February 23,2017 attn: LOMA Manager LOMC Clearing House R47 South Pickett Street Alexandria VA 22304-4605 Re: Rengifo and Collins Premises:2175 Bayshore Road, Greenport SCTM: 1000-53-4-14 Dear Sir or Madam: With reference to the above,enclosed please find the following: 1. Application for single family residence amendment 2. Copy of deed 3. Copy of tax map 4. Copy of google map 5. Original map with description of premises Thank you and please do not hesitate to contact the undersigned should you have ainy questions. Very truly yours, Patricia C. Moore by encls. Page 2 of:3 {{Date: May 17,2017 (Case No.: 17-02-0954A LOMA a 0 Federal Emergency Management Agency T^t^^mmt Washington,D,C,20472 RhD 5� _ LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) LEGAL PROPERTY DESCRIPTION (CONTINUED) ALL that certain plot, piece or parcel of land, situate, lying and being at Greenport, Town of Southold, Catty of Suffolk and State of New York, known and designated as part of Lots 36 and 37 as shown on a certain;�i,p entitled "Amended Map A of Peconic Bay Estate", filed in the Office of the Clerk of the County of Suffolk 6l PMay 19, 1933 as File No. 1124, being more particularly bounded and described as follows: BEGINNING at a point marked by a pipe at the northwest corner of land to be herein described and the southwesterly corner of land now or formerly Raymond P.Thek and Catherine Thek, said point being also 980 feet more or less as i measured along the easterly side of Bay Shore Road from the corner formed by the intersection of the southerly side of Wells Lane with the easterly side of Bay Shore Road; RUNNING thence North 45 degrees 43 nilnq sa40 ' seconds East along the southerly line of land now or formerly Raymond P#Thek and Catherine Thek, 115.92 feet j to a point,RUNNING thence the following nine (9) courses and distances along the 6'contour line(NAV61988 Datum) and through Lots 36 and 37 as shown on above said mapt,(I)along the arc of a curve to the left having a radius of 23.91 feet and a length of 17.60 feet to a point; (2) North 49 degrees 49 minutes 24 seconds East, 34.63 feet to a point; (3) along the arc of a curve to the right having a radius of 7.39 feet and a length of 11.07 feet to a point,'(4) South 47 degrees 03 minutes 35 seconds East, 15.08 feet to a point; (5) South 63 degrees 46 minutes 11 seconds East, 12.24 feet to a point; (6)South 48 degrees 03 minutes 38 seconds East, 11,01 feet to a point;-(7)Along the arc of a curve to the right having a radius of 15,00 feet and a length of 24i 72 feet to a point; (8)South 46 degrees 20 minutes 38 seconds East, 62.89 feet to a point; (9)Along the area of a curve to the left having a radius of 5.94 feet and a length of 8.28 feet to a point along the northerly fine of Lot38 as shown on above said map; RUNNING thence South 45 degrees 43 minutes 40 seconds West along the.` tf�; said line,72.81 feet to a point along the easterly side of Bay Shore Road marked by a concrete monument; RUNNING thence North 61degreesl 1 minutes 30 seconds West along the easterly side of Bay Shore Road, 77.93 feet to the point or place of BEGINNING. ZONE V(This Additional Consideration applies to the preceding 1 Property.) A portion of this property, but not the subject of the Determination/Comment Document, is located within a Coastal High Hazard Area(Zone V, VE or V1-30). Therefore,any future construction or substantial imprflSwsTrt on the property remains subject to Federal, `" g p p p y t � telC�:tlatfttealth,and local regulations for flood Iain management. No construction using fill for structural support or that may increase flood damage to other property may take place in these areas. This attachment provides additional information regarding thisry request If you"have any-questions about this "attachment, please contact the FEMA Map Information eXchange (FMIX) toll free at (877) 336-2627(877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency,Engineering Library,3601 Eisenhower Ave Ste 500,Alexandria,VA 22304-6426. --t- mss'=® I=---1---- Luis V.Rodriguez,P,E,Director Engineering and Modeling Division Federal Insurance and Mitigation Administration Page_3 of 3 Date: May 17,2017 Case No.: 17-02-0954A LOMA Federal Emergency Management .Agency �F4 Washington,D.C.20472 AND SE _,. LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) PORTIONS OF THE PROPERTY REMAIN IN THE SFHA(This Addki6nal Consideration applies to the preceding 1 Property.) Portions of this property, but not the subject of the Deter t"'6D Vd6ftlrnent document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property! "iM S subject to Federal, State/Commonwealth, and local regulations for floodplain management. f i i f t This attachment provides additional information regarding this request. If you -have any questions about this attachment; please contact" the FEMA Map Information eXchange (FMIX) toll free at (877) 336-2627(877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency,Engineering Library,3601 Eisenhower Ave Ste 500,Alexandria,VA 22304-6426. Luis V,Rodriguez,RE,Director Engineering and Modeling Division Federal Insurance and Mitigation Administration DEPARTMENT OF HOMELAND SECURfT '-FEDERAL EMERGENCY MANAGEMENT AGENCY 0, ,N0,1660-0015 APPLICATION FORM FOR SINGLE RESIDENTIAL LOT OR STRUCTURE AMENDMENTS TO NATIONAL FLOOD INSURANCE I Expire5FWWV",28,2014 aE. - m.- pu4�!!C�gburi}�s<for'tltFi� ;rmtt�k►e=t�" !rn�ts�lt#� "�:��9 � �.€,i' t� ri1r`rtate!nchaletif}ra�` - � �I �`tgsra4lr�uGAg�t1stnittfbdii, Lit(t),N,t $:datas+terees;B Etara gx►is't i e,�t :„a�ttSzi%pd ttng�and'�q» i' F .Wo_?y f!ast, an uf;rc�d.t°tt kl#�► E <�1 h �ai0 `,< �ral) IE tfmttbitnrl►arlt ant >; ' !�^ r...y' I.i`tns t tx�iixii # ', ^ar:t ��l��it�-�j�tt►� �e3,tf��ti!e1�,t�t';, .�- !�tkisnN�i �tap�.cn►4��?l i�(at�yc�913'r'1flE�hara�r�hq�tegerrlr`a�i�±t.��4F.5autfF; 'S#'e�t�10.19"`�.'VAS}�3r':'€ N�aclt�isiit�anP'ro��ti(�1�14tt7�: T!fiS form should be used to request that the Department of Homeland Security's Federal Emergency Management Agency(FEMA)remove a single structure or #Y,-recorded parcel of land or portion thereof,described by metes and bounds,certified by a registered professional engineer or licensed land surveyor,from a I designated Special flood Hazard Area(SFHA),an area that would be inundated by the flood having a 1%-chance of being equaled or exceedediany given year ? (base flood),via Letter of Map Amendment(LOMA).It shall not be used for requests submitted by developers,for requests involving multipleji#*itiWbr lots, for property in alluvial fan areas,for property located within the regulatory floodway,or requests involving the placement of fill.(NOTE:Use.W4 forms for such °I 'requests).Fill is defined as material from any source(including the subject property)placed that raises the grade to or above the Base Flood BFE).The - 1€ j common construction practice of removing unsuitable existing material(topsoil)and backfilling with select structural material is not iStblik fedthe placement of fill if the practice does not alter the existing(natural grade)elevation,which is at or above the BFE.Also,fill that is placed before the date oftlikfirst National Flood Insurance Program(NFIP)map showin rhe area in an SFHA is considered natural taanexf of landt at- isdpn elevatedLOMA: after tonN A stating ' t te € i V _W V A-This section may be completed by the p"10 ;owner or by the property owner's agent.In order to process your` ;all information on'! j this form must be completed in its entirety,unless stated as optional.Incomplete submissions will result in processing delays. '1. Has fill been placed on your property to raise ground that was previously below the BFE? X No ❑ Yes-If Yes,STOP!1-You must complete the MT-1 application forms;visit ht4 www.fema:eov,plan orwertt%fhrnldl int-i.shtm =/ or call the FEMA Map Information eXchange toll free:(877-FEMA MAP)(877-336-2627), 2. Legal description of Property(Lot,Block,Subdivision or abbreviated description from the Deed)and street address of the-Property (required): I I Suffolk County Tax Map#1000-53-04-14;2175 Bay Shore Road,Greenport NY `E 3. Are you requesting that a flood zone determination be completed for(check one): ❑ A structure on your;*00t r?What is the date of construction? (MM/YYYY) ) X A portion of your legally recorded property?(A certified metes and bounds description and map of the area to be it6tr i4 certified ` by a registered professional engineer or licensed land surveyor,are required.For the preferred format of metes andiounds �I fi descriptions,please refer to the MT-EZ Instructions.)Herein Attached ❑ Your entire legally recorded property? ; All documents submitted in support of this request are correct to the best of my knowledge.I understand that any falseiaili nay be unishablg b -f!ne or imorisonment under Title 18 of the United States Code.Section 1001, Appl!cant's Name(required): '"' - __ ___ __ _" "" . E-mail address(optional)(X By checking here you,*-receive Robert Rengifo and Sara R Collins,husband and wife correspondence electronically at the email address frlav#dQ* C/O Patricia C.Moore Esq.,as agent Pcmoore@mooreattys coin € Mailing Address(include Company name if applicable)(required): Daytime Telephone No.{required): 51020 Main Road,Southold NY 11971 clo 631-765-4330 E Fax No.(optional): 1 € 631-765-4643 SignatuDate(required) - - - �'`, � �.�=�-- - .` February 3, 2017 B—This section must be.comnleted by a registered professional engineer or licensed land survevor.Incomplete submissions will result in ptGtn delays. NOTE:If the request is to have a flood zone determination completed for the structure,and an Elevation Certificate has been completedfat this property,it maybe submitted in lieu of Section B.If the request is to have a flood zone determination completed for the entire legally recorded property,or a portion thereof,the lowest elevation on the lot or described portion must be provided in Section B. Applicable Regulations The regulations pertaining to LOMAs are presented in the National Flood Insurance Program(NFIP)regulations under Title 44,Chapter I,Parts 70 and 72,Code of Federal Regulations.The purpose of Part 70 is to provide an administrative procedure whereby DHS-FEMA will review information submitted,*"owner or lessee of property who believes that his or her property has been inadvertently included in a designated SFHA.The necessity of Part 70 is due in[pd►3the technical difficulty of accurately delineating the SFHA boundary on an NFIP map.Part 70 procedures shall not apply if the topography has been altered to raise the original ground to or above the BFE since the effective date of the first NFIP map[e.g.,a Flood Insurance Rate Map(FIRM)or Flood Hazard BoundaryA#'(FHBM)l showing the property to be within the SFHA. Basis of Determination DHS-FEMA's determination as to whether a structure or legally recorded parcel of land,or portion thereof,described by metes and bounds,-4't,be removed from the SFHA will be based upon a comparison of the Base(1%-annual-chance)Flood Elevation(BFE)with certain elevation information.Th"tt 1 information required is dependent upon what is to be removed from the SFHA,For Zones A and AO,please refer to Page 7 of the MT-EZ form Instructions repardine,BFE develoomentin,thoseareas and supportin data require ments. > - - t T f17ri%f i"Requested For:(check one) - Eleyat)orflrtformation Required;(complete Item Lowest Adjacent Grade to the structure(the elevation of the lowest ground Ei ❑Structure located on natural grade(LOMA) :r touching the structure including attached patios,stairs,deck fjkjor garages) 7.3 X Legally recorded parcel of land,or portion thereof(LO Elevation of the Iowest ground on the"�parce[;o�within foie dt31aat"of land to be removed from the SFHA-,'6.'o 1. PROPERTY INFORMATION Property Description(Lot and Block Number,Tax Parcel Number,,or Abbreviated Description from the Deed,etc.)!" Tax Map#1000-53-4-14 tiSTRUCTURE INFORMA710NA 11 111 11 Street Address(including Apt.Unit,SWf6,and/or Bldg.NoJ: 2175 Bay Shore Road,Greenport NY 11944 s l is the type of construction? (check one) ❑crawl space ❑slab on grade X basement/t hu:16bft0: - i , ❑other(explain): GEOGRAPHIC-COORDINATE DATA Please provide the Latitude and Longitude of the most upstream edge of the structure(in decimal degrees to nearest fifth ill place) ' s Latitude:41 degrees 05 minutes 04.6 seconds North Longitude 12 degrees 22 minutes 49.1�1t -West 13. Please provide the Latitude and"Longitud'of the most upstream edge of the property`(n decimal degrees to nearest fifith decimal place) I Indicate Datum:❑WGS84 `N"":❑NAD27 Lat. 41 05 4.6 North Long.12 22 49.1"We,s 4, FLOOD-INSURANCE-RATE P VIAT NFIP Community Number: Map Panel Number:"`" " Base Flood-1 levation(BFE):- Source of BFE 26 €' • Lowest Adjacent Grade(LAG)to the structure(to the nearest-0.17f6ot or meter)'-`rt7. Is • Elevation of the lowest grade on the property;or within metes and bounds area(to the nearest 0.1 foot or meter) 2 .0 ft.(m) • Indicate the datum(if different from NGVD 29 or NAVD 88 attach datum conversion) ❑NGVD 29 X NAVD 88 0,t1(iazidattachment) • Has FEMA identified this area as subject to land subsidence or uplift? X No ❑ Yes (provide date of current Pe!`wigJ;; I' This certification is to be signed and sealed by a licensed land surveyor,registered professional engineer,or architect authorized by law to-igfMt elevation information.All documents submitted in support of this,request are correct to the best of my knowledge.I understand that any false'Ftaittttegryjyl �li{tt by fine or im risonmeht under.Title 18 of the United States Code Section 1001. Wf IWO Name: Nathan Taft Corwin III License No., 50467 Expiration Date. Company Name: Nathan Taft Corwin III Telephone No„ 631-727-2090 Fax No,! 631-727-1727 = Email: r r\ civ 1 cc,r V1 Signature: Dace: _- - t , � In addition to this form(MT-EZ),please complete the checklist below.ALL requests must include one copy of the following: �i ❑ Copy of the effective FIRM panel on which the structure and/or property location has been accurately plotted ❑ Copy of the Subdivision Plat Map(with recordation data and stamp of the Recorder's Office) OR . of the Property Deed(with recordation data and stamp of the Recorder's Office),accompanied by a tax assessor's map orOtti!r showing the surveyed location of the property relative to local streets and watercourses.The map's'liould include at least one streetVNkssts cW0 that is shown on the FIRM panel. )�la �.tinclude a map scale and North arrow on all maps submitted— '2T ubmitted. jg `' PteaseEretafYV _� �aa_wt �t ° reerpros« DHS-FEMA encourages the submission of all required data in a digital format(e.g.scanned documents and images on Compact Disc[CD]). Digital submissions help to further DHS-FEMA's Digital Vision and also may facilitate the processing of your request. _ .i Incomplete submissions will result in processing delays.For additional information regarding this form,including where to obtain the"6It `documents listed above,please refer to the MT-kZ Form Instructions located at _ I http://www.-fema =mt-ez.shtm-. __Mail our Rest-to.- LOMC CLEARINGHOUSE 847 SOUTH PICKETT STREET ALEXANDRIA,VA 2 23 04-4605 Ann.:LOMA Manager FEMA Form 81-92,JUN 07 MT-EZ Form Page 4 of 3 3 2-w-M AM AL wi+ewML ■w 4 i ,Y V ,€ i _k '� -��',✓� z , � �"zc4 � ��`;A Y f:" r��y�"s " � j[i�.� �e..a €, °awl ' ,§` • �$� y � <x "� ✓` A FEMA Form 81-92,JUN 07 MT-EZ Form Page 5 of 3 I PAGE Type of'= .�. �`• ° 07if1 ' ' W ' TAX _,. m 02�4I PAGE: 588 District: Sloak: Lot: 1000 058.00 04.00 014.000 f Received the _ ,Pass For Above > C" $9.00 $5.00 NO w2 $5.00 No Nib, .. $15.00 No $5.00 WO $50.00 No its $5.00 NO Cert.` a $0.00 ND RPT $30.00 NO SON r �� $0.00 NO tax $0.00 NO Com.Prot $0.00 No ties Paid $124.00 3'RmsnR TAX 02 T THIS PA= IS h PART OF TH3„A 0 & "Clerk, Suffolk County a 1 2003 Jul 28 02.18t10 Ph E&ord P;R Nctnber of pan= _ cuum OF TORREM ^^ _ _ St1FF&K CMWV„ L D00012263 P Serie]# DTi 02-48933 Certificam iY Prior CtF.6 i -- _ Dbed/ In:msmeat Dit44 'iL�i 5tuap` "Rxwtilna 1 Fi11P�Stumps 111'Page/Filing Fee --� Mog Amt_ _ 1.-'I I. Amu Notation a� < ._ ,€ or v EA-5217 tCgoawl�� S®b'Ibzao9 EA-5217(State) ,TORI.MTM.TAX Dual T— Dual County _ A PTS A. held tog' Comm.of Ed. 3. 00 _ Affidavit ° Miavoa Tia t The p:opercy coveted by"k*a r`= or will-be' -by a one of'twa ftani Reg.Copy _ c-,_ ly, a only Other YES or NO ""' 1 T w 11 If NO.see appropriate ux clause on page t# of this instrument. d District Section dock Ltx 5' P..d Real /O�b -3.000 T05300 0600 � 0` Aaaotlnt� PWPCMF Tax Service t ;�a'l' CPF Tax Due, ,S /►S_Y 7rivc3 Verification .. 3 Vacant Land �Lis¢ _ ;De3ner'tMailingAddreaa TD TD b' r .d j' +iQUM AMMMEW& t This page forms pert of the attached •� mode by: (SPECIFY TYPE OF I l -Ob�tlt [' I�.�►G d�► 'Thi bft�4"situated In NEW YORK. TO In the p .-So_u Pf"%LP ^> '... f 1 F%t In the VILLAGE or HAM1ETof BOXES 6 THRU 8 MUST BE TYPE OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. Cower) PLEASE TYPE OR'PRESS FIRMLY WHEN WRITING ON FORM INSTRUCTIONS:httpJ/www.Ojpsst8te.ny.us or PHONE 1518)473-7222 3x6 REAL PROPERTY TRANSFER REPORT ' 6uSE Of NEW YOM € - • , . ,}fYYy, - "Ss roA STATE lm of PEAL PROPESli1'O:RVII�B RP 5217 IL L ' t.a..Dny 2175 > Bey Shore Road -_ �•-�-- - w. _ r i, loeatloa a a. a,.b194$_ € Greenport„ �! 2.suyn liengifo _ Itobett blame aNMF/ t, Collins - Sara.LI s t uvw!wt.- { „, 2.T.. 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COPY I � l - t 74 wCg.j 3 teMaJ 14Y.a.7.U.Tra 1007• -a•ra•In•d 3•a 0.•i.Y1 a:...a•►•.,,aw G.rrr••Mr..lnilrH.al•w larprar>aa 41a11O•Mm) Rw. (unihnn,W Eck.) You!LAWYER 111POINS SIGNING 7111! tNSIMMMr SHOULD u USED eY LAWYERS OI6Y- Tt1?S t ° , made the 20th day of June 'in dw'yw 2003 R682Rr RENOYHO, est 2175 Hay Shore Road, 9tt5Ail , Nov Y 3 i w1` perly of tfw brat pu%Bad R0BZRS° and SM R. COLLINS, 9 as Rueband and Wife. ffi0 at: 2175 bay, shore Road, . Wer York 119b'4; !a.P_Ww of Yam - b dt7n �er pared of load.wltb Gha bnlidlnp ead. _ . _„Wµ..s�lxrto�t erected,aitvato, „mac � � t} €i .' etfisla Ir. �{+' 11a1' s?-�>�#+��t"�1:. •�` iiS?: „ dal; �1 .aC.t � •'at"* r74k3' .�Stsi:`J4S€e9Rj�aaA1f. 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Pe4e S• ".'..``"•^"�:"". -edfltstk rcr p J iCct '41id 1 't9Ii1 _ ! tfRlcaEe4t�•$ . - ts VU `z - mod � 3 " 4 ,jw& we dim, � �reeetttr ,77d aid 1WtacA 1•r'a..- ,. � �es1' d4#: �'�tw -aa�tam � e�•aet.s^fi+sasaald•' '�wf •'be:��af°!I',�cw�d:�t""��'leau.�tl�+io' fN WyrIffM WHERW F,the party of the Bra part ham duly ncemaW th4 dead the day Gad year brat abooa wrinm IN I ort 7x ROBERT Marro • "T �sL^0i� l�As la 1�) �r� •'SpM AdUtfat ar 1loraSza CaasYey ••/br�rlmawtod�aobt�lca�to�fiiewY�S4u0► ' • swam 033.00 Tn=IYa R¢rs stoat 04.00 _ for 014.600 ROBnT RENGIFO .` OOVM T ca TOWN SO'!!OLK To ROBUT RAfGiFO and SARA R.'- � As�A of RwmRw my bt4a TM UMO. pal w WM 104 MAW M MU*t*pM*j#j ' " OLtiir/b .,h .. .�--� � P.C. 87=08 Juitici Avmnwm. Seita 3F # �, Nov York 11373 v �r 3 y e K A ' t fi Y@b� wpa<at` .'° `,'" `w -.��R, ®=};`� `+ t �,C `w.h ✓ �'"v . 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Box 16 ;li ( +lt, NY 11947 Jamesport, NY 11947 Legal Description of area between 6' contour line and Flood Zone AE (El 4106 at 2175 Bay Shore Road, Greenport,New York Suffolk County Tax Lot No, 1000-53-04-14 ALL that certain plot,piece or parcel of land, situate, lying and being at Greenport,Town of Southold, County of Suffolk and State of New York,known and designated as part of t :36 and 37 as shown on a certain map entitled"Amended Map A of Peconic Bay Estate",=, W in the office of the Clerk of the County of Suffolk on May 19, 1933 as File No. 1124,being more particularly bounded and described as follows: BEGINNING at a point at the northwest corner of land to be herein described, said point being the following three (3) courses and distances from the corner formed be the intersectiolrofthe southerly side of Wells Lane with the easterly side of Bay Shore Road: (1) 980 feet more or less as measured southerly along the easterly side of Bay ShDO Road to a point marked by a pipe at the southwest corner of land now or Raymond P. Thek and Catherine Thek; (2) North 45 degrees 43 minutes 40 seconds East along the southerly line of jbii ;said land&Lot 36 as shown on above said map, 125.55 feet to a point; (3) South 22 degrees 52 minutes 03 seconds through Lot 36 as shown on above said map, 5.72 feet to the true point or place of beginning; RUNNING thence the following nine(9) courses and distances along the 6' contour line 11 1988 Datum) and through Lots 36 and 37 as shown on above said map: (1) along the arc of a curve to the left having a radius of 39.24' and a length of 10.57 feet to a point; (2) North 49 degrees 49 minutes 24 seconds East, 32.34 feet to a point; (3) along the arc of a curve to the right having a radius of 7.39 feet and a 16 of 11.07 feet to a point; (4) South 47 degrees 03 minutes 35 seconds East, 15.08 feet to a point; (5) South 63 degrees 46 minutes 11 seconds East, 12.24 feet to a point; (6) South 48 degrees 03 minutes 38 seconds East, 11.01 feet to a point; (7) Along the are of a curve to the right having a radius of 15.00 feet and a i n th of 24.72 feet to a point; (8) South 46 degrees 20 minutes 38 seconds East, 62.89 feet to a point; (9) Along the are of a curve to the left having a radius of 5.94 feet and a Iia of 8.28 feet to a point along the northerly line of Lot 38 as shown on above said map; RUNNING thence South 45 degrees 43 minutes 40 seconds West along the above said line, 12.24 feet to a point; RUNNING thence the following five(5)courses and distances along the boundary line between Flood Zones AE(El 6) and X as shown on Flood Insurance Rate Map No. 36103CO159 H and though Lots 36 and 37 as shown on above said map: (1) North 57 degrees 37 minutes 37 seconds East, 1.38 feet to a point; (2) along the are of a curve to the right having a radius of 15.00 feet and a length of 17.17 feet to a point; (3) North 10 degrees 08 minutes 34 seconds East,22.19 feet to a point; (4) along the arc of a curve to the left having a radius of 33.00 feet and a length of 24.32 feet to a point; (5) North 32 degrees 05 minutes 10 seconds East, 19.88 feet to the point or place of BEGINNING F ' fi; ` ;g Wif]t 5'EESEG N6 MS Fl",_ _ g•,-,. �-�'--'�_ _ e jS T� g roAV C4 NR • itx.N�sOUtttpiy �' „ ; t0�AF O / .��`y< iovm ocsvrmotn [ awn Sa�i�Nnn't / 2.. u t oou.+rrasaaax `t. '��V pe m?.Su 9 S f S 1dMi W EOUINOID Q -Ff 4 '� 09 41 FE i) �� 4d�S�°Y Yj' 44, Y4,; §g 5 x4be fty T�~ ��•IgP' 8 � �,�+0� ;� � •,�� �,, :•4� ,,,� „OM1 �b 4y�;',v., r.`�r,� ��`�.,�.» �.,�,4: '". __ � '„ `"s ,:�u��s � A4w_,5�1q, -d� rp �C,' •,�.. ��' ,��p,4�;.s'� ,fr � • ' •.9 ."�'�. r 4i, y", ' � YDS }'°` a 1 � � f "a:, �� _, •� c� �asEcm.�m '� ,<"� %zi -'r <, ^�" ' ' ! ?'`'` EEE9EC.N0 V SeEEeGNG eSi ����" IMtON SEE 9EG N661i � COUNTY — '��;+p'' w •.uaFy 053 10 6C L U 1 7 MAP A OF BAY ESTATE s`. FILED MAY 19, 1933 MATE 'NPORT SOUTHOLD , •:;. - A ` ,S, JNTY, NEW YORK K 6� . 1000-53-04-14 E 1"=20' ate. '� C, eta: `. •J' ;� ,F Q. 29, 2016 TO BE TAKEN OUT OF FLOOD ZONE s 3,043 sq ft. .529 ac * �1 ZZ- 'o, � �L 0 49 r;• \ � y�_ fir,i' Safi, �,, , 01o F, NOTus- " � 1. ELEVATIONS ARE REFERENCED T EXISTING ELEVATIONS ARE S EXISTING CONTOUR LINES AF rR - FIRST FLOOR '� ? fK'L'1 ^ •vpR IcSw TB - GARATOP OF OF B LKH BB - BOTTOM OF BUL4HEA0 J•, E t ,L. .�QVV TW - TOP OF WALL � \ 'bi `•`Y �({' ,�d 2. FLOOD BW ZONE- BOTTOMINFORMOF WAfL ATION TAKE ry5�°a°N FLOOD INSURANCE RATE MAP N, ZONE AE* BASE FI,OOD ELEVATI( ZONE X AREAS DETERMINED TO I VC ^^1 E:9 LAND SURVEYING.� ELEVATIONS SHOWN HEREON REFER TO NACD 198 6y �.!IHtIWN BY JM CHECIfm BY JM �� ® ® ZO19 Mintoville@aol.com SUFF, b. CoJOHN MINTO, L.S. XREC9TE. OCT-2017 �14WF 0ALrH SERVir, LICENSED PROFESSIONAL LAND SURVEYOR p NEW YORK STATE LIC. NO. 49866 AKIN Nb; 17\BAY SHORE RD R G?' PHONE: (631) 724-4832 FAX: (631) 724-5455 SHELTER /BLAND SOUND 93 SMITHTOWN BOULEVARD SMITHTOWN, N.Y. 11 787 OF f a F bulkhead Survey of Lot 37 & the Co. o southery 1/2 of Lot 36 _ 544 �62o F 74.56 r AMENDED MAP A OF PECONIC BAY ESTATES C� _ 206 2.1' 1_, FILED MAY 19, 1933 FILE NO. 1124 / `� 6' situate at 8 6 high water It - - Arshamomaque °cq,�, , Sv�J x270 2-- Town of Southold - x3.29 Suffolk County, New York o x3.59 3.69_ _ Tax Map #1000-53-04-14 TEST HOLE DATA BY ROY K. REISSIG, PE p I x 3.47 f o October 24, 2017 Scale 1 "-- 30' OCTOBER 3, 2017 M x 3.b5 EXISTING GRADE= 7.0 I _ j4; v UNAUTHORIZED ALTERATION OR ADDITION 0.0'-0.5' TOPSOIL PT J TO THIS SURVEY IS A VIOLATION OF � 0.5'-4.0' PALE BROWN J 1.74 • � SECTION 72 LA OF THE NEW YORK STATE o SILTY SAND SM x`4 c vat►oo In ' x EDUCATION LAW. \ pe tion COPIES OF THIS SURVEY MAP NOT BEARING w o WATER 4.0'-6.2'BROWN SAND or ' `e THE LAND SURVEYOR'S INKED SEAL SI EL=0.8' AND GRAVEL SP �I nita S�/S+�e 5 ed EMBOSSED SEAL SHALL NOT BE CONSIDERED o TO BE A VALID TRUE COPY. 2,41 C x 2. alth 6.2'-10.0' WEST SAND \, De GUARANTEES INDICATED HEREON SHALL RUN AND GRAVEL SP O 2a� n'ent.92 ONLY TO THE PERSON FOR WHOM THE SURVEY N IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND °' M " �o LENDING INSTITUTION LISTED HEREON, AND w w o TO THE ASSIGNEES OF THE LENDING INSTI- ti 2.47 I O TUTION. GUARANTEES ARE NOT TRANSFERABLE. LANDWARD EDGE OF TIDAL WETLANDS Note: ALL SUBSURFACE STRUCTURES; ASDfTFRM/NdDBYSUFFOLK ENVIRONMENTAL WETLAND I x2.09 211 213 WATER SUPPLY, SANITARY SYSTEMS, CONSULTING INC.ON MAY 7,20fS DRAINAGE, DRYWELLS AND UTILITIES, �' 1 FlAG3 WLAG2 x WLAGf x SHOWN ARE FROM FIELD OBSERVATIONS FLAG2 FLAG 1 steps _ AND OR DATA OBTAINED FROM OTHERS. =� _- ORAINAGE CALCULAMNS 4- concrete wall THE EXISTENCE OF RIGHTS OF WAY 5.93 3.33 3,43 3�2 PROPOSED ROOF AREA 8� x5.98 - 59z 5. s9r s.c� AND/OR EASEMENTS OF RECORD IF 5.63 6.01 r m-■_;__._ _°_, ANY, NOT SHOWN ARE NOT GUARANTEED. 2279 SF X Zf 12 X 1002 = 379.83 CF ° wood&Wire fence ° 379.83/68.5 CF PER VF = 5.54 VERTICAL FEET x concrete wall on line� �i ( ° ARE A REQUIRED 89 C = 23�020 SQ.FT. PROVIDE (2) TWO 10' DAX 3' EFFECTIVE DEPTH a a I 6.22 � x s ls� a o LEACHING POOL 5 1 0 53 ACRES a woad&wi fence -NN- -j J Notes: s c =.a, FF 18.0 1. All down spouts to be piped into roof drywell dyes dywe 2. Wrap all leaching pools with filter fabric. I s 6o x s.'z Inew steps C.I. COVER COVER TO �I EXISTING pg 8.2 TO GRADE GRADE COVER TO iy x x_ 2 STORY inv Pg 8.4 GRADE 7.60 GRADE O x% 38.0' FRAME RESIDENCE L & DECKING 7.8 5.96 4.65 I- 15.0SHOWN HALFTONE " x HOUSE TRAP C.O. inv 7.3 8'0 X 4'(L.D.) inv inv 6.3 TO BE REMOVED 8.5'x4.75'x2.58.5'x4.75'x2.5' icy ' CROSSOVER SEPTIC TANK LEACHING PIPE LEACHING �' 1250 GALLON 6.8 (nP') GALLEY GALLEY Z PROPOSED Gl '4.77 concrete wall on line -bottom 3.8 2 STORY residence CD z o z RESIDENCE o x uses public water Sanitary System Cross Section 20.0'- �� LOWER LEVEL=8.0 x ' 6.06 NTS water 0.8 FF=18.0 5.37 �x% HIGHEST EXPECTED GROUNDWATER U4 '5.79 x x5.54 proposed es dente �\ under-ground Abj odonment of exist' ra,,,S S lit water Si d 95 electric service rmance with de Ing rani Y tem must be m o P�rtrnent I 0 / existing septic system M PROPOSED SANITARY SYSTE Completed form V re9uuement Submit „ x MIN o approx.location to be T r I abandoned&removed as Proof. proPery N end of 3 BEDROOM NausE z a concrete wall on fine z = _ 14 USE. (f) - f,250 GALLON SEPTIC TANK proposed MIN 0 0 x ' a c/� y septic system /J % j3 O'X/ W/`I' LIQUID DEPTH) N _ �S l49 t sdd fence �^ 0 - 64 �_ 2 Pas x O © S x �� Nater (5)- 8'-611 X 41-9)(21-611 NIGH LEA C I ater Ci � -- ft o � __, meter �E i1�Poee u e x 00 SERA_ `� o/k (s) I SIS¶N .. �E� GALLEYS W 50 % EXPANSION Ca�� Cour. �� 851 x 3 ,8 ��� 5'�,IN QQ s 10 BE 832 `Y da e p.8� _ V.7` ',%W mala m ROW. 5, Pt. ,)ec o 30 Water T° 8�' 4 ���� t N"� 019111 ment UrsS h I edge Ota/n ,n�aV��/C .el asphalt p� eoi eCbQnls ani, exis6n9 ved SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 1 J' to be tem PO AD s2 PERMIT FOR APPROVAL OF CONSTRUCTION FORA 0optSINGLE FAMILY RESIDENCE ONLY BAYS MAY 3 0 2019a pobl,voter 1es�deoces us DATE REF. NO. _ 5 0030 APPROVED GRAPHIC SCALE FOR MAXI M OF BEDROOMS 30 0 15 30 60 12 EXPIRES THRE YEARS F OM DATE OF APPROVAL ( IN FEET ) Health Department Approval Stamp Area 1 inch = 30 ft. f ELEVATIONS SHOWN HEREON REFER TO NAVD 1988 !' UNAUTHORIZED ALTERATION OR ADDITION DRAWN BY JM CHECKED BY JM TO THIS SURVEY IS A VIOLATION OF OFFSETS ARE TO FOUNDATION SECTION 7209 OF THE NEW YORK STATE CAD nLE DAM JUNE 2021 EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING DRAN1NCN0: 21\13AY SHORE RD THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED SHELTER ISLAND SOUND TO BEA VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND bulkhead LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. GUARANTEES ARE NOT TRANSFFRABLF. 544"W207 74,561 32 Note: ALL SUBSURFACE STRUCTURES; WATER SUPPLY, SANITARY SYSTEMS, 1 106 220 2 2.11 DRAINAGE, DRYWELLS AND UTILITIES, 209 SHOWN ARE FROM FIELD OBSERVATIONS high water line AND OR DATA OBTAINED FROM OTHERS. x 2.10 ? x 2,92 3.36 j x 3,96 THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF X J." ,S' ANY, NOT SHOWN ARE NOT GUARANTEED. � O X 3.59 M x 3479d AREA = 23,020 SQ.R. M x 385 0.53 ACRES 1 1.56 x 2.24 1.74 x 1.71 i j x 1.69 x 2.29 E 2.15 __ x x 1.88 �� ' O o x 1.05 219 O O x 1.91 AUG 00 ",Z1 w � 1 w W ~ SUll+.LOU-ClCtiLl M OthVILE� i o LANDWARD EDGE OF TIDAL WETLANDS „`r f"'•�•�►Tr_n a Jr,7 ASDE7FWMINFONrAMU&EVfk'OrwlWAl 2 0 x 2.09 2X1 1.t3 CONWIN6 INC.ON AMY 7,2M FLM 3 i WETLAND WETtAIYD x FU62 F1 C _ j steps 4.15 concrete wall x 1.11 5.93 5.89 3.33 3.43 3.40 3.42 3.39 5.63 6,01rm-■_■-■-� 5.98 5.91 5.90 5.91 6.04 ■ m-I ■ wood k wire fence x 6.20 concrete wall on line x f ■ 5.19 ° 1 e 5.89 ■ 3.12 1 X6.11 x6.16 x2.71 1 ■ 5,20 ■ wood k wile fence ■ �. 6.50 x j 5.97 3.41 pp walls,landings 9s.o3 2 STORY ! &steps � $ FRAME 1 C7 a► D O x 6.15 RESIDENCE 1 lower level CD C7 ry -p 1 footprint 5.96 3.70 O Taj C} 21.0' wo 15.8' C'�. Q Q a wire garden 5.82 deck deck x c. v V1 z fence x 33.0' Al Z x a ^ 596 4.65 / �F tv (D Q o a % N y = M o u U 5.96 1 w�/' JSP NO O (D C try dimensions 6.01 4.77 concrete wall on line _ < <� '"4 2.8' IF=18.9 � residence walls, landings .r, c Tl 9 AC uses public water e a � -C� fn steps � I m cu :i7 4 7 'L o 6.06 �. a Z M� 2.8' 5.37 -- i W 3 o N C rn C1 Q 21.1 lower level 6.84 X79 - <.2 - ITT �' �. M MH ,�° 5.54 S 49866 J D O �� 7 n r r gam on,e 330 5.95 CD uses a wafer i8D w 15.8' _ :3fir • 0 M o 6.87 O� o i 6.91" � end of N gravel concrete wall on line 3 0 Ah 1 driveway t►W '6.51 Fina v elec Tri° Septic System 1.49 pos�k rot tepCe Survey of Lot 37 & the *� 8.03 x x Leaching Galleys water o uldfty P southery 1/2 of Lot 36 0 i ales 2 1151 xN6' 31 '0' lg1 AMENDED MAP A OF PECONIC BAY ESTATES 1034.63' &t6mdm'rn aOW. FILED MAY 19, 1933 FILE NO. 1124 3 g26 "°Ter situate at V.93 •9 .02 edge of pOvemeol 1 g ovenen� x915 Arshamomaque r °SPha1>P Town of Southold zj I 9.O1 x g g1 1 xg62 AVSuffolk County, New York S - � izo #1000-53-04-14 Ep 1 4 2021 0� Tax Map BAYS June 3, 2021 Scale 1 "= 30' ,5°Se public water -�� prr. residence !l// LAND SURVEYING GRAPHIC SCALE U Mintoville@aol.com 30 0 15 30 60 120 JOHN MINTO, L.S. LICENSED PROFESSIONAL LAND SURVEYOR NEW YORK STATE LIC. NO. 49866 PHONE: (631) 724-4832 FAX: (631) 724-5455 93 SMITHTOWN BOULEVARD IN FEET SMITHTOWN, N.Y. 11787 1 inch = 30 ft. PROPERTY INFORMATION OWNERS: ROBERT RENGIFO AND SARA COLLINS 2175 BAY SHORE ROAD, GREENPOF2T, NY 11944 CLEAN \11 } lt� 'a S.C.T.M. NUMBER: 1000-53-04-14 CLEAN SAND SHOULDER t AREA TYPICAL EXISTING ASPHALT -A, / i�'•I /' I 50 MIN._-----_- LOT AREA: =23,043 sq.ft. OR 0.529 ac.(TO TIE LINE) GRADE ROAD SURFACE. FLOW + - 18•-0" BUT suFFl lEl1T To kEeP MAx. C,t0 C. SEDIMEN f GN SITE _�— ' —� - �-- HAv BAII AND/OR = 12,865 sq.ft. OR 0.295 ac.(TO BULKHEAD) J;,',_ ^ �Ir SILT FEN ING GRADE LL. oA STRUCTURES ALLOWABLE SF PROPOSED SF = �- " " I I —� LL BUILDING COVERAGE =AREA TO BULKHEAD (12,855 S.F.) X(20%)=2,573 S.F. 2,279 S.F. Oo°�c:� o Do /i n ! �6 D OLY'Q Q D O D Q 0' CLEAN GRAVEL FILL L ._.,-/ / 7 :¢ - 12! 1 W J ..,'C.:.•s.... . .. .. -_ 167 S.F. - I 5 Y _ . . EXTERIOR STAIRCASE �o o =r x IL • •'.•.'f1•r''.Y-rt:c+--"•tT,r><-:F-m+'=-..Tmr.• .-aF -•:•I..a !1: �t:'.';' , .\.\i.•.. .1. '.fi `:'.1:7, 'N.'S:`L','•.•. .4v: O J.F. = 0 O a C FILTER CLOTH y ( j y 6-1-- W :; ;:q*' :.� i:;.is<;: g'r ;,;:t;'..w:••,;tc''';ii i yr l�:!:: ,: PERVIOUS DRIVEWAY = a° � I � �./ /9 I - ,.�. ,b;: "'' � G �._ .. , ,.w ,mfr• `,i ,Su ° D D o o /� 4.. VERTICAL - y o w C UNEXCAVATED SOIL • �'•n"�". �6.y.•..•ri-;.•'i:^ o„ o 0 0 ,�" SLOPE � /� .Q,/ !�. ;� _ ,�(•".w,,: O ' .'w:` ,:y`''.��A` � ':i,J i•t.. 4.•,ry,�. y`•:.fey(^'.;a� z O 2447 S.F. 19% � o o �o. � FACE o n.•.rr ;>r t,,,..:;,:� •. TOTAL LOT COVERAGE ( ) � °� � °a o° IiiTi= I I �.�' �� Q i� -��'• ��; �` :�:`- ."}:,:`,.:,,,:,?•... ;,:..:' � , D O ° 0 Glj 0 I .y.,. r+. NO NEW CLEARING PROPOSED a o IID- �C ''�`` '" `' GG � 0Op o - VIII � / ./ aid:^,"4;' .e' ".p' '•G�!+`E�.y':<'.-'" �",V;�,' `"K" c� o> -- --- 'a. r�. �: ,t:OrYY.+Sr rn�, >. ..... .•-i•v{';i* F= PERSPECTIVE VIEW .... ':j.".. '!c',.[w mf tJ',Nx.ty"" �}.a.0 di BEDDING DETAIL : '. t_ :•.=: :.�..: .,.: _ a .. . . .��'�'•� ,.:':: ';:. y •rte. '.S' :1tr. :YZ^';">�•i' .';-t.,i•,:�.•:'�'",/J•`1'iy;' ..,.,✓...a....; 3 f,�1i./�7.."•,�ti'{}`'� r;1�t" .:1:„• :.?.nr,', •i:...;:,+'j�.Y.to l.n..j P�.,�`h, ...t 8"THICK PRECAST 1:•r''::a;•. ...1✓,,• ,J:r'":. FRENCH DRAIN DETAIL CONCRETE TRAFFIC BEARING SLAB. Seale:NTS — EXISTING GRASS ANGLE FIRST STAKE TOWARD :.r'✓ ^. ' 8"THICK REINFORCED CONCRETE SWALE AREA FREVIOUSL I AL `f^� 'rte 36" MINIMUM 2 x 2 j CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED Y LA D B E. FENCE POST 5 . 3/4'STONE BLEND O0.N.V.STATE D.O.T.APPROVED RCA. TRAFFIC BEARING SLAB ---� CAST IRON IN GRASS SHOULDER FILL TOONE BLEND O N.Y.EXISTINGTE GRADE FOR DRAINAGE. C-A. TEST HOLE DATA BY ROY K. REISSIG, PE _ 2"ASPHALT ROAD SURFACE ON \ CAST IRON INLET AREA TYPICAL \ E 4•COMPACTED RCA BLEND. GRATE a FRAME \ CAST IRON INLET f'�-� ^� �L OCTOBER 3, 20 7 TYPICAL GRADE - - GRATEaFRAM� ^/4� WOVE WRE ENCE Ilh / fLOW L� J N i F - y .. J =-- (6 x 6 - 10/10 WWF) � �s EXISTING GRADE - 7.0 — L PRECAST CONCRETE \ / —I I III ^ 1-/ ♦ Z PLAN VIEW / CHIMNEY -_ __ err �L ��L-n i FILTER CLOTH _ VIII —=, !�1'— 0.0 0.5 TOPSOIL PT ®� � _ KA F 0.5'"-4.0 PAI f BROWN q l °;oo �E9�®�171 K-1 FY 18"TRAFFIC BEARING � ����� CLEAN SAND a � L f- F•iLJ BROWN Y : — GRAVEL , BOUND HAY BALES GRA ' � DRAINAGE PIPE.TYPICAL - t 7V S {.jt -- - - Y �\ n SILTY SAND JtVf V'tp D©a]LQ® ©`�L �,. EMBED FILTER CLOTH - II, �F R 0 A E,ISTIr,e cFpoE ^'w 8'DIAMETERxB'DEEP _;_ ^h PLACED ON CONTOUR MIN. 6 INTO GROUND �L___ �_LI PRECAST CONCRETE --- ? �_--- -- Ld� LEACHING RING. /-7/x �' � „ -w•+ Q W _�� P E,CA � -_ — 10'DIAMETERx4'DEEP ��!�Y — L f'-/� - j N \' CONSTRUCTION ENTRANCE-FOUNDATION OFCOMPACTED F--- ®� - _ PRECAST CONCRETE ®�B� — �L 2 RE-BARS: STEEL PICKETS OR LO HAY BAIL ANG/OR 3/4'STONE BLENDOR OVE EXISTING GRADED.O.T.APPROVED DRAIN GE. ¢ ?�, LEACHING RING. q , r SILT FENCING --� FILL T018"(Min.)ABOVE EXI$ING GRADE FOR DRAINAGE. En ' C �y) _ n n r p N �.0 "U.[ BROWN SAND 41 ®� , 2 x 2 STAKES 1.5 to 2' IN GROUND. NOTE: WATER ll!—. cgs TIl,_ —_ I - =1.I I DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA AND GRAVEL SP — �� -- cRoss sEcriclr� EL-OaS? __ IU- VIII Ifl-IT HAY BALES. 1/2 ACRE / 100 LINEAR FEET - �� C v U _ CLEAN SAND b---� ` ! CLEAN SAND b GRAVEL =ITT GRAYELFlLL. .•�$.:.==°• `` 4 ANCHORING DETAIL 4', !/� �/{( �(/�{j/r('(\+ SAND i GROUND SECTION DETAIL 6.2'-10.0' WEST VANU -1 WATERGROUND - f WATER CLEAN SAND b 10'-0"Diameter 2'-0'MIn. 21-V Min. 8'-V Dia. T•0"Min. STRAW BALE DIKE DETAILS TEMPORARY CONSTRUCTION ENTRANCE AND GRAVE(. SP __- _ —_- _ _ GRAVEL FILL. tcal Section Leacl i Pools _ SILT FENCE DETAILS p SCALE:NTS .. �._v_-.. ..__ -.... ___ a __.Dom....v_ SCALE:NTS _. • • • GRASS SWALE DETAIL scale:NTs T ical Section @ Leaching Pool ------ --- ___�__-- --- SCALE:NT Scale: NTS DRAINAGE CALCULATIONS PROPOSED ROOF AREA 2279 S.F. X 2/12 X 100% = 379.83 CF 379.83 / 68.5 CF PER VF = 5.54 VERTICAL FEET REQUIRED PROVIDE (2)TWO 10' DIA X 3' EFFECTIVE DEPTH LEACHING POOLS NOTES: 1. ALL DOWNSPOUTS TO BE PIPED INTO ROOF DRYWELLS 2. WRAP ALL LEACHING POOLS WITH FILTER FABRIC 3. ALL SECTIONS OF PERMANENT AND/OR FINAL DRIVEWAY CONSTRUCTION LOCATED WITHIN A TEMPORARY EROSION AND SEDIMENT CONTROL (TESL) NOTES TOWN RIGHT-OF-WAY MUST MEET THE MINIMUM REQUIREMENTS OF THE TOWN HIGHWAY SPECIFICATIONS AND IS SUBJECT TO APPROVAL BY THE HIGHWAY SUPERINTENDENT 1. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES TO BE INSTALLED IN 4. ALL DOWNSPOUT STORMWATER DRAIN PIPES SHALL BE 4" HDPE AASHTO M252 TYPE C ACCORDANCE WITH THE PROVISIONS OF THE USEPA GENERAL PERMIT AND THE NYS DEC, DURING THE COURSE OF CONSTRUCTION, CERTAIN EROSION AND SEDIMENT CONTROL 5. STORMWATER LEACHING POOL CROSS TIES SHALL BE 18" HDPE AASHTO M294 MEASURES MAY BECOME NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, WATER COURSES, DRAINAGE INLETS, RECHARGE BASINS, ETC. ACTUAL EROSION CONTROL MEASURES WILL BE DICTATED BY FIELD CONSITIONS AS CONSTRUCTION PROGRESSES, BUT THE FOLLOWING GNERAL CONDITIONS SHALL BE OBSERVED. o 2. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED AND REMAIN UNDISTURBED. ?- 3. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. O G RESIDENCE ON LOT 36 2� USES PUBLIC WATER �c EROSION & SEDIMENT CONTROLS M LAWN �. Shall include but not be limited to: W z SEPTIC SYSTEM PER NEW DRYWELL: Q� /� U' \ �\ A well maintained Construction Entrance, } w Ili o > >> SURVEY 10' DIA. X 3' DEEP /.Q w ,` Wire Backed Silt Fencing, stabilization & E a Q a FOUND N II 450 43 40 E 0 3\,12. 6 9 Seeding of exposed and/or inactive soils. BLHD. 0_ E. E of o w (v O c 1, PROPERTY LINE \ N LU ' W LOW � LO K WALL o � � p o / I�o U) o �� HAYBAILS AND/OR SILT FENCING � I WETLAND =�� Uj> co M co o o co v LGI LG LG \ pW- ----- _ _____EXIST. I i LAG 3 - DRAINAGE INSPECTIONS ARE REQUIRED ~ l _ _ F a o M cn CL G \ O - ST POST-POST -WIRE t Contact TOS Engineering at 765-1560 before W ¢ I-• Q FENCE AROUND I ° Backfill, OR Provide Engineer's Certification o 0 o ° cWn 9 CO m 6� ���\-- GARDEN AREA � W M W 2 z Y z a � ' ', o r\ I LG 'I LG LG � `_ � O � that the drainage has been installed to Code. W _ 0 - � In W U Q Z M Q o_ o o I J C�\ NEW PERVIOU CnNC. W a W LL o o i STAIRCASE BUILT ` B��,GCK 1' ' �� O �Z „b „9 \ ' J �'G LG D.S. D S .S. 0 WITH ThruFlowTM I . I�; I1�I LL I �o APPROVAL OF STO WATER MANAGEMENT 2 CONTROL o r!Co — OPEN DECKIN ; pter 236 �— TEMPORARY NEW v Date: /3 CONSTRUCTION PERvlous m HA BAILS AND/OR LANDWARD LIMIT/ pprov d b a = ISI \ --- v �IOF A SALT MEADOW o III=III= p ENTRANCE DRIVEWAY NEW 2 SILT FENCING I,' WETLAND ALONG I STRUCTURE rn FACE OF WALL O�( = = I u, �o - 3 \ STORY -I RESIDENCE ON O F .n '1 1 /� 0 C_ Z (n = 1 = W N m ,'" a�� / o WETLAND,' aAorJ� y oC Q —III I O N �+> i FF ELEV= O FLAG �� T I Z C. '�• (Wj ° i Q r0- s' +11'-0" 2 �/ R p U1 I Cn O ., o _III—III- z > m OC W Z c c� m TOPSOIL - y N (rl O T C VII I : __ 1 (� - /I j ~- O = r c EXIST. (In O = W � o y m p j \ NGti STOCKPILE N .. u° oc W '+ N vv 1' oRE� �IPSNpv D.S. D.S. D.S. AREA IF READ ; I' �ONC. o h J 0� III I o G \ oNsNo�� ` - ESP -III—III= c u_ o NEW WATER SERVICE 600 S.F.+�- - IBJ 9J� X224 �OQ C- o d� Q m --� 2 - - — - - _ ----- ---- O Z o �m -__ELECTRIC SERVICE - r T�ti� f'.r_ _III—III ,� < (u', _ '^ � m ----_ , HAYBAILS AND/OR SILT FENCING WETLAND M �L TEST HOLE --- — o = ® g s, ?� v I VV r,.� TW G.9 F _-- ----- ----- - -------------------------- LL, Jai FLAG 1 ------------------------------------- ZW , — _- - WA -I PROPER - I — — — — — — — - •_ — -�-_ a� s _ _ III A > ° o V L3IV - - -- _ _ __ _ o N o o - BW 5.9 BW 4: FERtt-— TY 6W FOUND - -- - - •_ • -- - WOOD JETTY WOOD EDGING JETTY • CONC. PIPE 0.5 E. �� ._ LINE �` ' ���=III = a \ o S 45043'40" W BLLOCK 1 2'E. BLOCK /M M 00 1 .81 . III a u a a G �- a WALL WALL c> �1 CIV Fri w 301 . 66 -� OQ NEW DRYWELL: ---� �' LAWN l� III—III— W I 10' DIA. XT DEEP I I3TORMWATER MANAGEMENT CONTROL PLAN RESIDENCE ON LOT 38 (GALE:1/16"=1'-a" USES PUBLIC WATER 00 °' � I � o M W' Z19 W ° o I COLLINS RENGIFO RESIDENCE D E2 o- z w STORMWATER MANAGEMENT CONTROL PLAN AND DETAILS In W N W w = ` 2175 BAY SHORE ROAD, GREENPORT NY 11944 STRUCTURAL REVIEW JUN 13, 2017 WINDOW & DOOR PRICING II AUG 30, 2017 MILLWORK REVIEW II DEC 01, 2017 ADDENDUMAl MAY 08, 2018 DATE: JUNE 06, 2019 o o PROGRESS PRINT JUL 12, 2017 PROGRESS PRINT SEP 08, 2017 MILLWORK REVIEW III DEC 06, 2017 ISSUED FOR SCALE: AS NOTED 0 ¢ I WINDOW & DOOR PRICING JUL 17, 2017 MILLWORK REVIEW SEP 12, 2017 STRUCTURAL REVIEW FEB 13,2018 BUILDING PERMIT JUNE 06, 2019 REF NO: 194 Ir STRUCTURAL REVIEW II JUL 26, 2017 WINDOW & DOOR PRICING III OCT 11, 2017 PROGRESS PRINT FEB 22,2018 0° PROGRESS PRINT AUG 23, 2017 PROGRESS PRINT NOV 01, 2017 ISSUED FOR PRICING MAR 13, 2018 PROPOSED LOCATION APPROXIMATE HIGH POINT OF GRADE TO BE ALL ROOF LEADERS AND SITE DEMOLITION NOTES ` FOR NEW SEPTIC LOCATION OF CENTERED UNDER HOUSE: OUT DOOR SHOWER oo`� GENERAL NOTES v �\ SYSTEM AS PER EXISTING SEPTIC GRADE TO SLOPE DOWN AWAY SUB SURFACE PIPE 1. EXISTING 2-STORY RESIDENCE TO BE G 2 �, SURVEY SYSTEM TO BE FROM HOUSE; ALL SIDES TO DRYWELLS c 1. THE STRUCTURAL PLANS, TO THE BEST OF OUR KNOWLEDGE, COMPLY WITH THE DEMOLISHED �r v REMOVED ua APPLICABLE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. 2. EXISTING FOUNDATION WALLS TO BE 2. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE DEMOLISHED TO A POINT 36" BENEATH MEAN vD`I', Q 6 PROVIDE ELECTRIC y ��� LAWN OF THE STATE OF NEW YORK, LATEST EDITION AND ALL APPLICABLE FEDERAL CODES, GRADE °� O ° „ I \ AND WATER SUPPLY Gv \ �� STANDARDS, REGULATIONS, AND LAWS. 3. ALL DEBRIS TO BE REMOVED AND CARTED AWAY FOUND N 1 45 43 40 I E TO GARDEN o 3\1\ 2. 69 ' � 3. WORK NOT INDICATED ON PART OF THE DRAWINGS BUT REASONABLE IMPLIED TO BE IN ACCORDANCE WITH ALL APPLICABLE LAWS. o . PROPERTY LINE \ SIMILAR TO THAT SHOWN AT CORRESPONDING PLACES SHALL BE REPEATED. 4. EXISTING PARTIAL SUB CELLAR TO BE FILLED - BLHD. 0. E. WITH CLEAN SOIL, COMPACTED AND GRADED TO \ 8, N. CONC. BLOCK WALK FLAG 3D 4. IF ANY CASE OF CONFLICT BETWEEN THE NOTES AND DETAILS, THE MOST RIGID m/n REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL MAKE NO DEVIATION FROM MATCH EXISTING TOPOGRAPHY. G) G o p_------------- m r ,- DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL OF THE ARCHITECT. 5. ALL DUMPSTERS TO BE LOCATED WITHIN THE BOUNDARIES OF THE PROPERTY LINE AS 0) - O DW ' � 0 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AND , � r r __ _ ____- _ \�'�� r ,�'� � �r ��� �`� �', '�Z � � ° COORDINATE WITH ARCHITECTURAL DRAWINGS, DRAWINGS FROM OTHER DEFINED BY THE BUILDING AND ZONING CODES. V 0 G) r -'-'� ' 127 -9 01-3 CONSULTANTS, PROJECT SHOP DRAWINGS AND FIELD CONDITIONS. 6. FOR REMOVAL OF EXISTING SEPTIC SYSTEM: ° ' BUI DING SETBACK n�zrij 6. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES, AND LOCATE AND UNCOVER THE FIRST UTILITIES LINES FROM ALL DAMAGE. SEPTIC/LEACHING POOL FROM THE FOUNDATION. I W ; r , I - - - '- - --" --� 7o� I +' ; 1 ; y 7. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE IF LIQUID SEWAGE IS NOTED THEREIN, PUMP DRY ' I I - y n ' m -10 i I r O �� I I I X n 1�1 - o I CDU po N !' i '�� O CONTRACTOR. BY LICENSED SEWAGE HAULER, REPEAT -o + i� < ' �,r-� m I' i� ® ® iiQll m I ro- ��1r4,V;c'�.�� , 8. THIS RECORD ENGINEER PEF,MITS ONE BUILDING PERMIT AND ONE STRUCTURE TO PROCEDURE FOR ALL REMAINING PARTS OF �O >`,L, `, ` �`•;= m 4 m r-z� ; y � � � � + �O :.>:.':. :.^.iE? z I I �--� can I / , �rl1`��'•` T`` � �] 1 BE BUILT WITH THIS SET OF DOCUMENTS AND SHALL NOT BE RESPONSIBLE FOR SANITARY SYSTEM OR FILL WITH CLEAN BACKFILL ltd re ,1 ., ?3 :. r O SALT MEA y1/ ih t ,,t <<: v o AND COLLAPSE ANY CORBELLED BLOCK DOMES. '" "' D ® STRUCTURE �, DO ' «, n 1 O y ADDITIONAL STRUCTURES BUILT USING THESE DOCUMENTS. 2 . ;. v -q nn j `` z r , N J � 1 r �• t 7. EXISTING MECH EQUIPMENT TO BE SAVED & 1 .� ,. . D SHALL NOT - 1 'T1 / � N AN H O �, , ES TO THE DES � ITT t F ALL CHANGES � ^ f k �, E ENGINEER SHALL LL BE NOTIFIED IED O , .�. 9. TH , �?- r � G� , A 1 ^ m I 11 s PROTECTED FOR REUSSE: HUMIDIFIER, OIL TANK, o POST & WIRE ETLAN ». v � , G -A BE RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. o .:.:< ::,;, . -.< " ,:-.,. ', o '::;. 1 1 1 1 I ANDWARD EDGE O -• � 10. ALL LABOR, MATERIALS AND CONSTRUCTION SHALL COMPLY AND CONFORM WITH OIL FURNACE, AIR HANDLER, CONDENSER, AIR �'• '• O I FENCE AROUND F TIDAL I� FLAG 2 ,\ �',; , �� �= �. � 1 fin -P GARDEN AREA 6' r�. r m WETLANDS AS DETERMINED REGULATIONS CODES AND ORDINANCES OF ALL FEDERAL STATE AND HANDLER. i;,:`r'';' . NEW 2 STORY o CP n ; \ ` ALL RULES, a o ,.a: . ,. ; :';w d� C_ 7 1 m I BY SUFFOLK ENVIRONMENTALW o . :l.;�';°.:.::;,.;;;' .:.: ' :'>` !:`:'.;:::-°:;.`;yc� 1 RESIDENCE n m I � '� + - LOCAL AUTHORITIES HAVING JURISDICTION OVER THE WORK, INCLUDING THE ENERGY NOTES .:,, .::.,.: ,� :, ,:.;.: 1 1 -� cn O ;;' ti`> ;:: :.:; �. FF ELEV=+11'-0" n0111 I CONSULTING INC. ON MAY 07, OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA). IT IS THE RESPONSIBILITY OF THE 'a x: ;>; ^;` 6, ,, -, Cn , cn cJ, N �_ __ _ __ CONTRACTOR AND ALL TRADES TO ENSURE STRICT COMPLIANCE WITH ANY 1. ALL CONSTRUCTION SHALL CONFORM WITH THE ==-- .�. - - -� ' I 2018 o w o ---�_- - ---_ -- --- - ------------ -------__-=- - I ry w REGULATIONS AND/OR RESTRICTIONS OUTLINED WITHIN ANY SPECIAL PERMITS. -.1 - BUILD NG SE1 BA4�ft REQUIREMENTS OF THE NY STATE ENERGY NEW WATER SERVICE_ - _ _____- 7 1�� `� \ ; (n 11. WALL SHEATHING MUST EXTEND TO TOP OF WALL PLATE AND BE NAILED OFF ON CONSERVATION CONSTRUCTON CODE (LATEST Z �'Z , , 141 -42 V h� ELECTRTC SERVICE ___ BOTH PLATES, ALL STUDS, SILLS, SHOES AND BAND JOISTS ACCORDING TO NY STATE 1'` 'gyp �,m� _ AC DW zE I ; I V EDITION). CONDENSER L00 D ZONE X WETLAND ; Fri CODE, GABLE ROOFS SHALL 13E STABILIZED BY INSTALLING 2X4 BLOCKING ON 2 FOOT ---- CENTERS BETWEEN RAFTERS AT EACH END GABLE FOR A DISTANCE OF 8 FEET 2. THE ENGINEER CERTIFIES THAT TO THE BEST OF y� TW 6.8 TW 6.� TW 6•� �-'"' '� --- - O WAL � FLAG 1 ---__ ' TOWARD THE BUILDING. HIS KNOWLEDGE,THAT THE DRAWINGS COMPLY - - - rn TW -9 TW 5.9 CO C. BLOCK WALL TW 5` = '---------------------------- l ' WITH THE NY STATE ENERGY CONSERVATION ° - - k� BW 5_9 BW 4.5 PROPERTY BW 3.2 12. ALL PLUMBING IS TO COMPLYWITH THE LATEST OF NEW YORK STATE, COUNTY AND O , BW LINE FOUND WOOD EDGING I . CONSTRUCTION CODE. o o 2 G CONIC. -r1 BOCK PIPE 0.5'E.// m 0 o 1 g'E. ri LOCAL HEALTH DEPARTMENT'CODES. 3. ALL BUILDING MATERIALS, COMPONENTS AND �` �V n o S 45043940'9W BLOCK N z 13. ALL ELECTRIC WORK IS TO COMPLY WITH NEW YORK BOARD OF FIRE UNDERWRITERS ASSEMBLIES THAT ARE CAPABLE OF ABSORBING �n WALL IT;n WALL o COMPLY WITH ALL CODES OF m - w 301 . 66' REQUIREMENTS ELECTRICAL CONTRACTOR SHALL FURNISH AN UNDERWRITERS ,, fi � PROPOSED M c,�, c� MOISTURE SHALL BE PROTECTED BY A VAPOR O NEW PERVIOUS F z NEW YORK STATE & TOWN CODES CERTIFICATE TO THE OWNER. BARRIER LOCATED ON THE WINTER WARM SIDE UNDERGROUND OUTLINE OF 14. PROVIDE HARD WIRED AND INTERCONNECTED SMOKE DETECTORS AS PER N.Y. BA THE INSULATION. Z ELECTRIC SERVICE EXISTING HOUSE STAIRCASE BUILT WITH �' A UIRL8 IONS O!= STATE CODE (LATEST EDITION) 4. INSULATION SHALL BE INSTALLED IN A MANNER TO BE REMOVED hruFlow OPEN DECKING 15. DO NOT SCALE DRAWINGS REFER TO WRITTEN DIMENSIONS CONTRACTOR TO VERIFY NEW PERVIOUS DRIVEWAY: OUTLINE OF EXISTING - E�:B "J3A ",_ ; F? THAT PROVIDES FOR CONTINUITY OF INSULATION ALL EXISTINQ CONDITIONS AND DIMENSIONS IN THE FIELD AND NOTIFY OWNER OF CRUSHED QUARTZ GRAVEL WOOD DECK TO BE "` """ Ems '- 5 •AT ALL PLATE LINES, RIM JOISTS AND ALL SITE PLAN ✓ UL ANY DEVIATIONS OR ANY DIFFICULTIES IN THE LAYOUT. CORNERS. 1 SCALE:1/16°=1'-0" DRIVEWAY w/ NO SUB BASE REMOVED SOUTfIOLDT0I�JTRUSTEES 16. THE INSTALLATION OF ALL PRODUCTS SHALL BE NEW AND SHALL MEET ALL 5. ALL HOT AND COLD WATER PIPING AND ALL N.Y.S.DEC IrVi T i J g�� T .m E a �a L MANUFACTURERS SPECIFCATIONS. DUCTS SHALL BE INSULATED AS PER CODE. VENT I VENT I NEW FIXTURES WITH VENT I VENT I ((�pp , r , TL 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 6. IT SHALL BE THE RESPONSIBILITY OF THE I I NEW PLUMBING BACK I I U'� eco BREAKING, COLLAPSE, DISTORTION AND MISALIGNMENT ACCORDING TO ALL CODES, TO NEW WASTE& CONTRACTOR TO SUBMIT TO THE BUILDING PROTECTING ALL WORK DURING DEMOLITION AND CONSTRUCTION AGAINST I I VENT STACK STANDARDS AND GOOD PRACTICE. DEPARTMENT THE SIZE, DESIGN AND TYPE OF I I NEW LAV ON 18. THE ENGINEER OF RECORD HAS NOT BEEN RETAINED FOR ONSITE INSPECTIONS AND MECHANICAL HEATING, COOLING AND HOT I I NEW ROUGHING COORDINATION. ENGINEER OF RECORD IS NOT RESPONSIBLE FOR SUPERVISION, WATER SYSTEM THAT WILL BE USED. COMBUSTION EQUIPMENT FOR SPACE HEATING INSPECTION, OR ADMINISTRATION OF THIS CONSTRUCTION PROJECT. I I r-1 - -I I ��„r.r.. 4 .,,..,,_ •„ 19. TOTAL HOUSE HEIGHT NO TO EXCEED 30 FEET FROM NATURAL GRADE ELEVATION. AND WATER HEATING SHALL HAVE A MINIMUM GRADE APPROPRIATELY TO MEET HOUSE HEIGHT RESTRICTIONS AND PREVENT COMBUSTION EFFICIENCY OF 75%AND SHALL � `� ,� • � ` ' REScheck Software Version 4.6.2 DRAINAGE FROM SLOPING TOWARD HOUSE.VERIFY IN FIELD ALL ELEVATIONS AND HAVE STANDBY LOSSES LESS THAN THE CODE DATE:l -=/� .t SPECIFIED MAXIMUM BASED ON ACTUAL I I - _ 11/2" I - - - - - I ■ EQUIPMENT SIZE. - - - - fi „ - -1 -I Compliance � ifica �' NCTI, YryF�:;;Ai-.'..�� HEIGHTS. - - ROOF . 20. LOCATION OF ALL STRUCTURES ON PROPERTY IS NOT THE RESPONSIBILITY OF THE 7 IF APPLICABLE - HVAC COOLING EQUIPMENT I I 2 /65-180.= DESIGN ENGINEER, ALL SETBACK LINES AND STRUCTURE LOCATIONS SHALL BE SHALL BE RATED IN ACCORDANCE WITH THE 1 I PORCH 200 I I FpLLCr'.•^ !;: ; ;;;; ,'F�- : ';, ` LOCATED AND STAKED BY OTHERS. TABLE 4.6 OF THE NY STATE ENERGY 21. STRUCTURAL ELEMENTS THAT ARE UNCOVERED DURING THE COURSE OF IV 11 rOst . _ ., CONSERVATION SPECIFIED IN TABLES 4.8 4.9 NEW WC ON I I NEW FIXTURES WITH I NEW WC ON I ' � 'i FCrrt ALTERATION AND THAT ARE FOUND TO BE UNSOUND OR DANGEROUS SHALL BE MADE NEW PLUMBING BACK NEW ROUGHING Project 4.10 OF THE NY STATE ENERGY CONSERVATION NEW I I I D+ J Bnd � E1� ��'' 2' f's0i' ri'_ - `;?,•^9'�i �; r° i>;; TO COMPLY WITH THE APPLICABLE REQUIREMENTS OF NYS RESIDENTIAL CODE. ROUGHING TO NEW WASTE& NEW LAV ON g CONSTRUCTION CODE (LATEST EDITION). i ION 22. ALL CONTRACTOR PROPOSED MATERIAL FIXTURE, FITTING OR FINISH ) NEW LAV ON IF- Iz VENT STACK I z NEW ROUGHING I z Energy Code: 2015 IECC11 +r ' 8. ALL THERMOSTATS SHALL BE ADJUSTABLE FROM NEW CLOTHES Cdr 4'• �-il''`tL NEW I I> NEW LAV ON NEW 1 > NEW LAV ON I Location: Suffolk County, New York SUBSTITUTIONS TO BE PRESENTED TO ARCHITECT FOR APPROVAL BEFORE 45 DEGREES THROUGH 75 DEGREES F. FOR ROUGHING Iz� WASHER I ROUGHING I a NEW ROUGHING I 'v Construction Type: Single-family E' 0 "`' C.C7. INSTALLATION. NEW SHOWER ALL C0; S'i;F;U( 71,',:� S;,, COMBINATION HEATING AND COOLING NEW SHOWER �jj w NEW DISHWASHER Project Type: New Construction � -..!_ i/;: 23. CONTRACTOR RESPONSIBLE FOR EMERGENCY WEATHER PROTECTION, STORAGE Iz Iz I z I z THERMOSTATS THE ADJUSTABLE RANGE SHALL - - - - - --� Conditioned Floor Area: 0 f#2 SHEDS AND PLATFORMS FOR,SUBCONTRACTORS, CLEANUP AND REMOVAL OF 1 1/2" I I / \ I 1 1/2" I YORK ;Tt;TE, , ,,..�._.� BE BETWEEN 45 DEGREES AND 85 DEGREES F. - - - _ _ - -�- Glazing Area 39% 3! F F. Climate Zone: 4 (5999 HDD) DESIGN 013CC?,`J j I;IJC i'014 SUBCONTRACTORS TRASH AND REMOVAL OF FAULTY EQUIPMENT. r- - T I I -I / r T' - 24. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR LIVING ROOM MILLWORK, BATH 9• HOT WATER TEMPERATURE CONTROLS SHALL BE I 1 I (-� I I r I I I 1 1 I I TRUSS PI.AC/`vRDING REQUIRED MILLWORK SET AT 140 DEGREES MAX. 1 1 I I I DW I I I I Permit Date: 25. CONTRACTOR TO PROVIDE SAMPLES OF THE FOLLOWING FOR ARCHITECTS 10, ALL LAVATORIES AND SHOWERS SHALL BE I I I �, ;D `��O Permit Number: EQUIPPED WITH DEVICES TO LIMIT HOT WATER I I I I II W I 1 1/2' I I I I �,� IN APPROVAL LEEFORE INSTALLATION: NSTALL TION: STONE COUNTER TOPS, CABINET AND MILLWORK FLOW TO A MAX. OF 3 GPM AT 60 PSI WATER 1 1/2„ s„ o \ 2" 0 2" O 1 1/2° 1 1/2" 3° o FIRST FLOOR �', � Construction Site: Owner/Agent: Designer/Contrgctor:r•{ r,,r-,I �,�'^,,Tu, RUNOFF E. PRESSURE. Cr I U) 1� 10 I(0 LU ° / i' i 26. CONTRACTOR TO ALLOW FOR 6 PAINT COLORS. PAINT= 3 COATS OF BENJAMIN - - - - - \ - �-- - - - - - - -� {+" C �E3 2`'6 11. ALL FIREPLACES TO BE PROVIDED WITH A I C° (`O l t° I PC,4'1 "` MOORE ON PRIMED SURFACE. DAMPER FOR OUTSIDE COMBUSTION AIR OF 150 BATHROOM 108 I w LAUNDRY 001 I KITCHEN 102 1 BATHROOM 110 ;;'' i OF Z�;F O'a'viV CODE. 27. ALL MILLWORK EXCEPT CEDAR SIDING TO HAVE CLEAR LOW LUSTRE FINISH. TO 200 CFM. FLUE TO HAVE A TIGHT SEATED z z z z N v j 1 pp.'sf � t CONCEAL ALL FASTENERS. DAMPER WITH AIR LEAKAGE OF 20 CFM MAX. i ��W ��~�-- - •`•"�`""""•"°•'"-"""• 8''"-•"" '"' 9 �� Compliance; 5.6'/s BetterThmn Code Maximum UA: 652 Your UA: 521 Mlaximum SHGC: 0.40 YourSH'GC: 0.28 28. PROVIDE & INSTALL GRAVEL.& FRENCH DRAIN PIPING TO TAKE WATER FROM T Off: ,�•� The966etterorWarseThanCodelndexreElects hovrclosetocompliancetheteouseishasedoncodetrade•offrules., v DOWNSPOUTS AWAY FROM BUILDING. HOUSE TRAP h DOES NOT prouide an estimate of energy use or cost relative to a mini,num•code home. 29. ALL NEW GRADING TO BE SLOPED AWAY FROM BUILDING. 30. ALL HOSE BIBS AND OUT DOOR SHOWER TO HAVE LOCAL " DRAIN DOWN"VALVES. TO NEW SEPTIC SYSTEM 31. ALL HVAC SUPPLY GRILLS IN WOOD FLOOR TO BE WOOD TO MATCH FLOOR.ALL HVAC ECIV2IOpe ASS21Y1bIlO5 SUPPLY GRILLS IN TILE FLOOR TO BE ALUMINIUM BAR GRILLS. ALL RETURN GRILLS IN PLUMBING RISER DIAGRAM 2 SCALE:NTS . GWB WALLS TO BE ALUMINIUM BAR GRILLS PTD WHITE, r t • _ = A*" PROPERTY INFORMATION DRAWING LIST Frame, °12 LAWN NORTH ELEVATION;Wood 16"o.c. 437 19.0 0.0 OA60 12 Door 1:Glass 243 0,350 85 2175 BAY SHORE ROAD, GREENPORT, NY 11944 A00 SITE PLAN, NOTES, DRAWING LIST, A07 BUILDING SECTIONS A15 BATHROOM ELEVATIONS SHGC: 0.26 SCTM NUMBER: 1000-53-04-14 ENERGY NOTES, PLMB RISR DIA. A08 BUILDING SECTIONS A16 INTERIOR DETAILS METAL EDGING W/ EAST ELEVATION:Wood Frame, 16" o.c. 727 19,0 0.0 0,060 23 LOT AREA: 23,043 S.F. OR 0,529 ACRES (TO TIE LINE) A01 FOUNDATION & FIRST FLOOR PLANS A09 BUILDING SECTIONS A17 WINDOW AND DOOR DETAILS STEEL STAKE Window 1: Metal Frame:Double Pane with Low-E 12,8135 S.F. OR 0.295 ACRES (TO BULKHEAD) A02 ROOF DECK& ROOF PLANS A10 EXTERIOR DETAILS A18 SCHEDULES SHGC:0,26 337 0.350 118 ZONING DISTRICT: R-40 A03 POWER AND MECHANICAL PLANS A11 PERGOLA DETAILS A19 SCHEDULES SOUTH ELEVATION:Wood Frame, 16"o.c. r-�-�� *� - *+R*i s�FA��. A04 REFLECTED CEILING PLANS Al2 STAIR DETAILS S01 STRUCTURAL PLANS tL.-.,, �r t:. ..�..,1 .,Jj-....437 19,0 0.0 0,060 15 NO NEW CLEARING PROPOSED A05 BUILDING ELEVATIONS A13 STAIR DETAILS S02 STRUCTURAL PLANS, DETAILS Window 2: Metal Frame:Doubie Pane with Low-E i86 0,354 65 A06 BUILDING SECTIONS A14 KITCHEN DETAILS S03 STRUCTURAL DETAILS PEA GRAVEL PAVING SHGC: 0.26 �I I I I III WEST ELEVATION:Wood Frame, 16"ox. 808 19.0 0.0 0.060 38 COVERAGE CALCULATIONS: C01 STORMWATER MANAGEMENT I Window 3: Metal Frame:Double Pane with Low-E 10-oICr door 80 0,35© STRUCTURES ALLOWABLE SF PROPOSED SF CONTROL PLAN AND DETAILS III I I I I 28 BUILDING COVERAGE 2,573 (20%) 2 280 S.F. SHGC: 0.26 i , . ,. • , , • AGGREGATE SUBBASE Door 2:Glass �T'D!� duct uo e 102 0.350 36 SHGC: D.26 tC ,ting req ABBREVIATIONS APPROVED BY Ceiling2:Flat Ceiling orScissor Truss 1,799 38,0 0.0 0.030 54 EXTERIOR STAIRCASE 167 S.F. _ PERVIOUS DRIVEWAY 0 S.F. A.C.T. ACOUSTICAL CEILING TILE GALV GALVANIZED PLYWD PLYWOOD �7 TOTAL LOT COVERAGE 2,447 S.F. 19% A.F.F. ABOVE FINISHED FLOOR GL. GLASS PTD PAINTED ` O TOWN ENGINEER) Floarl:All-WoodJoist/iruss:OverOutsideAir F., , ,�_ ,� 1,799 38.0 0.0 0,026 47 BET BETWEEN GWB. GYPSUM WALL BOARD R.C. REINFORCED CONCRETE Q EXTENDED (12 PLUMBING - O O FLOOR AREAS: PROPOSED SF BLDG. BUILDING GL. HEIGHT REF. REFRIGERATOR _ I O O ALL PLUMBING WASTE FIRST FLOOR 1,799 C.H. CEILING HEIGHT H.M. HOLLOW METAL REQ'D REQUIRED Cam i'ianceStai'emer7t• The proposed bu'ridin �e��ri descr6LQf3teE�VE�SZii�i�nt with the building fans,specifications,and other P p p g 9 INES TOTAL GROSS FLOOR AREA 1,799 C.J. CONTROL JOINT ICE ICEMAKER SECT SECTION _ I I calculations submitted with the,permit application.The proposed buildinghas been designed to meett the 2015 IECC requirements g q rements In CLG. CEILING INFO. INFORMATION SHT MTL SHEET METAL _ I I I II-III I I REScheck Version 4.6.2 and to complywith the mandatory requirements listed In check inspection Checklist. CMU CONCRETE MASONRY UNIT L.C.C. LEAD COATED COPPER SIM SIMILAR I� or COL COLUMN MAX. MAXIMUM SPECS SPECIFICATIONS \) ,VA; 1050/!% CONC CONCRETE MIN. MINIMUM STL STEEL - I I ( �I PREPARED SUBGRADE Name-TitleO �I lC.�l Signature Date C.T. CERAMIC TILE MTD MOUNTED S.M. STAINLESS STEEL _ I I I ( I-� DET. DETAILS MTL METAL REF. TRASH RECEPTACLE PLIJ��►, ,�rs GO=� �1.TIFICA TION BUILDING HEIGHT CALCULATIONS DWGS DRAWINGS MW MICROWAVE TYP. TYPICAL ON EAD CONTENTgEFQRc D/W DISHWASHER N.T.S. NOT TO SCALE U.O.N. UNLESS OTHERWISE NOTED �TYP DRIVEWAY DETAILTIr ELEV. ELEVATOR N.I.C. NOT IN CONTRACT V.C.T. VINYL COMPOSITION TILE v SCALE:1 1/2"=1'0' ANCY MAXIMUM BUILDING HEIGHT= 35'-0" ENCL ENCLOSURE OP'NG OPENING V.I.F.NDVERITY IN FIELD ^ '�DFA USED IN WATER PROPOSED BUILDING HEIGHT = 33'-0" EXG EXISTING PL. LAM. PLASTIC LAMINATE WOOD L ) �SYSTEMCANNp u 2/10 o T BERGDES GN COLLINS RENGIFO RESIDENCE - SITE PLAN, NOTES, DRAWING LIST, ENERGY NOTES, PLMB RISR DIA. 88 OLD STONE HIGHWAY STRUCTURAL REVIEW JUN 13, 2017 WINDOW & DOOR PRICING II AUG 30, 2017 MILLWORK REVIEW II DEC 01, 2017 ADDENDUM MAY 08, 2018 DATE: JUNE 06, 2019 ARCH TECTURE EAST HAMPTON, NEW YORK 11937 2175 BAY SHORE ROAD, GREENPORT, NY 11944 PROGRESS PRINT JUL 12, 2017 PROGRESS PRINT SEP 08, 2017 MILLWORK REVIEW III DEC 06, 2017 ISSUED FOR SCALE: AS NOTED Tel: 917 328 3905 WINDOW& DOOR PRICING JUL 17, 2017 MILLWORK REVIEW SEP 12, 2017 STRUCTURAL REVIEW FEB 13, 2018 BUILDING PERMIT JUNE 06, 2019 REF NO: 194 STRUCTURAL REVIEW II JUL 26, 2017 WINDOW & DOOR PRICING III OCT 11, 2017 PROGRESS PRINT FEB 22, 2018 PROGRESS PRINT AUG 23, 2017 PROGRESS PRINT NOV 01, 2017 ISSUED FOR PRICING MAR 13, 2018 PROPERTY INFORMATION OWNERS: ROBERT RENGIFO AND SARA COLLINS 2175 BAY SHORE ROAD, GREENPORT, NY 11944N'1 CLEAN SAND SHOULDER S.C.T.M. NUMBER: 1000-53-04-14 AREA. TYPICAL EXISTING ASPHALT — ROAD SURFACE. I -'/_ice- ----�_ 18.-0n M BUT SUFFICIENT TO PEEP LOT AREA: =23,043 sq.ft. OR 0.529 ac.(TO TIE LINE) FLOW --_-__AxRiD C. SEDIMENT ON SITE = 12,865 sq.ft. OR 0.295 a(,-.(TO BULKHEAD) GI-RADE f7FT --, / HAY BAIL AND/0P GRADE LL m o SILT FENCING STRUCTURES ALLOWABLE SF PROPOSED SF 2,279 °�° oBUILDING COVERAGE AREA TO BULKHEAD (12,865 S.F. X(20%)=2573 S.F. S.F. o ° o O J°° o 2 EXTERIOR STAIRCASE 167 S.F. p CLEAN GRAVEL FILL a ) PERVIOUS DRIVEWAY 0 S.F. o o p o \ ( r O C FILTER CLOTH /- �`f �6" 2 li. O,::i,: 1," '""':'�� r:'?r•!";'-"`-^-•:'F'"" •--`'Z'.1",. Q r' / r _ WE^�.:an;^:';:.i::<";i�;•�' „�,;;.'w�":"•M,.s{it1 a"::„v �' 2'4n VERTICALSLOPETOTAL LOT COVERAGE 24 0 SOIL FACE 00 0O QNO NEW CLEARING PROPOSED Q ;:"..'.��i`.i,.5P'".:.•'y. +,.;y�,•�.'�•::�;,.;.. y,' .•:y:«y;...,.. _ wo� Q� s..";.Na^.�:•,;;ri,,i;41;�:x,�:`L'.,..'' .;.-J+•.^'` . ¢ ...� oN :-,.:,i�;s% ;r! _::�.:� 'i.,;>:•;�^+'� '' v,<-, �,�',;•r • ..• o �.ki:Y;it'�i'.' :',� i'w�ti�Y.t::;:p:'!`r'i f':":^.a:•.. .. _ u - PERSPECTIVE VIEWff BEDDING DETAIL G:' '=,fit: 4: ,;g. ;;.: ,,�;v:.<'•;h' 8"THICKPRECAST 5. 1 FRENCH DRAIN DETAIL CONCRETE TRAFFIC EXISTING GRASS �'r�`\ •";?:+..'" 8-THICK REINFORCED CONCRETE BEARING SUIB. Scale:NTS ANGLE FIRST STAKE TOWARD r ti•"::*"' ""�"*"'" 1`'�� r''•'' '. .•J•�^ � "� ,��tiN,;;_� TEST HOLE DATA BY ROY K. J "EISSIG PE TRAFFIC BEARING SLAB — \ SWALEAREA -- �^ 36' MINIMUM 2 x 2 ;' - u'DIAMETER GRASS SHOULDER PREVIOUSLY LAID BALE. --� `� � —� �^ 1 CAST IRON INLET \ �J^ FENCE POST -- .�' CONSTRUCTIONENTRANCEORAN.STATE NDATION OF.A11ROR.C.A.COMPACTED 2"ASPHALT ROAD SURFACE ON AREA. TYPICAL /� /� �. 3/4'STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. E 4"COMPACTED RCA BLEND. GRATE&FRAME '� CAST IRON INLET G f�i OCTOBER /�T/\�}ER 1'y�'I{"/ - / GRATE&FRAME -/ V/` �� N FILL T018'(MIn.)ABOVE EXISTING GRADE FOR DRAINAGE {{LL 1i llVv7ILFLFSSlIhr.IK1 L/.0 11 I! c TYPICAL \ GRADE / �� j• GRADES FLOW �C�._.� i`L /�/�1^•�� 1 — VIII � ! \ -� n WOVEN WIRE FENCE EXISTING GRADE = 7.61 — _ _ I-III =_11111 (6x6 - 10/10 WWF) PRECAST CONCRETE \ I= — III L r�,�-.: Z I I ., CHIMNEY _ = III—I Xi�-C� ._--__ 4�I III — PAN VIF W .: ::, .',... ... IIII � FILTER CLOTH �nl 1 t ry / CD .0 -0.5 TOPSOIL PTCe y�� � . �,,h: n o. I I==111 I ®®rte�� ® =111 I I �� � �'� ,.G -c-�•r� -- stq F VI.V'+�.11+ PALE BROWN q 11111= ��� - _ 18"TRAFFIC BEARING a ����I�III C!©�7 (<- }-- '� �A Ya:ov ©� DRAINAGE PIPE.TYPICAL I L1 C;N M M CLEAN9ANOd —BOUND HAY BALES Lj L ® n EMBED FILTER CLOTH GDF — o, -' GRAVEL � /` Ex15TINC GFADE SILTY SAND S ri PLACED ON CONTOUR MIN. 6" INTO GROUND R 0 a D —= >< .{� 8'DIAMETER x 8'DEEP �Z—�^�� /n"_ — _Z ____..----------- \111 In®®® d-�- t' PRECAST CONCRETE 10'DIAMETER x V DEEP p©® � LEACHING RING. PRECAST CONCRETE S CONSTRUCTION ENTRANCE-FOUNDAT ON OF COMPACTED ' , p e8 LEACHING RING. ® ''�� �,�J� A1' } 2 RE-BARS: STEEL PICKETS ORJ�� l0 NAY BAIL AfID �_P / 3/4'STONE BLEND OR N.Y.STATE D.O.T.APPROVED RCA. W y+,�.l��rry f! - 19 n ®®�/ °'"" al ®©� -- I It�� n n r r r' SILT FENCING / ' FILL T018"(Mn)ABOVE EXISTING GRADE FOR DRAINAGE. `+d WATER K 4.a —6.2 BROWN N SAND Y — ®®� H oa, = ® i 66/£6/9:31da 'STN :9-lVOS 6b611 AN'lHOdN33HE'dVOH 3H0HS AV9 9/2 3unlO3l HOHV 1I`d130 AVM3ARRI a3SOdMJd 3ON3aIS9H OJlJN3H SNMOO NJ SMOH3B i q anoiddd 9EZZYOiaPo:) 0/ 1N3W3DVNVLN H31t/MP�'HOIS 0 IVAOUddV IIt�III III IIIIIIIIIIIII�IIIIIIIIIIIIIIIIII 110S 318dN1tU4 3seoons Noo�i III—III—� —VI I I III=� I-111 1 43Hsmjo a3C3"0 N3dO =III=III=III=III=III=III=III III=III- I 0) SID �QOoOOoG OQDoI��OQO� o ' om,", !,zqM22- ,,2�2m 0 0 AD 2iOlb' Vd3S OWEIVd 1-11010 2:13111d 3NO1S'VId WWOZ-91, 3SVO 31V9M:IOSV 3NO1S'VIa WWOZ-06 13A"O`dad 3NId b6-b0-£5-0006#'W'1'O'S b1766 6 AN '1�:]OdN332i0 (IM1 MJOHS AVE) SLI,Z I i 36"W X 8" D GRADE `I UP BEAM UNDER FULL ( I 1 n+- n WIDTH OF STAIR BASE L SYMBOLS LEGEND _ _ _ _ _ - Ao5 ! "THRU FLOW" ! GRATE STAIR EXISTING 3 WOOD CAP OVER TOP TREADS: SEE A13 A05 I _ _ _ _ _ _ _ _ _- OF PARAPET WALL - - I NEW CONCRETE WOOD CAP FOUNDATION WALL 01 I 35'-9" _ _ _ _ _ _ _ _ _ _ _ _ _ � � 2 32.9,E OVER TOP OF — — — — — — — — — — — IN NEW INTERIOR/ I - M 18'-01" ` EXTERIOR WOOD5'-31" „ „ „ - - _ - - -31.._ 3'-01„ „ 2 9'-02' N PARAPET WALL FRAMED WALL 10 2 1 18141 11 �=6' - 2 2 1 3-1 R.O. 1'- ” R.O. ROOM I - - - - - - - - - - - C1 ] ROOM NUMBER 6_11 19'-1"2 - - - - - 9, 8,1 - 1, - - - - - I 2 31'-10" - 1. 2 DOOR NUMBER O I I _ - - _ _ - I - - -- T.O. FNDNWALL T.O. FNDN WALL T.O. FNDN WALL - - - - - - - - - - - - - WOOD CAP ROOF DRAIN& WOOD DECK OVER HEIGHT CHANGES / n\ HEIGHT CHANGES HEIGHT CHANGES OVER TOP OF DOWNSPOUT PITCHED ROOF 10 WINDOW NUMBER / \/ \ - - - - - - - - - - - - - ROOF DRAIN& PARAPET WALL BELOW MEMBRANE DOWNSPOUT - - - - - - - - - - - -_- - - - - - - � _ _� - _ - _ a � BELOW Nc.�<1 PARTITION TYPE C c - - / 001A - I - - - - - DOWNSPOUT -I —J __ --------_� _ SYMBOLS LEGEND EXISTING 3 3 A05 A05 NEW CONCRETE FOUNDATION WALL 1'-0" 4'-0" 22'-6" 10'-6" NEW INTERIOR/ EXTERIOR WOOD 2'-72" 19.2 3T-0" FRAMED WALL ROOM Jill, 51,. 1, ROOM NUMBER2 V-11" 2 8'-11" 52 4'-0" 22'-6" 10'-6" O DOOR NUMBER 42" HIGH S.S. WOOD CAP OVER CABLE RAILING: TOP OF PARAPET O WINDOW NUMBER SEE DETAILS WALL: SEE DETAILS 42" HIGH S.S. RAILING --mak ------ -------- _-________.SL_______--- ------ --- ---- ----- 1 PARTITION TYPE Y II II 42" HIGH S.S. _ o I LINE OF PERGOLA / II �N o 0 1 CABLE RAILING: STRUCTURE ABOVE I `" SEE DETAILS / I PERGOLA STRUCTURE: SEE All Lo 4 A000 2 ELEVATION KEY I I NOTE: TOP OF PERGOLA STRUCTURE OPEN TO SKY IPE DECKING II 3 ��`y — II - - - - - - - - - -,— - - - - - - - - - -01OVER PITCHED II �-N ROOF MEMBRANE II 1 — -- A000 SECTION KEY a i I (D TENSIONED S.S. CABLE TENSIONED SMOKE&CARBON SEE A11 MONOXIDE DETECTOR �N I / — \ --- -- `_° �— �� � -- 4 FLOOD VENT: SMART I A06 A06 77 VENT 1540-510 FP CHIMNEY __ ROOF Eo DECK Q I.1d zI GRAVEL BALLAST c� 1 5 OVER TPO ROOF b A07 A06 p DN II MEMBRANE . . M DN �_I �— --- I I II I II SCUPrER& N SC PPER& {I I I DOWNSPOUT DOWNSPOUT -- II 2X8 PERGOLA — — — — Eo SLATS N --- ROO ECK 0 --tt II � II M I O � II \ jj 2 6 — — — — A07 IF A06 _BUILT-IN CABINETS& I COUNTERTOP:SEE DETAILS II CO c L3 II A05 _ i I I I _ A05 A05 A05 e-IN I -m ------- ----_-- �N WOOD STAIRS OVER SINK_AND.OPEN SHELVING PITCHED ROOF 42"HIGH HALF WALL MEMBRANE: SEE Al2 SCUPPER& SCUPPER& 3 3 DOWNSPOUT DOWNSPOUT A06 KITCHEN`EXHAUST VENT BATH EXHAUST VENT . . 42 HIGH P.T. THROUGH ROOF: THROUGH ROOF:' /_. WOOD FRAMED BROAN#611 -8"ROOF CAP \ BROAN#61.1 -'8"ROOF CAP GATE w/CEDAR OR APPROVED EQUAL OR APPROVED EQUAL._ SLATS- INSTALL INC ; HARDWARE w/SELF CLOS �... VELUX WOOD CAP OVER �. ' SKYLIGHT TOP OF PARAPET SKYLIGHT WALL: SEE DETAILS : L NEW BY VE UX 19 19 N N N N '. 15 15 GRAVEL BAL LAS 2 OVER TPO ROO 2 F A06 MEMBRANE I WOOD CAP OVER A06 �'... / . .. WALL: SEE DETAILS GRAVEL BALLAST O F MEMBRANE OVER TPO ROOF 1 A06 A06 �-� - . SCUPPER& SCUPPER& DOWNSPOUT DOWNSPOUT BATH EXHAUST VENT D °' 1 N o o N Do �' E D ,q � � THROUGH ROOF: C 9C BROAN #611 -8"ROOF CAP �� 4 RAO V4 �. OR APPROVED EQUAL �� 1, 1„ ' f 01 3'-3„ 16-02 3'-3" , „ ��, o 220 OQ�' 0� N i n ROOF DECK PLAN '-0' 4'-0" 22'-6" 10'-6" 2 ROOF PLAN BERGDES, GN COLLINS RENGIFO RESIDENCE ROOF AND ROOF DECK PLANSP% 88 OLD STONE HIGHWAY 2175 BAY SHORE ROAD, GREENPORT, NY 11944 STRUCTURAL REVIEW JUN 13, 2017 WINDOW & DOOR PRICING II AUG 30, 2017 MILLWORK REVIEW II DEC 01, 2017 ADDENDUM Al MAY 08, 2018 DATE: JUNE 06, 2019 ARCH TECTURE EAST HAMPTON, NEW YORK 11937 PROGRESS PRINT JUL 12, 2017 PROGRESS PRINT SEP 08, 2017 MILLWORK REVIEW III DEC 06, 2017 ISSUED FOR SCALE: AS NOTED Tel: 917 328 3905 WINDOW & DOOR PRICING JUL 17, 2017 MILLWORK REVIEW SEP 12, 2017 STRUCTURAL REVIEW FEB 13, 2018 BUILDING PERMIT JUNE 06, 2019 REF NO: 194 STRUCTURAL REVIEW it JUL 26, 2017 WINDOW & DOOR PRICING III OCT 11, 2017 PROGRESS PRINT FEB 22, 2018 PROGRESS PRINT AUG 23, 2017 PROGRESS PRINT NOV 01, 2017 ISSUED FOR PRICING MAR 13, 2018 MECHANICAL SPECIFICATION MECHANICAL NOTES & LEGEND POWER LEGEND PROVIDE AND INSTALL FULLY OPERATIONAL AIR HANDLERS HOT WATER HEATERS SUPPLY AIR UP HEATING AND COOLING SYSTEM. TEST AND PROVIDE AND INSTALL NEW AIR PROVIDE AND INSTALL NEW HOT WATER HEATER S.A. UP a NEW RECESSED TELEPHONE JACK SWITCH BALANCE SYSTEM AFTER INSTALL. ALL DUCTWORK HANDLING UNITS, AND ALL AND ASSOCIATED, CONTROLS, WIRING, PLUMBING, 15"A.F.F. U.O.N. $ TO BE LINED WITH SOUND ATTENUATING WRAP ASSOCIATED CONTROLS AND PARTS. MANIFOLDS AND ASSOCIATED PARTS. ® NEW FLOOR SUPPLY- PROVIDE AND (2) BOSCH - MODEL TBD (1) BRADFORD WHITE RF-50-6 OR APPROVED F.S. INSTALL NEW FLOOR GRILL AT NEW NEW RECESSED CAT 6 DATA JACK 3 WAY SWITCH aD 15"A.F.F. U.O.N. COMPONENT SPECIFICATION: EQUAL LOCATION $3 CONDENSERS _ NEW RECESSED TELEPHONE JACK DIMMER SWITCH FURNACE EXISTING CONDENSER TO BE BATHROOM EXHAUST FANS AT WOOD FLOORING LOCATIONS- ® 52"A.F.F. U.O.N. EXISTING OIL FURNACE TO BE SAVED FROM SALVAGED DURING DEMOLITION - FAN TECH - MODEL FG SERIES- DUCTED TO OUTSIDE FLOOR GRILLS TO BE WOOD, FLUSH ° DEMOLITION, STORED AND REINSTALLED PROTECTED AND REINSTALLED WITH FINISH FLOOR- SPECIES TO - - NEW RECESSED CAT 6 DATA JACK JAMB SWITCH GRILLE AND REGISTER SPECIFICATIONS MATCH WOOD FLOOR FINISH _ 4D 52"A.F.F. U.O.N. J CEILING AND WALL GRILLS TO BE PTD LINEAR ALUM BAR GRILLS BY ARCHITECTURAL GRILLS OR EQUAL. AT TILE FLOORING LOCATIONS - FLOOR 120V RECESSED DEDICATED WALL OUTLET CEILING FAN CONTROL NEW GRILLS IN WOOD FLOOR- FLUSH WOOD GRILLS GRILLS TO BE FLUSH, BRUSHED COORDINATE WITH EQUIPMENT REQUIREMENTS 10 MATCHING FLOOR COLOR ALUMINUM BAR GRILLES BY GRILLS IN TILE FLOOR- BRUSHED ALUM LOUVER ARCHITECTURAL GRILLE OR APPROVED 120V RECESSED DUPLEX WALL OUTLET COMBINATION COAX, HDMI, CAT6 EQUAL _ MOUNTED @ 15"A.F.F. U.O.N. ry ETHERNET WALL OUTLET 1.CONTRACTOR TO MARK OUT ALL ELECTRICAL DEVICE AND SWITCH LOCATIONS FOR CLIENT APPROVAL BEFORE INSTALLATIgN 120V RECESSED DUPLEX WALL OUTLET CABLE BOX LOCATION-PROVIDE COAX ® MECHANICAL VENTILATION MOUNTED @ 42"A.F.F. U.O.N. BOX CONNECTION AS REQUIRED ---------------------------� I 120V RECESSED DUPLEX WALL OUTLET E.P. NEW 200 AMP SERVICE ELECTRICAL ----------------------------� MOUNTED @ 15"A.F.F. U.O.N. "! PANEL -----------------------------------------------II GFI --- 120V RECESSED DEDICATED DUPLEX WALL 337I OUTLET MOUNTED @ 42"A.F.F. U.O.N. PLUMBING LEGEND INSTALL DRAIN 54"A.F.F. DOWN VALVE FOR :. :: `\ �•°OQ- NEW 220V RECESSED DUPLEX WALL FROST FREE HOSE BIBB WITH LOCAL WINTERIZING HOSE -"•"•"•" •"- O UTLET MOUNTED @ 15"AFF, LION O jE INSIDE SHUTOFF&DRAIN VALVE :. BIBBS 0 � : --.--.- ORECESSED QUAD OUTLET PLUMBING WASTE LINE A.F.F. U"O.N.---------------------------- ---- MO NED@ 15 : : . . . . . p �--- I :: SA. UP � SA. 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I-----�- AI 11 — - - I ----------- CEILIN _---- ------ �:yl: : Lo-- UNDER CAB LED TAPE LIGHT TBD L ------\---- . . . . . . " I \ t[. - .. -- - . - . . .-:: - �� ----------- i� . rn STEPLIGHT-INT TBD .I• ddbd / LJ . . . . . . . . . . .... - . . . . ' \ / I S.S. `�� ��' /' r� STEPLIGHT-EXT WAC - WL-LED100-C-SS WIRE PARING -__.__ - ' LIGHTS TO PTD. GWB CEILING OO EXTERIOR INGROUND / INDECK UPLIGHT TBD SWITCH IN - - sD SMOKE DETECTOR/ FOYER CARBON MONOXIDE SENSOR-SURFACE TBD FAN TBD Q FAN CONTROL TBD FOUNDATION REFLECTED CEILING PLAN FIRST FLOOR REFLECTED CEILING PLAN SWITCH TBD ALL SWITCHES TO HAVE DIMMER G SCALE:1/4"=1'-0" ER FUNCTI SCALE:1/4"=1'-0" 3 WAY SWITCH TBD ALL SWITCHES TO HAVE DIMMER FUNCTIi $-0 3 WAY SWITCH (OUTDOOR WEATHER PROOF) TED $, 4 WAY SWITCH TBD ALL SWITCHES TO HAVE DIMMER FUNCTI JAMB SWITCH TBD SP CEILING SPEAKER TBD ® MECHANICAL VENTILATION TBD SEE MECHANICAL SPECS NOTE: CONTRACTOR TO MARK OUT ALL ELECTRICAL DEVICE AND SWITCH LOCATIONS FOR CLIENT APPROVAL BEFORE INSTALLATION, BERGDES GN COLLINS RENGIFO RESIDENCE - __ REFLECTED CEILING PLANS ARCHTECTURE88 OLD STONE HIGHWAY 2175 BAY SHORE ROAD, GREENPORT, NY 11944 STRUCTURAL REVIEW JUN 13, 2017 WINDOW & DOOR PRICING II AUG 30, 2017 MILLWORK REVIEW II DEC 01, 2017 ADDENDUM 10 MAY 08, 2018 DATE: JUNE 06 2019 EAST HAMPTON, NEW YORK 11937 PROGRESS PRINT JUL 12, 2017 PROGRESS PRINT SEP 08, 2017 MILLWORK REVIEW III DEC 06, 2017 ISSUED FOR ' Tel: 917 328 3905 WINDOW& DOOR PRICING JUL 17, 2017 MILLWORK REVIEW SEP 12, 2017 STRUCTURAL REVIEW FEB 13, 2018 BUILDING PERMIT JUNE 06, 2019 SCALE: AS NOTED STRUCTURAL REVIEW II JUL 26, 2017 WINDOW & DOOR PRICING III OCT 11, 2017 PROGRESS PRINT FEB 22, 2018 REF NO: 194 PROGRESS PRINT AUG 23, 2017 PROGRESS PRINT NOV 01, 2017 ISSUED FOR PRICING MAR 13, 2018 NOTE:TOP OF PERGOLA STRUCTURE NOTE:TOP OF 35'-0"ABOVE NATURAL GRADE -- - - - - --- - - ---- - --- - -- - - - -- - - - L__T".Q.PEBGQIA— _ —— — — — — — — — — — — -REG - — — — — — — — — — — — — — — — nPRN TO— — SKY B.M.+22'-5" " .. .. . B.M. 22-5 j:' : j.. [° . l' J; ..j:: j' I' ;I _ .. ... .. .. .. . . WOOD CLAD B.O.CEILING — — — — — — — — — — — — — — — . . PERGOLA N _ „ . .. .. , B.O.CEILING E.M.+20'11" — — — — — — ` STRUCTURE: \ B.M.+20'-11' — SEE DETAILS .. \ WOOD CLAD PERGOLA \ ` -OPEN TO ' OPEN TO' STRUCTURE: SEE DETAILS PTD STEEL CHIMNEY BEYOND FLUE AND CAP BEYOND -BEYOND PTD. S.S. CHIMNEY HIGH S.S. FLUE PIPE AND CAP 42 \ 42" HIGH S.S. CABLE RAILING CABLE RAILING SCUPPER& SKYLIGHT SCUPPER& DOWNSPOUT BEYOND DOWNSPOUT io ° ``' KITCHEN HOOD ROOF DECK — — — — ROOF DECK — — EXHAUST — — — — — — i B.M.+11'-11" B.M.+11'-11" B.O.CEILING — ® , B.O.CEILING — - - — B.M.+9'-3" _ — — — — — — B.M.+9 3" O O 09 \ 09 101A 100A SIDING:WOOD SHINGLES-SEE FINISH SCHEDULES \ \ / \ / IMPACT RATED IMPACT RATED / / \ / \ / WINDOWS&DOORS WINDOWS&DOORS (TYP) 42" HIGH S.S. / \ / \ / 42" HIGH S.S. CABLE CABLE RAILING / / \ / \ / RAILING STAIR w/THRU-FLOW 09 09 / 6 / 06 1 1 1 1 1 101 01 TREADS-SEE A13 FIRST FLOOR-ELEV.+18'-6" — — FIRST FLOOR-ELEV.+18'-6" B.M.0'-0" — — — B.M.0'-0" B.O.CEILING — — _ — — — — — — B.O.CEILING B.M.-2'-21/4" i B.M.-2'-21/4' SCUPPER AND i \ DOWN SPOUT i SHINGLE CLAD STAIR W/"FLOW THRU" DOOR TO TREADS AND WOOD ' ' ' STORAGE DOWN SPOUT RISERS-SEE A13 OPEN TO BEYOND BEYOND OPEN TO BEYOND GRADE:8'-0" CONDENSER UNIT ON CONCRETE PAD EXTERIOR SHOWER BEYOND SHINGLE CLAD DOOR TO EXTERIOR SHOWER-SEE A17 — — — — — — — — — — — — — — — — — — — — — — — _ _ _ — — — — — — — — — — — — — — — — — — — — LINE OF NATURAL GRADE — NORTH ELEVATIONEAST ELEVATION 1 SCALE: SCALE:1/4"=1'-0" - - - - - - -- - - - - - - - - - - - - - - -- - - - -- - 35'-0"ABOVE NATURAL GRADS- - -- - - - - - - --- _ _---- - - - - --- - --- - - - - - -- - - - - -- - ---- -- - - -- - - - - - - - - - - - - - - --- - - -- - ---- - - - - - - ---- - -- - - - - - --- - -- - - - -- - - - - - - - -- - --- - - -- - - -- - - - - - ---- - - -- - - --- - -- 35'-0"ABOVE NATURAL GRADE T.O.PERGOLA — PERGOLA - — — — — — _—� ... .. .. .. :.. ..h h '.h M1 h r,.. M1 .. h rt H -h.- ct .','rt ti M1' - n ...h h .. B.M.+22'-5, B.M.+22'-5" „ : ;I : A p PERGOLANOTE TO " „ .. , . .." NOTE:TOP OF PERGOLA B.O.CEILING — — — — — — j . .:.: — — — — — --OPEN TO STRIf�T� ILING — — — — — — STRUCTURE OPEN TO— — — — — — — — �� �C B.M.+20'-11" ` B.M.+20'-11" SKY 6�ia \ ` WOOD CLAD .. f off:r i ` 9 PERGOLA OPEN TOTO-- A STRUCTURE: OPEN 42 S.S. CABLE -BEYOND BEYOND e RAILING BEYOND SEE DETAILS 42" HIGH S.S. CABLE . ... CENTER MATCH _L RAILING � ' CEDAR CLAD 02 42 HIGH CEDAR PERGOLA CLAD GATE BEYOND O NF�N ................. SCUPPER& RAILSING BEYOND fD DOWNSPOUT BEYOND T 5/4"CEDAR CAP DOWNSPOUT m KYLIGHT CABLE AROUND PARAPET ROOFDECK _ _ — — — ROOF DECK — — — — — — — — B.M. �— SCUPPER AND L DOWNSPOUT SCUPPER& B.O.CEILING B.O.CEILING DOWNSPOUT B.M.+9'_3^ ----- B.M.+9'-3.. _ — 13 13 10 10 09 pg 13 IMPACT RATED WINDOWS& � � � � � �� DOORS IMPACT RATED WINDOWS &DOORS 42 HIGH S.S. CABLE \ / UPOTO ROOFS -- - RAILING _ \\\ /// IMPACT RATED WINDOWS&DO SEE Al2 _ �/ = ORS 0 09 = SIDING:WOOD _ SHINGLES: SEE L _ FINISH SCHEDULES OI FIRST FLOOR-ELEV.+18'-6" FIRST FLOOR-ELEV.+18'-6" B.M.O'-0" B.O.CEILING — — _ — — — — B.O.CEILING B.M.-Z-21/4" T B.M.-2'-21/4" — � ' \ SCUPPER& = WOOD SHINGLED \\ DOWNSPOUT / _- � STAIR STRINGER \\ / � -_ SIDING:WOOD \ / = HIGH S.S. CABLE I IL RA WOOD STAIRS OPEN SHINGLES-SEE OPEN TO RAILING UP TO 1ST FLOOR (BEYOND FINISH SCHEDULE BEYOND - H N LE IR1 1712 DOWNSPOUT A T IR n / \ / \ IJ i i11111 ill jill Ill 11 1 1Till 11111111 11111ill 1III_Lj _ _1 _ - -- - - - - - -- - - - - - -G —: RAD 8-G- - — — — LINE OF NATURAL GRADE -SOUTH ELEVATION 4 WEST ELEVATION SCALE:1/4"=1'-0" BERGDEE3 GN COLLINS RENGIFO RESIDENCE BUILDING ELEVATIONS 88 OLD STONE HIGHWAY NY 11944 STRUCTURAL REVIEW JUN 13, 2017 WINDOW & DOOR PRICING II AUG 30, 2017 MILLWORK REVIEW II DEC 01, 2017 ADDENDUM 10 MAY 08, 2018 DATE: JUNE 06, 2019 lag ARCHTECTURE EAST HAMPTON, NEW YORK 11937 2175 BAY SHORE ROAD, GREENPORT, PROGRESS PRINT JUL 12, 2017 PROGRESS PRINT SEP 08, 2017 MILLWORK REVIEW III DEC 06, 2017 ISSUED FOR SCALE: AS NOTED Tel: 917 328 3905 WINDOW& DOOR PRICING JUL 17, 2017 MILLWORK REVIEW SEP 12, 2017 STRUCTURAL REVIEW FEB 13, 2018 BUILDING PERMIT JUNE 06, 2019 REF NO: 194 STRUCTURAL REVIEW II JUL 26, 2017 WINDOW & DOOR PRICING III OCT 11, 2017 PROGRESS PRINT FEB 22, 2018 PROGRESS PRINT AUG 23, 2017 PROGRESS PRINT NOV 01, 2017 ISSUED FOR PRICING MAR 13, 2018 - - - - -- -- - -- - - ---- - -- - - -- - -- 35'-0"ABOVE NATURAL - --- - - - - - - -- - _ -- - - -- - - -- - - - -- - --- - - - -- --- - - -- --- - - - - - --- - - - - - - - � -- - - - - -- - - - - --- - - ---- - -.. _ - _ ' _--- - - -- - - - - -- - - - 35'-0"ABOVE NATURAL GRADE � •_ __ _ T.O.PERGOLA T.O.PERGOLA . ..'...:.'.'.'.'.'.'....''..:.''.. .':...'.'...'::.''.'::'.'.....:.'.'.'::.'.':. .. — — — — ^ .M.+22-5 — — + 2- .. . - ........... .... . . B.O.CEILING — — — — — — — — — B.O.CEILING — — — — - -- — — — B.M.+20'-11° — — — — — — — — — — B.M.+20'-11" \ - -OPEN TO- \ � \ � -OPEN TO- -BEYOND- -BEYOND- 42" O- � � / f -BEYOND- 42" HIGH WOOD I -BEYOND 42" HIGH WOOD FRAMED FRAMED GATE GATE \ 42"HIGH S.S. CABLE RAILING 42" HIGH RAILING .. SKYLIGHT SKYLIGHT . ROOF MEMBRANE OVER TAPERED 00 CONSTRUCTION: TYPICAL FLAT ROOF CONSTRUCTION: TYPICAL . .. ... BEYON I .. BEYON SINGLE PLY R INSULATION " ROOF MEMBRANE OVER TAPERED SU . ... 3/4" PLYWOOD SHEATHING SINGLE OIL ROOF DECK RS w/R-38 CLOSED CELL SPRAY - - ROOF RAFTS WOOD DECK 3/4 PLYWOOD OD SHEAT IN - -- - - - -38 CLOSED CELL SPRAY - ,ri/ FOAM INSULATION + ' „ _ „r / / ,. B.M. 11-11 - --_ r..,-.. . - -- -- � �� , .. �� .. :.. ..�„:.. y�T....._,;'-";,:, :>,;� ,� /� ;. � ,� .,,, . ... ,,.., ROOF RAFTERS w/R B.M. 11 11 � iii, `".� '; - ,. ,;� �,T - .__ .... FOAM INSULATION 2 X 12 s @ 16 O.C. 5/8 GWB INTERIOR FINISH 2 X 12's @ 16"O.C. 2 X 12's @ 16"O.C. 5/8"GWB INTERIOR FINISH B.O.CEILING - --- _ TYPICAL WALL CONSTRUCTION: I B.O.CEILING - - - - TYPICAL WALL CONSTRUCTION: -- - = _ WOOD SHINGLES OVER 30LB BUILDING FELT B.M.+9'-3" 3/4" PLYWOOD SHEATHING B.M.+9'-3" WOOD SHINGLES OVER 30LB BUILDING FELT `— DROPPED HEADER FLUSH BEA PER 2X6 MINIMUM FRAMED EXTERIOR WALLS w/ \ 3/4" PLYWOOD SHEATHING PER S-DWGS S-DWGS ZPTD. GWB R-19 INSULATION \ 2X6 MINIMUM FRAMED EXTERIOR WALLS w/ PTD. GWB R-1,9 INSULATION 5/8" GWB ON INTERIOR \ 5/8 GWB ON INTERIOR WOOD STAIRS \ OFFICE BATH BEDROOM I UP TO ROOF OFFICE CL CL \ BEDROOM DECK-SEE Al2 - 113 110 109 w -- 113 114 111 109 —_ TYPICAL FLOOR CONSTRUCTION: Z / TYPICAL FLOOR CONSTRUCTION: 3/4"T&G FLOORING OVER 3/4"PLYWOOD SHEATHING °j 42" HIGH S.S. z 2X10 FLOOR FRAMING OVER DROPPED GIRDERS CABLE RAILING / 3/4"T&G FLOORING OVER 3/4"PLYWOOD SHEATHING ZPTD. GWB R-38 FIBERGLASS BATT INSULATION ZPTD. GWB / 2X10 FLOOR FRAMING OVER DROPPED GIRDERS w R-38 FIBERGLASS BATT INSULATION Q: 2X4 FRAMING BETWEEN GIRDERS I� / w OIL FIRST FLOOR-ELEV.+18'-6" 3/4"#2 CEDAR T&G — — ao — / 2X4 FRAMING BETWEEN GIRDERS I a. FIRST FLOOR-ELEV.+18'-6" 3/4"#2 CEDAR T&G 0 B.M.O'-o" — -- - -,- —, -, - - - - „- - X �G PER MECHANICAL 2 k 10's @ 1�"O.G. DUCT PER B.M.o'-o" ------- --- --_ - - -- - — — — — X X 2X10s 16"O.C. i --- ---- - --------------------------------------------------- --- ------ MECHANICAL --- ----------------------------------------------------------------- .- � r. - I �----------- DWGS --------- ----------------------------------------------------------------- ----- ------ --- -- ------------------------------------ -------------- - ----- OIL B.O.CEILING l / ------ - � ;. B.O.CEILING '" B.M.-2'-21/4" B.M.-2'-2 1/4" — — — \ — - — — — — BEAM PER TYPICAL FOUNDATION WALL CONSTRUCTION: I BEAM PER 07 TYPICAL FOUNDATION WALL CONSTRUCTION: S-DWGS 10" POURED CONCRETE WALL/GRADE BEAM WOOD STAIRS UP TO S-DWGS _" 1ST FLOOR:SEE Al2 10 POURED CONCRETE WALL/GRADE BEAM DUCT PER DOWELED TO 24"X 24"X 17"CONCRETE PILE CAP DUCT PER DOWELED TO 24"X 24"X 17"CONCRETE PILE CAP --- MECHANTC�L DWGS w 3#5 REBARS EA.WAY OVER HELICAL PILES P.T. STAIR FRAMING MECHANICAL DWGS w 3#5 KEBABS EA.WAY OVER HELICAL PILES STAIR-SEE Al2 - \ OPEN / -OBEYOND MECHANICAL 7'-0" HIGH SHINGLE OPEN TO --- CLAD DOOR-SEE A17 i BEYOND STORAGE i 005 i L i SAB ON R.C. R.C. SLAB O � N P.T. FRAMED WOOD GRADE P.T. FRAMED WOOD GRADE SHINGLED SKIRT PI SHINGLED SKIRT AROUND STAIR ' _ AROUND STAIR RADE:$'-0'\�j���\\j\/\/\/\/\/\\/\/\/\/ 4. /\/\/\/\/\ . .. ° .. /\/\/ / I /L rGRADE:8'-0" /r/� / / T / / / / / / / / / / / / / . / / / / / \ F NATURAL G E \ \ \ \' \ \ \ \ \ \ \ \✓\✓\✓\✓\ .t . �/\��/\/����� \ '• \/\/\/\ \ LINE OF NATURAL GRA E / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / �\ LI O r \ \ \ \ \ \ \ \ \ \ \ \ \ \ NY, \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \r \ \ \ \\ NX \ \ \\ \\ \\ \\ \\ \\ \\\/\\ \\ \ \\ \\ \\ \\ \ \ \GRADE. 6-8 ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ / ✓ / / / / / / / / / / / / / / / / ✓/ ✓/ // ✓ / / / / / / / / / / / / / / / / / / GRA // / / // // // // // // // // // // // / / // // // // // r� / // // // // // // // / // // // // // // // // // // // // // \ \ \ \ \ \ \ \ \ \ \ \ \✓\✓\ ✓\✓\✓\✓\✓\✓\✓\✓\✓\✓\✓\✓\✓\✓\/\� /\/ / / / / / / / / / / / / / / / ✓/ ✓/ ✓/ // ✓ /i /i /i /i /i /i /i�/ /i /i / / / / / / � / / / / / / / /i /i / / / / / r / / / r / r / / / r / /\i / / /\i\i\i / / \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \� \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \\ �\\ \\ \ \ \\ \\ \\ \ \ \\ \\ \\ \\ \\ \, \✓\ \\ \\ \\ \\ \\ \\ \\ \ \ \\ \\ \\ \ \\ \\ \\ \ \ \ \\ \\ ✓ / ✓ ✓ ✓ ✓ / ✓ ✓ ✓ / / ✓ ✓ ✓ / ✓\i\i\i\i\i\i\i\i\i\i\i\/\/\\y\/\/\ \ \ \/\/\/\ \ \ \ \ \ /\ \ \ \ \ \ \ \ \ \ \ \\ \\ \ \ \ \\ \\ \ \ \ \ \ \ \ \/\ \ \ \/\ \ \/\/\/\ \ /i ✓i ✓/ ✓/ ✓i ✓i /i ✓i ✓/ ✓i /i ✓i ✓i // // ✓/ ✓ ✓ / / ✓ ✓ ✓ ✓ / ✓ ✓ / ✓ ✓ ✓ ✓ ✓ / /i /i /i / / / ✓� ✓ /i /i /i �/ /i /i ✓i /i /i /i /i \L✓_ / \i / / /i /i / ✓� - /i /i / ✓i /i /i / y� ✓i /i / / / ✓i /i / / / / ✓i /i . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ \✓\✓\✓\✓\✓\✓\✓\r\i\i\i\r\i\i\�i / r / / / r / / / ✓ /i /i /i /i /i /i '/ /i ✓i ✓i ✓i / ✓i / / /i /i ✓i / / / ✓i ✓i /i / / / ✓i / / \\ \\ \\ \\ \\ \ \ \\ \\ \\ \\ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \ • \ \X// \ \\ \\ \\ \\ \\ \\ \\ \\ \� \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ ✓ /i /i ✓i /i ✓i /i /i /i /i ✓i /i /i /i ✓i /i ✓i ✓i /i ✓i ✓i /i ✓i ✓i\✓i\✓i\✓i�✓`✓\✓\✓\✓\✓\✓\✓\✓\✓�✓\✓\✓\� \✓\✓\✓\✓\✓\✓\r\r\rel SCALE:1/4"=1'-0" SCALE:1/4"—1'-0" - - -- - - - -- - - - - - - -- - -- - - --- - - - -- --- - - - - - - --- ---- --- - --- - --- - --- - -- - - -- - - -- - __ -___ B.M. 225 - - - - - - - --- - _ - - - -- - - -- - -- - - - --- - - - -- -0 ABOVE NATURALGRADE- - - - -_ - - - - _ - - -- 1T PERU�OLA T.O.PERGOLA — -- — — — — 35'-0"ABOVE NATURAL GRADE— — — — — _ _ RC'S; — — —- B.O.CEILING � V� e B.M. 22-5" . .. ....... . . B.M.+20--11" A;<z. F Lj p . .. ..... ... ... .... ... .. ..... .. ... t, B.O.CEILING — — .................. — — — — — — / BEAM PER - BEAM PER } --1 B.M.+20'-11^ - -- - - - S-DWGS S-DWGS 1 ROOF DECK „ ` - BEAM PER S-DWGS 2 0 \ PERGOLA JOISTS -OPEN TO- -BEYOND- 42" HIGH WOOD FRAMED I WOOD DECK OVER PITCHED OPEN TO HEADER PER S-DWGS - GATE ROOF MEMBRANE �BEYOND� 42"HIGH S.S.CABLE RAILING 42" HIGH S.S. CABLE RAILING 42" HIGH S.S. CABLE TYPICAL FLAT ROOF CONSTRUCTION: -- -- RAILING SINGLE PLY ROOF MEMBRANE OVER TAPERED - I -... ... TYPICAL FLAT F CONSTRUCTION: INSULATION SCUPPER& DOWNSPOUT - :::.:.:.;:....:.:. :.:..::::.:... .::::.:....... :: .:.:;:: ::... ::: .:::.::::.... :. ...::::'.::...::.:::.:..::: ::::' ROOFSINGLE PLY MEMBRANE OVER TAPERED 3/4" PLYWOOD SHEATHING INSULATION ROOF DECK — — -38 CLOSED CELL SPRAY 3/4"PL -- r YWOOD SHEATHING + � ,./ -- FOAM INSULATION R ... .,. _ ..... r..W...1'�rr..l L,,. o..rr-.:�.-. -/�ilr i '� r d i ............... .i ,...c..�i?I,LLW:..:��L,,- "'�ds3�'�.Gs/l�/.,;.",.:.".Lr;�:-:�.:...,.,. U..::r'. .-..>a_ -a. _ .. ojL ROOF DECK - -- ROOF RAFTERS w/R-38 CLOSED CELL SPRAY6"O 12's 5/8"GW FINISH LTi%T %, m, i >'% 2'X 12's u uif "----ar / .-� FOAM INSULATION @ 2 X 16" C. - B INTERIOR 2 X 12's @ 16"O.C. 2 X 12's @ 16"O.C. 5/8"GWB INTERIOR FINISH BEAM PER S-DWGS B.O.CEILING — — _ - B.M.+9'-3" — — — - - - - - I TYPICAL WALL CONSTRUCTION: B.O.CEILING HEADER PER -� - B AM PER WOOD SHINGLES OVER LB ILD B.M.+g'-3" ___ = S-DWGS O E 30 BUILDING FELT EXTERIOR SIDING: - \ / IMPACT RATED WINDOWS&DOORS(TYP.) DROPPED FLITCH Si WGS 3/4"PLYWOOD SHEATHING \ / BEAM PER S-DWGS DINING ROO DIAGONAL VING ROO 2X6 MINIMUM FRAMED EXTERIOR WALLS w/ WOOD SHINGLES-SEE - \ / ZPTD. GWB TYPICAL WALL CONSTRUCTION: IMPACT RATED WINDOWS& 100 BEAM PER 1 1 R-19 INSULATION • FINISH SCHEDULE � WOOD STAIRS UP TO - \ / WOOD SHINGLES OVER 30LB BUILDING FELT DOORS (TYP.) S- WGS 5/8"GWB ON INTERIOR ROOF DECK-SEE Al2 \ / 3/4" PLYWOOD SHEATHING I WOOD DECK OVER PITCHED OPT TO FOYER CL BEDROOM 2X6 MINIMUM FRAMED EXTERIOR WALLS wi DUCT PER MECHANICAL w WOOD DECK OVER PITCHED - BEYOND 104 107 106 R-19 INSULATION ROOF MEMBRANE - Z 5/8"GWB ON INTERIOR z 42" HIGH S.S.CABLE ROOF MEMBRANE / \ � 3/4"TYPICAL FLOORING OVER 3/4"PLYWOOD SHEATHING � TYPICAL FLOOR CONSTRUCTION: RAILING 42" HIGH S.S. CABLE - _ / \ DUCT PER 2X10 FLOOR FRAMING OVER DROPPED GIRDERS 3/4"T&G FLOORING OVER 3/4" PLYWOOD SHEATHING 0 RAILING / \ MECHANICAL I w k FIRST FLOOR-ELEV.+18'-6" - R-38 FIBERGLASS BATT INSULATION 2X10 FLOOR FRAMING OVER DROPPED GIRDERS a - - -- - - DWGS - - - - - -- - ;- - -- - - - 2X4 FRAMING BfTWEERtGtRDERS / \ O B.M.o'-o° 2 10's 16 O.C. OIL FIRST FLOOR-ELEV.+18'-6" R-38 FIBERGLASS BATT INSULATION " X 3/4"#2 CEDAR T&G -- - -- - - - ---- X4 FRAU NG-BETWEEN GIRD€RS ---------------- ------ 11- _------------ - -- -- -- --- - ----------------- B.M.0'-0" /._. ._ .; e - -- x - -- ----- X 3/4"#2 CEDAR T&G �, ----------------------- --------------------------- -------------------------------- -� RO PED GI D RS BEYOND ' - 2 X 10's 16"O C. - - "I B.O.CEILING B.O.CEILING DROPPED GIRDERS BEYOND B.M..2'-21/4' i -- -- - r JOISTS DROPPED AT / \ ® TYPICAL FOUNDATION WALL CONSTRUCTION: B.M.-2'-2 1/4" I EXTERIOR DECKS TO / \ \ I 10" POURED CONCRETE WALL/GRADE BEAM BEAM PER S-DWGS TYPICAL FOUNDATION WALL CONSTRUCTION: ' / JOISTS DROPPED AT - � � � � ACCOMODATE SLOPED 9-0 HIGH � � � � � � i.;,. •: �� DOWELED TO 24"X 24"X 17"CONCRETE PILE CAP ' 10" POURED CONCRETE WALL/GRADE BEAM / \ EXTERIOR DECKS TO \ ROOF MEMBRANE BELOW SHINGLE CLAD w 3#5 RE BARS EA.WAY OVER HELICAL PILES ACCOMODATE SLOPED DUCT PER / \ DOWELED TO 24 X 24 X 17 CONCRETE PILE CAP / \ DOORS-SEE MECHANtCAL DWGS w 3#5 REBARS EA. WAY OVER HELICAL PILES STO GE A17 `OPEN l O STORAGE ROOF MEMBRANE BELOW %' \ R.C.FOUNDATION BEYOND 003 STORAGE OPEN MECH SET ON HELICAL PILES \ 00:11 / �, i 7'-0 HIGH SHINGLE \ / G 002 BEYO DF-0-0-4-1i CLAD DOOR-SEE A17 I RAT SLAB / '. RAT SLAB 7'-0" HIGH SHINGLE CLAD - DOOR / R.C. SLAB ON / RAT SLAB - GRADE / // // // // '// // // „/ // // // // // // // / / / / .': GRADE: B'-0 ' � r r \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ > \ \ \ \ \ \ \ GRADE. 8 0 \ \ \ \ \ \ \ \ \ \ \ \ „ \ \ \ \ \ \ \ \ \ \ \ I r 7/(/� ////�✓f f /\` / / /�/ / // // �/ ` //`�/ ,LINE OF NATURAL GRADE /7 /�/\7�T /y//y'7 ✓,� ✓/ ✓� ✓/ ✓ �/ / / '� / / / / 7 � ✓��LINE OF NATURAL GRADE �,�✓�/�✓ ✓/�✓/ ��✓/ ' � ✓�/ / 7� \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \ \\ \\ \ \ \ \ \\ \\ \\ \ N\// \ \\ \\ \\ \ X\' \ .. • \ \ \ \ \ \ \ \ \ \ \ \\ \i\\�\ `\ ., \ \ \ �� , \ "' �� \ � ��r \ \ \r \ \ \ \ r\\ \r \ \ ,/ / / / / / / / / /\/ / / - -\/\/\/ / / /\/\ \/ / / /\/\/\� \/\/\/\/\/\/\/\/ /\/\/\/\ \ \ \ \ \ GRADE:5-10 / / / / / / / / // / / / / / / / / / / / / / / / / / / / / . . / / / / / / / / / / / / / / / \/\/\/\ \/\/\/\/\/\/\✓\/\/\/\/�\ \�\/\/\/\/\/\/\/\/\/\/\/\/\/\/ \�/ ✓/ // /N\/✓ / // ✓ ✓/ , ✓ ✓ ✓ ✓/ ✓ / / / / / / / / / / / / / / / / / / / / / ✓ // ✓ ✓/ // ✓/ ✓/ ✓/ // ✓ / // / RA \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \� \\ \\ \\ \\ \ \ \ \ \ \ \ \ \✓\ \�\✓\ ✓\✓\ \✓\✓\ ✓\✓\✓\✓\✓\✓\✓\✓\✓\✓\✓\✓\✓\✓\✓\ \✓\✓\✓\✓\✓\✓\ \ \ \ \\\ \ \ \✓\✓\ \ G DE° 5 11 \/\ \/\/\/\/\ \// \ �\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �\ \ \ \ \\ \ \ \ \ / / / \ \ \ \ \ \ \ \ \\ \ \ \ \ \� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ il\\ \ \✓\✓\/ ✓ / / / / / ✓ ✓ / ✓ ✓ / / / / / / ✓� / / / / ✓ / / / / / / / / / / / / / / / ✓ // x / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \/\/\/\/\/\/\/\/\�\/�\r�\/�\/\/\/\/ /\ \/ / / / / / / / /, / /\/\/ / /\ \/\/\/\/\/\/\/ /\✓�\✓\B YON r\✓\✓\✓\✓\✓\✓\✓\✓\✓ /\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \\ �` `�\ \ \ \ \ \ \ \\ `� \ Q \ \ \ \ \ \ \ \ \ ✓/ ✓/ ✓/ ✓/ ✓/ ✓/ ✓/ ✓/ ✓/ ✓/ ✓/ ✓/ ✓/ ✓/ ✓/ ✓/ ✓/ ✓/ ✓j ✓/ ✓/ ✓/ ✓/ ✓/ ✓/ ✓/ ✓/ ✓j ✓j ✓j ✓j ✓j �j ✓ ✓ ✓ ✓ ✓ ✓ / /\ \�H � AI,�I \/\/\/\/\/\/\/\/\ \✓\✓\✓ \✓ \✓\✓\��y\✓\✓\✓\✓\✓\w�,\j\/\✓\✓\✓\✓\✓\✓\✓\✓\✓\✓\✓\✓\✓\�'��\/\/\/\✓\✓\✓\✓\✓ � I A P� r\✓\✓\✓\✓\✓\✓\✓\✓� ���1\�- ��L\�\�,���; �\�\\�L�, ,�\ rte\.��1\�,\ ,���\�\�,�\ ,�� ,�\�\�\��L�\, ,�\ �\���,�\�,\ ,��..L\�\�r����\.�\\�\ �- SCALE:1/4"=1'-0" �1 BUILDING SECTION `+ SCALE:1/4"=1'-0" BERGDES GN COLLINS RENGIFO RESIDENCE (BUILDING SECTIONS ARCH TECTURE 88 OLD STONE HIGHWAY 2175 BAY SHORE ROAD GREENPORT NY 11944 STRUCTURAL REVIEW JUN 13, 2017 WINDOW & DOOR PRICING II AUG 30, 2017 MILLWORK REVIEW II DEC 01, 2017 ADDENDUM 10 MAY 08, 2018 DATE: JUNE 06, 2019 EAST HAMPTON, NEW YORK 11937 ' ' PROGRESS PRINT JUL 12, 2017 PROGRESS PRINT SEP 08, 2017 MILLWORK REVIEW III DEC 06, 2017 ISSUED FOR SCALE: AS NOTED Tel: 917 328 3905 WINDOW& DOCR PRICING JUL 17, 2017 MILLWORK REVIEW SEP 12, 2017 STRUCTURAL REVIEW FEB 13, 2018 BUILDING PERMIT JUNE 06, 2019 REF NO: 194 STRUCTURAL REVIEW II JUL 26, 2017 WINDOW & DOOR PRICING III OCT 11, 2017 PROGRESS PRINT FEB 22, 2018 PROGRESS PRINT AUG 23, 2017 PROGRESS PRINT NOV 01, 2017 ISSUED FOR PRICING MAR 13, 2018 ---- - - 35'-0"ABOVE NATURAL GRADE - -- - -- -- _-- _ - - - - - -- 35'-0"ABOVE NATURAL GRADE --- - - - --- - -- - - - PERGOLA JOISTS - - _ 1- - - - --- - - - - -- - - --- - --- - - - - - - - - - - - _ _ _ _ _ ___ _ _ _ _ _ - _ PERGOLA _ _ _ - PERGOLA JOISTS - - - - - - B.M.+22'-5" - - - - BEAM PER - - - - - - - - - B M 22 5 BEA - - - - - _ .PERGOLA _ _ _ _ S-D RAW I N GS ------ B.O.CEILING - _ S-DRAWINGS -- BEAM PER BEAM PER * " S DRAWINGS - - B.O.CEILING — — — .. B.M.+20'-11" B.M.+20'-11" — — — — — — — — — — — — � DRAWINGS - - 2 ` — TYPICAL FLAT ROOF CONSTRUCTION: -OPEN TO- ' BEAM PER SINGLE PLY ROOF MEMBRANE OVER TAPERED \ ` OPEN TO- BEAM PER BEYOND- S-DRAWINGS INSULATION BEYOND S-DRAWINGS 3/4"PLYWOOD SHEATHING WOOD DECK OVER FRAMED \ PTD FACTORY UL ROOF DECK ROOF RAFTERS w/R-38 CLOSED CELL SPRAY WOOD GATE RATED CHIMNEY CAP ` PITCHED ROOF ROOF DECK AND EXPOSED FLUE 200 FOAM INSULATION MEMBRANE F200 BEAM PER 5/8"GWB INTERIOR FINISH S-DWGS TYPICAL FLAT ROOF CONSTRUCTION: cO `D 42" HIGH S.S. SINGLE PLY ROOF MEMBRANE OVER TAPERED "' CABLE RAILING M - - - ----- --- INSULATION ROOF DECK 3/4 PLYWOOD SHEATHING ROOF DECK ROOF RAFTER B.M.+11'-11" _ _ - - 38 CLOSED CELL SPRAY ___ / a Sw/R -.Z', , �:.zi,,: �' B M.+11 n __ _4T✓ __W_� , .9 �� ,/err_ __4._ �;.., ,.:•.. ,., � AM INSULATION 2X�2 s�a` 16 �.C. �� DROPPED FLITCH BEAM I -�--� 2XT2's t 16"b.C. �I 5/8"GWB INTERIOR FINISH PER S-DWGS 1J TYPICAL WALL CONSTRUCTION: B.O.CEILING - _ _ _ _ B.O.CEILING WOOD SHINGLES OVER 30LB BUILDING FELT B.M.+9'-Y 7TTFLUSH BEAM FLUSH BEAM \ / TYPICAL WALL CONSTRUCTION: B.M.*9'-3" - - 3/4" PLYWOOD SHEATHING IMPACT RATED PER S-DWGS PER S-DWGS \ / WOOD SHINGLES OVER 30LB BUILDING FELT HEADER PER BEAM PER \ / 2X6 MINIMUM FRAMED EXTERIOR WALLS w/ WINDOWS&DOORS DIAGONAL \ / PTD. 3/4"PLYWOOD SHEATHING S-DWGS S-D GS \ / R-19 INSULATION FLUSH BEAM \ / GWg 2X6 MINIMUM FRAMED EXTERIOR WALLS w/ \ / PTD. 5/8"GWB ON INTERIOR PER S-DWGS \ / R-19 INSULATION \\ // GWB ih 42" HIGH S.S. 5/8"GWB ON INTERIOR IMPACT RATED CABLE RAILING U.L. LISTED FACTORY BUILT OPT TO WINDOWS&DOORS WOOD BURNING LIVING ROOM BEYOND DINING ROOM TYPICAL FLOOR CONSTRUCTION: OPEN D FIREPLACE (TYP.) 101 / \ 100 3/4"T&G FLOORING OVER 3/4" PLYWOOD SHEATHI� KITCHEN BEYOND STORAGE SLOPED 102 � / \ 103 .� / \ 2X10 FLOOR FRAMING OVER DROPPED GIRDERS WATERPROOF 7 101, / \ R-38 FIBERGLASS BATT INSULATION °®® ®®° / \ MEMBRANE 2X4 FRAMING BETWEEN GIRDERS / \ ;¢ BENEATH STAIR / \ `o 3/4"#2 CEDAR T&GOIL FIRST FLOOR-ELEV.+18'-6" / \ FLOOR- � �. / \ �" S F O - -- E — — — — FIRST ELEV.+18-6 B.M.o'-o.. a 2 X 10'5 16"O.C. --- - - WOOD DECK OVER B.M.0'-0" --_ _ _— � - - - - -- - - -- - - - - PITCHED ROOF MEMBRANE 2 X 10 s 16 .C. WOOD SOFFIT BENEATH B.O.CEILING DROPPED DECK DROPPED GIRDERS BEYOND STAIR: SEE FINISH SCHEDULE 09L - - B.O.CEILING A A R R A R A A R B.M.-2'-2 1/4" SHINGLE \ ':P — — — JO7$7� B.M.-2'-21/4' — — - - — — — — i CLAD DOOR SIDING:WOOD � DOWNSPOUT -SEE A17 ® TYPICAL FOUNDATION WALL CONSTRUCTION: SHINGLES- SEE STORAGE STORAGE 10" POURED CONCRETE WALL/GRADE BEAM FINISH SCHEDULES / \ TYPICAL FLOOR CONSTRUCTION: 003 001 DOWELED TO 24"X 24"X 17"CONCRETE PILE CAP / 'OPEN TO' 3/4 T&G FLOORING OVER 3/4 PLYWOOD SHEATHIN O�EN TO' I ,:� � w 3#5 REBARS EA.WAY OVER HELICAL PILES 2X10 FLOOR FRAMING OVER DROPPED GIRDERS BEYOND- ,- 7'-0"HIGH BEYOND- / \ SHINGLE CLAD R-38 FIBERGLASS BATT INSULATION RAT SLAB i ' ` RAT SLAB DOOR-SEE A17 2X4 FRAMING BETWEEN GIRDERS ` 3/4"#2 CEDAR T&G FLOOD VENT FLOOD VENT \ \ \ \ \ \ \\ \\ \\ SLI ESO NA URAL\ \ \ \GRADE:8'-0"\ \/\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ �/� � /\ rr\� \r/��\� � / 6F��/ / / / / RADE / / / / r / / / / / / r / r / r / / \ \ \ \ \ \ \ \ \ \ \ F .N `f 4 ! \ / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \/\ \/\/\/ / rr / / / / rr / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ � \ �� \ \ . . \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \\�\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \/ \/\/\/\/\/\/\r\/\r\/\/\/\/ /\ \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \/\/\/\ \ \ \ \ \\ \ \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \`� �\ \\ \\ \ � \ \ \ \ \ \ \ \ \ \ \ \ \ \ / /i /r // // // // // // // / / / / / /\i\i\i\i\i\i\i\r\r\r\r\r\r\i\ \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ ,/ // // // // , // // // / / / / / / / / / / / / r / / / r / / / / / r / /\i\✓ / /\i\i/\i/�i\i\i\i\i\i\i\i\i\ r / / / / / / / / / /i /i /i /i /i / / / / / / / / / / / / / / / / / /i /i /i /i /i /i / / / / r \i\i\i\i\�\ /i /iri /i /r� / /i / / /yr / / / / /y / / / / / / / r / \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \/\/\/\/\/\/\/\/\/\/\/\ rr / ri /i /X\\,//\, /irr /iri /i /i / / / / / / / / \ \\ \\ \\ \\ \\ \ /\/ \/\/\/ \ \ \ \ \ \ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \\ \ \\ \ \ \ \ \ \ / rr / r / \/\/\ r\/\/\/\/\ \ \ \ \ \ \ \ \\ \ \\ \\ \\ \\ \ \ \ \ \ \ \ II II II �� 4 I' BUILDING SECTION 3 I BUILDING SECTION G SCALE:1/4"=1'-0" PTD STEEL CHIMNEY FLUE AND CAP BEYOND All— WOOD DECK OVER GRAVEL BALLAST OVER PITCHED ROOF MEMBRANE PITCHED ROOF MEMBRANE co 42" HIGH S.S. TYPICAL FLAT ROOF CONSTRUCTION: CABLE RAILING SINGLE PLY ROOF MEMBRANE OVER TAPERED ROOF DECK - - - - INSULATION B.M.+11'-11" ��. .,.,-;=r/vi"7 .. - - — . rr/,,,u.,,?!..__._ _.... lr�..,(Gz._ G�._e ,./,,,. di G.r.�.....t,.,....,... ,,. �./d 6/�;i/' ';:v"iarOi,,,Oi/. ,a'. r.,d,y }, r., „'//,',a/ :/.,,,,;• ,/„ - r.'. 2X12's @ 16"O.C. 2X12's @ 16"O.C. 2X1 s @ 6"O.C. �-a-� ROOF RAFTERS w/R-38 CLOSED CELL SPRAY u u u FOAM INSULATION B.O.jok FILING _ _ _ _ - 5/8"GWB INTERIOR FINISH B.M.+9'-3" DROPPED BEAM PER S-DWGS / FLUSH BEAM \\ � � / / IMPACT RATED / PER S-DWGS IMPACT RATED DOORS&WINDOWS (TYP.) WINDOWS AND DOORS WOOD DECK OVER PITCHED \ / \KAT F.N� \ BEDROOM \ BEDROOM TYPICAL FLOOR CONSTRUCTION: ROOF MEMBRANE \\ / R 3/4"T&G FLOORING OVER 3/4"PLYWOOD SHEATHING _ 2X10 FLOOR FRAMING OVER DROPPED GIRDERS U.L. LISTED LIVING ROOM -- - R-38 FIBERGLASS BATT INSULATION 42"HIGH S.S,CABLE FACTORY BUILT 101 2X4 FRAMING BETWEEN GIRDERS CRAILING WOOD BURNING 3/4"#2 CEDAR T&G FIREPLACE Ak FIRST FLOOR-ELEV +18'-6" B.M.o'-0" -.-- - -- ---- -- -- - - - - - - .; 2X10's @ 16"O.C. j 2X1 O's X X Ak B.O.CEILING _ _ _ B.M.-2'-2 1/4" — — — — _o DUCT PER DUCT PER DROPPED DUCT PER DUCT PER ��D q co u MECH DWGS MECH DWGS \ / GIRDERS PER MECH DWGS MECH DWGS �� Rc w d R, \ / MECH ® TYPICAL FOUNDATION WALL CONSTRUCTION: 5 AOU y Lu �� P DROPPED GIRDERS RDERS \. / i � � ',,'1 PER S-DWGS 10 POURED CONCRETE WALL/GRADE BEAM C? .�� (OPEN TO DOWELED TO 24"X 24"X 17"CONCRETE PILE CAP 4✓ ti Q i STORAGE 003 BEYOND MECH STORAGE w 3#5 REBARS EA.WAY OVER HELICAL PILES - - � ti P.T. FRAMED STAIR W/THRU / 004 005 FLOW TREADS& RAT SLAB / \ R.C. FNDN WALLS SETSLAB R.C. ON WOOD RISERS: // ON HELICAL PILES GRADE 9�� 02 �pQ� SEE A13 / \ C- N N GRADE 8'-0" / / / / / r / / / / r / / / / / / / / r / / _o - - \ / / r / / / / / / r / / GRADE:8-0 7� / /\ / / �/ GRADE:8'-0" \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �\ \ �\ \ \�� \� \, ,�\r��\ / . \ \/\/\/\/\r\/\/\/ r\/\/\/\/ % \� \//\// /i ri /i /i / / / \ \ \1��\1���\ \ � \ � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ // � r r/ � / � r/ r pE7` /�/r /\� �/ � / / / r / / / r / / / / / / / r / / / � / r / / / r / / / / / /\r / /\r\r\r\r\r\r\r\r\r\r\r\ /\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \X"\, \ \ \ 7� / � / / � �/\LINE OF NATURAL GRA / / / / / r r / r / / / .,, / / / / / / / / / / -.. / / / / / / / / ,... / r / / / / / / / / / / / / / r / / / / / /\i/\/\ \ \ \ \ \ \ \ \ \ \ \ �\ /`\ � \,`\ \ ��\ \ \ \ , \ \ \ \ \ \ � \ \ \ \ \ \/\/\ \/ / /\/ / / / / r / / / / / / / / / r / / / / / / / / / / / / / / / / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , \ \ \ \ \ \ '�\ \ \ \ \ \ \ \ \ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ � \ \ \ \ \ \ \ \ \ \/\/\/\/\/\/\/\/\/\/\/\i\i\i\i / / / / / / \/\/ \ \ \/\ \/\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ : . \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ / / / / / / / / / // // // // / / / / / // / / /; / / / / / - / / / / r/ // // � r/ // // // // // / / // / / / / / / / / / / / / /\/\/\/\ \/\/\/\ \ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \\ \\ \\ \\ \ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \/\/\/\/\r\/\/\/\ / r / / / / r\i\i\i\i\i\ /\i\i\i\i\/\/\/\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ r\ \ \ \ \ \ \ \ \\ \\ \ \ / / � / / r / / /i /i /i /i /i /i / / / r / r / / / / / / / / / / / r / / / r / / / /\/\ \r\r\r\r\r\r\r\r\r\r\r\r\r\/\/\/\/\ \ \ \ \ \ \ \ \ \\ \\ \\ \ \ \ \ \. \ \ \ \ \ \ \ \ \ \ \ \\ \\. / / �/ /r // // // // // // /r / / / / / / / / / / / / / / / y / / / / / / / / / // / // / r IL��AI� / / / / / / / /\/\/\/\/ / / / / / / / / / / / / / / / / /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ \/\/\/ /\ a J BUILDING SECTION SCALE:1/4"=1'-0" I� II II ref� rte€_ r r I BERGDES GN COLLINS RENGIFO RESIDENCE BUILDING SECTIONS 88 OLD STONE HIGHWAY 2175 BAY SHORE ROAD GREENPORT NY 11944 STRUCTURAL REVIEW JUN 13, 2017 WINDOW & DOOR PRICING II AUG 30, 2017 MILLWORK REVIEW II DEC 01, 2017 ADDENDUM 1� MAY 08, 2018 DATE: JUNE 06, 2019' ARCH TECTURE EAST HAMPTON, NEW YORK 11937 ' PROGRESS PRINT JUL 12, 2017 PROGRESS PRINT SEP 08, 2017 MILLWORK REVIEW III DEC 06, 2017 ISSUED FOR SCALE: AS NOTED Tel: 917 328 3905 WINDOW& DOOR PRICING JUL 17, 2017 MILLWORK REVIEW SEP 12, 2017 STRUCTURAL REVIEW FEB 13, 2018 BUILDING PERMIT JUNE 06, 2019 REF NO: 194 STRUCTURAL REVIEW II JUL 26, 2017 WINDOW & DOOR PRICING III OCT 11, 2017 PROGRESS PRINT FEB 22, 2018 PROGRESS PRINT AUG 23, 2017 PROGRESS PRINT NOV 01, 2017 ISSUED FOR PRICING MAR 13, 2018 - - - - -- - - -- - - -- - - --- - - -- - -- - - - - - - - -- - ---- - -- - --- - - -- - - --- - -- - - - --- 35'-0"ABOVE NATURAL GRADE - - - - - - - - - - - - -- - - --- - - -- - - - - - - --- - --- - -- -- - - - - - -- - -- T.O.PERGOLA — — — — — — _ . . B.O.CEILING ........ ....... ... .. .......... .. ..:::. ........................ ......................... . ................ ...: -.. B.M.-20'-11- - - 42" HIGH S.S. CABLE - RAILING .. ... ... --OPEN TO' :: WOOD DECK OVER BEYOND, CENTER MATCH PITCHED MEMBRANE .:. WOOD p \ PERGOLA SCUPPER&: SCUPPER& SKYLIGHT - . ...................... ....... ............... ........... DOWNSPOUT BEYOND °' WOOD STAIR OVER SECOND FLOOR _ — — — — . PITCHED ROOF MEMBRANE '11771' 717" 2X12's @ 16"O.C. SCUPPER& DOWNSPOUT B.O.CEILING B.M.+9'-3" — — — — — — — — — — — — — — 00 03 \\ { 104A// 04 7" \\ 13 // 13 \\ 13 DIAGONALPEERS DWGS FLITCH BEAM PER S-DWGS / \ / \ / IMPACT RATED \ / WINDOWS &DOORS WOOD DECK OVER \ PITCHED _ \ \ MEMBRANE SIDING:WOOD - \ SHINGLES: SEE FINISH SCHEDULES FIRST FLOOR-ELEV.+18'-6" — — — — — B.M.O'-0" �,N�.`66�'6d :auie✓.''�/9 %: ,/�/✓' '���1.�%ai�o%or';.z,'�.�s /�:r�'�.a.✓��G`' ': �:��gn",�s„ B.O.CEILING B.M.-2'-2 1/4^ DROPPED GIRDERSDROPPED \ / a PER S-DWGS JOISTS DOWN SPOUT// \\ i DROPPED -i- GIERS 9'-0" HIGH \\ // \ 7'-0"SHINGLE PER S-DWGSWOOD FRAMED SHINGLE CLAD OMEN f0 CLAD DOOR- - STAIR UP TO DOOR-SEE A17 B YOND SEE A17 FIRST FLOOR- STORAGE r SEE Al2 F-0-0-1-1 STORAGE / \ / 002 ce+vCR / / 4 RAT SLAB ���, / \ / CONCRETE PAD AT STAIR LANDING STAIR LANDING ON GRADE / / / / / / / / / / �/ / / b�'; /\/\/\/\/\/\/\/\/\/\/\/ /\/ /� / —/ /\// / / L / / / — — % — — - — — — — — \ \ \ \ \ \ \ \ \ \ \ \ \ \ .. .. / \X ' \X \ / / \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\,\\ \\ \\ \\ \\ \\ \ \ \ \ \ \ � \ \ \\ \\ \\ \\ ��\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \/\/\/\/\/\/\i\i\/\i\ \ \/\ \ \�\�\ /\/ / / / / / / / / / / / / / /\ / / / / / /\i\i\ /\i\i\/\i\i /\ /\/\ \/\j\/\/ ,�j\/\/\ \/\/\/\/\/\/\/\/\/\/,\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \TYPICAL FOUNDATION WALL CONSTRUCTION: \/\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ / / /i /ii / POURED CONCRETE WALL/GRADE BEAM /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ / DOWELED TO 24"X 24"X 7" \\ '\\ \\ \\ \\ \ \ \\ \\ \\ \\ \ 1 CONCRETE PILE CAP `S - ---- - - -- - - - - - ---- - - - - - - - - - - - - --- - 35'-0"ABOVENATURALGRADE - -- - --- - - -- - - -- - -- -- --- - --- - - -- - -- -- - - - - - Ivi —.—— — — — 7T-?5.PERGOLAEA""vrPER SDWG-S -22'-5" „ .. B.O.CEILING B.M.+20'-11^ ..... / .... .... ... ... .. .. PTD STEEL CHIMNEY . FLUE AND CAP BEYOND \ ROOF DECK / CENTER MATCH 200 i \ WOOD CLADPERGOLA 42" HIGH S.S. \ OPEN TO BEYOND CABLE RAILING i 7-7 OOD DEC-K OVER-P1-TCHED ROOF MEMBRANE FRAMED PONY — TYPICAL FLAT ROOF CONSTRUCTION: WALL SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION M WRAP ROOF MEMBRANE UP 3/4"PLYWOOD SHEATHING i :..: : : .:. :::::::: :: :: 20"BOTH SIDES SECOND FLOOR ROOF RAFTERS w/R-38 CLOSED CELL SPRAY + B.M. 11 11 / esl®//�/m,,.d �/�/..,..,�.,./�// Ohl,/.r/C%.�'rd4 �,.�i�...,./��/ri,.,��/,�..,, , .�a /i%/,/.,ii/��� // "�; ,../', �'.O✓�/ii,i< Dr. .1/''% >ri, d,r �n _ .//f✓,oe;:'ds[¢s4Ls ��.rr,.✓... � __.,,....... - -- -..-_. -------- — - ---- -- -- � , lts✓66''_.ot%!Y////�",�:�s.. ,>., .:" ,:',,,;' ` .,..✓4„h./ [:®�"�� /�u6�i/'.,'�r%';.:I:_s n F GWB INTERIOR FINISH Ll 2X1 2's @ 16"O.C. I 2X12 s @ 16"O.C. ki z @ 1 O.C. 5/8 OIL B.O.CEILING - - - - - - - - - — B.M.+9'-3" DROPPED STEEL FLUSH HEADER BEAM PER S-DWGS DROPPED DECK // FLUSH BEAM \\ // \\ // \\ PER S-DWGS JOISTS / PER S-DWGS / \ / PTD. DECK DRAIN GWB \\ IMPACT RATED \ / \ / \ \ WINDOWS&DOORS WOOD DECK OVER \ / JKTCLN// \ BEDROOM EDROO CL BATHPITCHED ROOF \ / \\ F 106 71 F-1-097 F 111 110 MEMBRANE U.L. LISTED LIVING ROOM / FACTORY BUILT 101 / ®� TYPICAL WALL CONSTRUCTION: WOOD BURNING WOOD SHINGLES OVER 30LB BUILDING FELT FIREPLACE / / / � // OD SHEATHING FIRST FLOOR-ELEV.+18'-6" 11 — -, - - - ------_ ------ - -- -- _- - 2X6 MINIMUM FRAMED EXTERIOR WALLS w/ B.M.0-4- 2X10's @ 16"O.C. ! R-19 INSULATION 5/8" GWB ON INTERIOR B.O.CEILING = , B.M.-2'-2 1/4" DROPPED \ GIRDERS / TYPICAL FLOOR CONSTRUCTION: \ PER S-DWGS / 3/4"T&G FLOORING OVER 3/4"PLYWOOD SHEATHING 9 7 SHINGL41 1 1\ 1 IE 2X10 FLOOR FRAMING OVER DROPPED GIRDERS \ / CLAD DOOR- R-38 FIBERGLASS BATT INSULATIONJ- t' 7'-0"SHINGLE OMEN f0 SEE A17 2X4 FRAMING BETWEEN GIRDERS yr ' - CLAD DOORS BEYOND 3/4"#2 CEDAR T&G (P 0 28 DOWNSPOUT / \ WOOD SHINGLES : SEE FINISH SCHEDULE '9 F '�O OF FLOOD VENT \ \ / // \\ FLOOD VENT N . N \ \ \ \ \ G :8 \ /\// \'z \\7 /� /\/\ \/\ /\� \ f\/� \/\ / / / / / /\/\/\/\/\/\/\r\/\/\/\/\/\/\/ \ \�\/\/ \ / rr /i /i /i /i /i /i /i / / / � / � / � � / � i��i , 'i � rr/ / r // // // // // // // / // / / / / // / / / // // // / / / / / / / / / / / / / / / / / / / / _7777- N\ \ \ \ \ \ �\ \ \� \��r\\�\\ \1\\ \ \\ \\/\ IN b G ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \/\ \/\/\/\/\ \/\/\/\ \ \ \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\i\i\r\/\i\/\i\/\i /\ / /' ` `�' ' �i�i\i\i i�i�i / / / / / / / / / / / / / / / / / i t' � \��i /\r\i\i\/\r\r\r\r\r\r\r\r\r\r\r\r\r\r\r\r\r\r\r\r\r\r\/\r\i\r\r\/\�\r\r\r\r\/\/\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ ,,� / // // // // // // // // // // // // r/ // // // // / /i /i /i /i /i /i /i /i /i /i / / ii � .N�/\ \/\ \, \ \ \ \ \ \ \ \/\/\ \ \ \ \ \ \ \ \ \ \ \/\r\/\/\/\/\/\/\/\/\/\/\/\i\i\i\iX/ X/1 /\ \�\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \� \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ / / // /\i\i\i\/\i\i\/\i\i\ \i\i\i\i\i\i\i\i\i\i\i\i\i\i \/ /\/\ /i /i /i /i /i /i /i / / N\\/i �'� / / / / \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ // // // // // // / // // / / / / / // // // // // // // // // // // // // // /r // // // // // // // // // /r // // // / r, r/ // // / // // / / / / r / i\i\i\i\i\i\� / / / / / / /i / / /i /i /i /i /i / / / / / / / / / / / /\i\i /\/\i\i\i r\i /\i\i / / / / / ,� / / / /i / / /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /i /r / / / / / / \/\i\i\i\i\i\i\i\i\� BUILDING SECTION BERGDE%".) GN COLLINS RENGIFO RESIDENCE BUILDING SECTIONS 88 OLD STONE HIGHWAY 2175 BAY SHORE ROAD, GREENPORT, NY 11944 STRUCTURAL SS PRINT JU12,017 WRINDOW & DOOR PRICING II AUG 30, 2017 MILLWORK REVIEW II DEC 01, 2017 ADDENDUMAl MAY 08, 2018 DATE: JUNE 06, 2019 ARCH TECTURE EAST HAMPTON, NEW YORK 11937 T JUL 017 OG PRINT SEP 08, 2017 MILLWORK REVIEW III DEC 06, 2017 ISSUED FOR SCALE: AS NOTED Tel: 917 328 3905 WINDOW& DOOR PRICING JUL 17, 2017 MILLWORK REVIEW SEP 12, 2017 STRUCTURAL REVIEW FEB 13, 2018 BUILDING PERMIT JUNE 06, 2019 REF NO: 194 STRUCTURAL REVIEW II JUL 26, 2017 WINDOW & DOOR PRICING III OCT 11, 2017 PROGRESS PRINT FEB 22, 2018 PROGRESS PRINT AUG 23, 2017 PROGRESS PRINT NOV 01, 2017 ISSUED FOR PRICING MAR 13, 2018 -- - - - - - - -- -- -- - - - - - - - -- - --- - - -- - - -- - - - -- - - -- - - - - - - - -- - --- - - --- - -- - -ABOVE NATURAL GRADE --- -- - - -- - - - -- - - --- - - - - - --- - -- T.O.PERGOLA - - - - - - - -.,.n. ..... . . . - - - -STRUCTURE- - — .... ...... B.M.+22-5 : PERGOLA ..... . .... ............................... .. SEE A11 (LING . .......... '......... ..................................'.... .. .. ...........:.. .......... . .... ......-. ........ .......... ... ........................ .... ................................. ....... ...... B.O.CE — — — — — — — B.M.+20'-11" — — - — — — — — — — — — — \ / \ ROOF DECK TYPICAL FLOOR CONSTRUCTION: TYPICAL FLAT ROOF CONSTRUCTION: � 200 i 3/4"T&G FLOORING OVER 3/4"PLYWOOD SHEATHING SINGLE PLY ROOF MEMBRANE OVER TAPERED — WOOD DECK OVER PITCHED 2X10 FLOOR FRAMING OVER DROPPED GIRDERS INSULATION \ i MBRANE R-38 FIBERGLASS BATT INSULATION 3/4"PLYWOOD SHEATHING ..:.. i GOOF ABLE HIGH 2X4 FRAMING BETWEEN GIRDERS ROOF RAFTERS w/R-38 CLOSED CELL SPRAY FOAM OPEN TO RAILING 3/4"#2 CEDAR T&G 2 INSULATION - - - BEYOND\ A10 5/8"GWB INTERIOR FINISH ....... .. ... ... . . :. :. I SKYLIGHT SECOND FLOOR — r .M + -11 ,,/;. • > . . .sn//, . �: ;,:i/r / .,< /// s :..i. ,.,, /, r W....�_ ..<.�_.� .,c% � /�2'C�_,, ://r%/`. .�.�,�r, . L :' ,��__.:BGG/��L..;�..�'.:W.�L!!,/�%�:�//.'i4- s'�_ .: /i:._t��z..��/.�///�/i,6GF ._� /'�%,,..,.�.'� �%' .�. `__./��':'�!�%>,. _�' ' X12's @ 1 "O.G. " I X12's 2X12's @ 16"O.C. 2X12's @ 16"O.C. u u u u IJ u u u u i I 4 gL 13.0.CEILING — — — — — B.M.+9'-3., _ _ — \ DROPPED STEEL HEADER PERFLUSH B AM BEAM PER S-DWGS ', WOOD DECK OVER PITCHED S-DWGS \ \ \ / PER S-DWGS ROOF MEMBRANE BATH CL\ \ \ FOYER /TCHEN DINING ROOM TD 42" S.S. CABLE HIGH F-1 10 114 fl4] 102 100 P / / / / \ GWB RAILING FIRST FLOOR-ELEV.+18'-6" / - - -- B.M.0'-0" i i 2X1 O's @ 16"O.C. j - DECK JOISTS B.O.CEILING ------------- --------- -------- ----------- ------- TT B.M.-2'-21/4" 1 \ / TYPICAL WALL CONSTRUCTION: - \ DOWN SPOUT / DECK DRAIN WOOD SHINGLES OVER 30LB BUILDING FELT \ / 3/4" PLYWOOD SHEATHING \ / 2X6 MINIMUM FRAMED EXTERIOR WALLS w/ OOEN fO DROPPED GIRDERS R-19 INSULATION PER S-DWGS 5/8"GWB ON INTERIOR B�FYOND / \ DOWNSPOUT / \ SIDING:WOOD SHINGLES: SEE / \ FINISH SCHEDULES 7'-0" HIGH S.S. \ FLOOD VENT ® // CABLE RAILING \\ FLOOD VENT ;/ ce � i/�i/\ /� � o A� j\\%\\/\\/\\/\\/\\/\\/\\j\\%\\/\\j\\j\\j\\/\\%\\j\\j\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ j0 ►�(AYUA/G \\\� \ w ////i//i//i//i//i//i//i �i//i//i//i/�i/�i/�i/�i/�i/�i/�i/�i/�i//i//i//i//i //i//i//i//i//i//i//i/ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \\ \\ \\ \ \ \ \ \ \ \ \ \ \\ \\ \\ \\�� \\ \\ \\ \\ \\ \\ \\ \\ \\ , a = 1 BUILDING SECTION SCALE:1/4"=1'-0" - - - -- - --- - -- -- - - - - - - - - - - - - --- - -- - - - - -- - ---- ---- - -- - - - -- - --- - - ---- - -35'-0"ABOVENATURALGRADE -- - - -- - - - - - -- - - ---- - --- - - `— - 35'-0"ABOVENATURAL GRADE - - -- - - -- - - -- - - - - - - --- - - -- - - - - - --- - - - - - --- - - - - - - - _ T.O.PERGOLA — — — _ _ k T.O.PERGOLA — —— B.M.+22'-5" — — — — — — — — — — — PERGOLA B.M.+22'-5 -- — — — — — — B.O.CEILING — — _ — STRUCTURE—_ B.O.CEILING _ . B.M.+20'-11" SEE A11 B.M.+20'-11" — — \.... — — — — — — \ ROOF DECK iDEC \ BEAM PER BEAM PER TYPICAL FLOOR CONSTRUCTION: TYPICAL FLAT ROOF CONSTRUCTION: . .. 0 ROOF K S S-DWGS .... ..... . .... ................'....::. . . .....:.. :'. 200 i \ C DWGS K 3/4 T&G FLOORING OVER 3/4 PLYWOOD SHEATHING SINGLE PLY ROOF MEMBRANE OVER TAPERED INSULATION ROOF MEMBRANE BEAM PER S-DWGS 2X10 FLOOR FRAMING OVER DROPPED GIRDERS 3/4" PLYWOOD SHEATHING \ 200 i i R-38 FIBERGLASS BATT INSULATION ROOF RAFTERS w/R-38 CLOSED CELL SPRAY FOAM PERGOLA JOISTS TION OPEN TO 42"S.S. i 2X4 FRAMING BETWEEN GIRDERS INSULA .... HIGH RAILING BEAM PER � OPEN TO � ' 3/4"#2 CEDAR T&G 5/8"GWB INTERIOR FINISH BEYOND S-DWGS BEYOND\ ROOF MEMBRANE OVER TAPERED - B D - B p SINGLE PLY R ROOF CONSTRUCTION, — _ INSULATION 3/4" PLYWOOD SHEATHING — ROOF RAFTERS w/R-38 CLOSED CELL SPRAY -- FOAM INSULATION f M `'' 5/8"GWB INTERIOR FINISH SECOND FLOOR SECOND FLOOR 11 11 O.C.,.:,. ,, . ., r.. ,...... ,. ,./ rs r r✓.��i6. . ., ,> , .,, r . '-i / I B.M. 11' 11" 6 /✓///ice . ..- --- --- <.. .,,c.._�- -- _._ ---...--- <,Y� .r✓ 'lr%;i rr / 2X 2's a 16" U.C. 2X12's @ 16"O.C. 2X12's @ 16"O.0 2X12's @T' � \1� u �16" u.C. � B.O.CEILING — — — — — - — — B.O.CEILING u u I B.M.+9'-3" B.M.+9'-3" — — / DROPPED STEEL i� BEA PER HEADER PER BEAM PER S-DWGS c� / \\ S-DWGS S-DWGS HEADER PER OUTLINE OF FLUS AM WOOD DECK OVER S-DWGS EXT. STAIR PER S-DWGS _ WINDOWS &DOORS BEYOND PITCHED ROOF i IMPACT RATED \\ OFFICE // J -� MEMBRANE STAIR-SEE Al2 I \ -1-13 / BATH FOYER CL STORAGE DINING ROOM ZPTD' RAILING STORAGE HIGH STORAGE ROOM KI H N TYPICAL WALL CONSTRUCTION: 108 104 105 f f 103 100 GWB 103 -102 WOOD SHINGLES OVER 3QLB BUILDING FELT PTD. _ 3/4" PLYWOOD SHEATHING 2X6 MINIMUM FRAMED EXTERIOR WALLS w/ -r `') R-19 INSULATION GWB FIRST FLOOR-ELEV.+18'-6" FIRST FLOOR- .+ - 5/8" GWB ON INTERIOR B.M.0'-0" - -- -- - - - - -- -- --- - -- -".-" — — B.M.0'0" - 2X10 s @ 16 O.C. 2 0 s 16 O.C. I I DECK DROPPED GIRDERS BEYOND OIL B.O.CEILING -- -- --- - ----- - - - B.O.CEILING - - - - - - _ ' ' JOISTS- B.M.-2'-21/4" \ SCUPPER AND / B.M.-2'-21/4" — -i � I TYPICAL WALL CONSTRUCTION: \ DOWN SPOUT CEDAR SHINGLES OVER 30LB BUILDING FELT \ BEYOND / DROPPED DOWNSPOUT � � � � TYPICAL FLOOR CONSTRUCTION: 3/4" PLYWOOD SHEATHING \ / GIRDERS 3/4"T&G FLOORING OVER 3/4" PLYWOOD SHEATHING 2X6 MINIMUM FRAMED EXTERIOR WALLS w/ \ / PER ;:WOOD SHINGLES: 2X10 FLOOR FRAMING OVER DROPPED GIRDERS OMEN f0 -OPEN 1 O R-19 INSULATION S-DWGS SEE FINISH R-38 FIBERGLASS BATT INSULATION 5/8"GWB ON INTERIOR B�YOIVD -BEYO D / \ DOWNSPOUT SCHEDULES � � 2X4 FRAMING BETWEEN GIRDERS / \ 3/4"#2 CEDAR T&G / \ FLOOD VENT FLOOD VENT FLOOD VENT ® // \\ ® FLOOD VENT i // / ��i�i�i / �/\ / � //X \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I o�.► uAL c� '�\ \ \ \ \ \ \ \ \ \ \ \� '\ \ \ \ \ \/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ri � � / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / \ \ \ � \ \ \ \ \ \ \ \ \ \ / // // // // / / / / / // / / / // // // // // // // // / / / // // // / / // // // // / / i / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /i /i /i /i /i /i /i /i /i /i /iii /i /i \ \ \ \ \ \/\/\/\/\/\ \/\/\/\ \ \ \ \ \ \ \ \/\/\/\ \ \ \/\/\ \ \ \ \/\/\ \/\/\/\/\/\/\/\i / / / / r , / /\i / / / / / / / / / / / / r / / / / / / / / / / / / / / / / / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ \ \\, \\ \\ \ \\ \\ \ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \/\/\/ S- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \\ \\ \\ \ \ \ \ \ \ \\ \ \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ / // // / // // // // // // // // / / // // // // / // // // // / / / // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / �/ / / / / // // / / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \/\/\ \ \ \ \/\ \ \ \ \/\/\/\ \/\/\/ / / i\ r\ i\ BUILDING SECTION BUILDING SECTION SCALE:1/4"=1'-0" BERGDE�� G N COLLINS RENGIFO RESIDENCE BUILDINGSECTIONS CIONS 88 OLD STONE HIGHWAY 2175 BAY SHORE ROAD, GREENPORT, NY 11944 PROGRESS REVIEW JUN 13, 2017 WINDOW & DOOR PRICING II AUG 30, 2017 MILLWORK REVIEW II DEC 01, 2017 ADDENDUM MAY 08, 2018 DATE: JUNE 06, 2019 ARCH TECTURE EAST HAMPTON, NEW YORK 11937 OGRESS PRINT JUL 12, 2017 PROGRESS PRINT SEP 08, 2017 MILLWORK REVIEW III DEC 06, 2017 ISSUED FOR SCALE: AS NOTED Tel: 917 328 3905 WINDOW& DOOR PRICING JUL 17, 2017 MILLWORK REVIEW SEP 12, 2017 STRUCTURAL REVIEW FEB 13, 2018 BUILDING PERMIT JUNE 06, 2019 REF NO: 194 STRUCTURAL REVIEW II JUL 26, 2017 WINDOW & DOOR PRICING III OCT 11, 2017 PROGRESS PRINT FEB 22, 2018 PROGRESS PRINT AUG 23, 2017 PROGRESS PRINT NOV 01, 2017 ISSUED FOR PRICING MAR 13, 2018 NOTE: ALL ROOF EAVES, PARAPETS, R38 KRAFT FACED FIBERGLASS BATT SKYLIGHT PER WINDOW SOFFITS TO BE PROTECTED WITH I INSULATION THROUGHOUT FLOOR 5/4 THICK IPE PARAPET CAP FASTENED TO SCHEDULE: INSTALL PER I TOP OF PARAPET WALL w/STAGGERED MNFR. SPECS WR GRACE ICE AND WATER SHIELD SCREWS-ALL HOLES TO BE FILLED — 2X4 FRAMED SKYLIGHT UNDERLAYMENT OR APPROVED R19 KRAFT FACED FIBERGLASS BATT 1/4"THICK NEOPRENE SETTING BLOCK BETWEEN CURB w/20 SLOPE EQUAL INSULATION IN ALL EXTERIOR WALLS ICE AND WATER SHIELD UNDERLAYM WOOD PARAPET CAP AND COPING-APPLY AROUND SKYLIGHT OPENING I U.O.N. WATERPROOF SEALANT TO TOP AND BOTTOM OF FLOOR JOISTS CONTINUOUS LEAD COATED II GRAVEL BALLAST BLOCKS PRIOR TO DRIVING FASTENERS _Z ` COPPER FLASHING (' I 1st FLR ELEV+18'-0" _ T.O. PARAPET - TPO ROOF MEMBRANE= B.M. + 11'-10 3 4" co ": 2X6 FRAMED PARAPET WALL ' --- AROUND SKYLIGHT OPENING: 1 III ( CLOSED CELL SPRAY FOAM INSULATION OVER TAPERED METAL COPING __-- ' ------------- FIELD VERIFY HEIGHT ) I' AROUND ENTIRE RIM JOISTS INS_ULATION 1 ________ _____________- TAPERED INSULATION w/ 2X4 FRAMED PARAPET WALL ___________________ _____________= TPO ROOF MEMBRANE I (1)ACQ SILL PLATE ON OWENS CORNING FOAM SEALER SILL PLATE GASKET OVER ------------------- I ---------- ------------ i T.O. DECK r ? ____________-= T.O. DECK COPPER TERMITE SHIELD B.M. +11 -2 3/4 - B.M.+11'-2 3/4" � WRAP SIMPSON CS-18,WITH GALVANIZED ICE AND WATER SHIELD COATING, UNDER SILL AND UP STUD, 16"O.C. �—IN _ _ _ T.O. FNDN. WALL UNDERLAYMENT WRAPPED — — Ak OVER PARAPET r M. -1'-0 4" CLOSED CELL SPRAY FOAM 1'1 SPRAY FOAM INSULATION u INSULATION THROUGHOUT i SHADED AREA REPRESENTS GIRD THROUGHOUT ROOF ROOF I 1 ER I BEAM POCKET BEYOND ROOF RAFTERS PER _- - S-DWGS SKYLIGHT FRAMING N I I i 1 DROPPED GIRDERS BEYOND 30 LB BUILDING FELT CEDAR SHINGLE SIDING I lift PROTECT WOOD FROM DIRECT 1 WOOD FRAMING AS REQ'D CONTACT w/CONCRETE T.O. SILL TO SUPPORT CEILING — — — — — PTD. G1VB b 1 1 B.M.-2'-2 WEATHER BARRIER LAPS FLASHING II = r 30 LB BUILDING FELT 1st FLOOR CEILING B.M. +9-3" 1st FLOOR CEILING °'i 6" 'i°4 B.M. +9-3 CEDAR SHINGLE SIDING EXTEND SHINGLES DOWN I d d) I ( II I1 � � 1/2" FOR DRIP I PAINTED PLYWOOD CEILING BENEATH 1X6 T&G#2 WESTERN RED i r ° i°i DROPPED GIRDERS CEDAR CEILING 5/8"PLYWOOD SHEATHING 1 ROOF DETAIL SKYLIGHT DETAIL II II. ' SCALE:1 1/2"=1'-0" G SCALE:1 1/2"=1'-0" di 1 I I S I I I � I II dp g I tiQ D A R cy d PLYWOOD SHEATHING CEDAR SHIINGLE SIDING II 1r ° Ila I r •.. WEATHER(BARRIER WOOD CAP RAIL LAPS FLASIHING ° i I FLASHING 028�� n �O 1 1 ° -i'Pa` — SLA T.O. SLAB - — -�<—. - a — �/ I I 11 d— CD B.M. ° 4 I II tI 1 4,44 GRADE o � R I I f I — ° AXON 10"THICK CONCRETE o 11. I I GRADE BEAM W/445 o I °II I 11O — CONTINUOUS 0 11 II II 245 DOWELS AT EACH t I PILE CAP it I1. 4. 1 1 I I I I I o z all d I 0 11 II 2 I.I 4 I I' 4X4 IPE RAILING POST — 8��� I °° i d 14 II 11 BLIND FASTENED WOOD DECK 5/4 THICK IPE PARAPET CAP o P.T. BLOCKING FOR RAILING 2,. r d� 11a OVER TAPERED SLEEPERS ° 10" 2BLIND FASTENED WOOD DECK OVER P.T. I_i ° a °i T.O. PARAPET ° TAPERED SLEEPERS: SEE SCHEDULES 1 ° i i. 1 i. WOOD PARAPET CAP: SEE 300 GROUT SHELFFOR FINISH DECKING SPECIES PROVIDE ADDITIONAL — FINISH SCHEDULE ° TPO ROOF MEMBRANE BLOCKING BENEATH ALL PREFORMED LEAD COATED OVER PITCHED PLYWOOD 1 ° . 1 1 RAILING POSTS COPPER THROUGH WALL 1st FLR ELEV+18'-0" = =_ 11 14 SCUPPER B.M. 0'-0.. ---------------------------------------- T.O. DECK METAL COPING 1 I 1 d CJ r ° i 14 ICE AND WATER SHIELD BUILT UP 2X4 PARAPET WALL 1i.1 . . �o �o UNDERLAYMENT LINING I � ° . � 1 1 1 1 ° SPRAY FOAM INSULATION ICE AND WATER SHIELD SCUPPER OPENING i UNDERLAYMENT OVER TOP OF THROUGHOUT ROOF I -- 4• i r PARAPET WALL 1 -- - ------ ° o PTD.ALUM. BOX �� -- - r_---_--- ° 24"X 24"X 17"PILE CAP w� I 1 —=:----- _� �� DOWNSPOUT: FINISH TO1 3-#5 EACH WAY BOTTOM I T.O. FOUNDATION WALL MATCH WINDOWS B.M.-1'-0 1/4'F-- ��7 _ T.O. PLATE ° ° ° a n nB.M. +10'-�3d" e4 ° SILL PLATE C d 1 1 a a a DOUBLE TOP PLATE + ° I° I* \I_-� 1 ° ° [—a�fl 1 1 ° °4 PROVIDE A 3/4"X 4.25" 30 LB BUILDING FELT OVER I I 11. 1 1 - I 1 °` 1Q --�1�"","„ 11. o � o o � - - � LONG BOLT W/HEX NUT 30 LB BUILDING FELT PLYWOOD SHEATHING 1 a 1 I. ° 11_° 1 '1 ? ° ° BY CHANCE ASTM F3125 )�o I I° 11 d SIDING:WOOD SHINGLES: ° ,I 1 I 1 1 °4 ° 1°r R19 KRAFT FACED 1 1 4. 1 I o o o 0 0 0 ° v o A325 TYPE 1 SEE FINISH SCHEDULE 11 ° I I 1 1 11 _ o r o ° FIBERGLASS -------- -- -- - b I . 11 O U I d 1 r 1 I I ° ° o I— Q -� 2-0 0 ° 0 6 X 6 CHANCE PILE CAP ^ INSULATION I 1 I o / FOUNDATION WALL a �- ° o o C150-0465 -- ., :.-:.,,••• ...:...•,,,, ,,. — 1st FLOOR CEILING STRAPS AT TOP & BOTTOM OF M GRADE BEAM 4I11,d i t . O M +9-3" � o ° o o CHANCE -HELICvAL P E/ \1. DROPPED JOISTS AT g1 11 ° ii• ii II i ° ° ° ° a 1 ° SERIES SS150 30 SHINGLE EXTERIIORDECKS SIDING 1 1 . d CAPACITY MINIMUM PAINTED PLYWOOD 1J2"GWB- PLAN AT GUTTER ai CEILING ° DROPPED CEILING I. 41 \ ° .' °° id CEILING SUPPORTS i II II ° 11 11 °II Ilc d I I°d 4 4 \ I �1SCUPPER / RAILING DETAIL DECK DETAIL EXTERIOR DOOR 4 THRESHOLD DETAIL 6 FOUNDATION DETAIL 1'SCALE:1 1/2"= -0° SCALE.1 1/2 1 0 5 SCALE:1 1/2"=1'-0" _ , BERGDE`� GN COLLINS RENGIFO RESIDENCE EXTERIOR DETAILS 88 OLD STONE HIGHWAY 2175 BAY SHORE ROAD, GREENPORT, NY 11944 STRUCTURAL (REVIEW JUN 13, 2017 WINDOW & DOOR PRICING II AUG 30, 2017 MILLWORK REVIEW II DEC 01, 2017 ADDENDUMAl MAY 08, 2018 DATE: JUNE 06 2019 ARCH TECTURE EAST HAMPTON, NEW YORK 11937 PROGRESS PRINT JUL 12, 2017 PROGRESS PRINT SEP 08, 2017 MILLWORK REVIEW III DEC 06, 2017 ISSUED FOR Tel: 917 328 3905 WINDOW& DOOR PRICING JUL 17, 2017 MILLWORK REVIEW SEP 12, 2017 STRUCTURAL REVIEW FEB 13, 2018 BUILDING PERMIT JUNE 06, 2019 SCALE: AS NOTED STRUCTURAL REVIEW II JUL 26, 2017 WINDOW& DOOR PRICING III OCT 11, 2017 PROGRESS PRINT FEB 22, 2018 REF NO: 194 PROGRESS PRINT AUG 23, 2017 PROGRESS PRINT NOV 01, 2017 ISSUED FOR PRICING MAR 13, 2018 CABLE ATTACHES TO SWAGE &BRACKET-SEE DETAIL AWNING CABLE DOTTED LINE REPRESENTS CEDAR FINISH THREADED THROUGH STRUCTURE-SEE DETAIL ON EXTERIOR OF STRUCTURE - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - CLEAR CEDAR CAP CEDAR CLAD CABINET DOORS PT 2 x 4 FRAMING PT FRAME CENTER MATCH S.S. EYEBOLT FOR CLEAR CEDAR SIDING AWNING CABLES S.S. EYEBOLT FOR INTERMEDIARY AWNING I OPEN OPEN OPEN OPEN OPEN OPEN OPEN TENSIONED S.S. BRAIDED \ CABLE SUPPORT N SHELVING SHELVING SHELVING SHELVING SHELVING SHELVING SHELVING CABLE X-BRACING �� � � � � I CABLE ATTACHES TO SWAGE TENSIONED S.S. BRAIDED 1 %j 71 111 IrAl &BRACKET-SEE DETAIL � � � CABLE X-BRACING - - - - - - - - - - - - i - CABLE ATTACHES TO SWAGE I 1"-2'-33,,— 1" 3, 1"_2'-33"_l 1„_3' 3„ . 1„ 1 3..- 1„ 3„ 1, \ \ & BRACKET-SEE DETAIL I S.S. BRACKET-ATTACH TO 12 41 2-34' 142 3 UCTURE w/ -04 12 2'-35"—412" 2-3412 2'-3 4 12' \ \ STAINPERGLLA ESS STEEL FASTENERS � � \ \ 1 1 ROOF DECK KITCHEN BASE CABINET PLAN AWNING CABLE i \��� \ � � \ THREADED THROUGH I COMBINATION TURNBUCKLE/ SCALE:1/2"=1'-0" STRUCTURE-SEE — AWNING CABLE 1 SWAGE QUICK CONNECT HARDWARE: 9900-PKG 1/8"QUICK DETAIL i � �\� \ � \ THREADED THROUGH CONNECT JAW TURNBUCKLE ti STRUCTURE-SEE 13„ 3„ FROM www.cableraildirect.com DETAIL 14 6" 4 I CEDAR CLAD PERGOLA CEDAR CLAD PERGOLA FAUCET PER SCHEDULE SINK PER SCHEDULE STONE COUNTERTOP S.S. EYEBOLT FOR I I INTERMEDIARY AWNING CABLE I TENSIONED S.S. SUPPORT I I X-BRACE CABLE N I CABLE ATTACHES TO SWAGE S.S. EYEBOLTS FOR &BRACKET-SEE DETAIL AWNING CABLES - �� PLAN DETAIL AT CORNER OF STRUCTURE W/ PROPOSED CROSS BRACING `f SCALE:N.T.S. Ul \ 11 AWNING CABLE I I 9'-0" . 9-0 THREADED THROUGH ROOF DECK KITCHEN UPPER CABINET PLAN STRUCTURE-SEE DETAIL I I SCALE:1/2" 1'0" III III III III ISOMETRIC VIEW OF PERGOLA STRUCTURE I I �� 5 r 5 - 1 SCALE:N.T.S. I 5 A11 A11 I A11 I � � I BASKET WEAVE ,., 1d�'=------------ S.S. PLUG-LOCK WIRE � � � CORNERS ROPE END FITTING \ - OPEN TO BEYOND \'------ -------- TENSIONED S.S. -- ' CEDAR CLAD S.S. SLEEVE ON CABLE PERGOLA AWNING IN INSIDE FACE S. . ABLE TO BE FAUCET SCHEDULE R CLOSED POSITIONCEDAR CAP FED T OUGH HOLE STONE BACKPLASH \ ` TENSIONED S.S. -' STONE PVC"TUBE w/CANVAS CABLE HOLE DRILLED CEDAR CAP BASE CABINET COUNTERTOP WRAPPING THROUGH BEAM (o \ TENSIONED STAINLESS STEEL CABLE TO SUPPORT AWNING SUN CANOPY OPEN I I77 OPEN _ OPEN r SHELVING I 1 / / SHELVING SHELVIN NOTE: CANVAS AWNING y / TENSIONED AWNING CABLES IN OPEN POSITION PROVIDED& INSTALLED BY G.C. t7=- PVC TUBES AND CANVAS PROVIDED -- - _ AND INSTALLED BY OTHERS ISOMETRIC VIEW OF AWNING CANOPY ISOMETRIC VIEW OF TENSIONED AWNING CABLE CONNECTING TO STRUCTURE ROOF DECK KITCHEN SOUTH ELEVATION G SCALE:N.T.S. J SCALE:N.T.S. 0 SCALE:1/2"=1'-0" TENSIONED S.S. CROSS TENSIONED S.S. CROSS BRACING ABOVE PERGOLA TENSIONED S.S. CROSS BRACING ABOVE PERGOLA 2X10 CEDAR PERGOLA JOIST BRACING ABOVE PERGOLA 2X10 CEDAR PERGOLA JOIST BLOCKING AS REQ'D 2X10 CEDAR PERGOLA JOIST BLOCKING AS REQ'D METAL COPING METAL COPING METAL COPING .a:..�.• n:�:.a::n:.n::n:n?:o.�;:�:n::�`:�:*:'n,.:�AA:::,�: —mac 1X6 T&G#2 WESTERN RED 1X6 T&G#2 WESTERN RED Q 1X6 T&G#2 WESTERN REDr'N CEDAR CEILING 4 CEDAR CEILING Q CEDAR CEILING S.S. CONCEALED HANGER S.S. CONCEALED HANGER S.S. CONCEALED CLIP ANGLE STONE COUNTERTOP BEAM PER S-DWGS BEAM PER S-DWGS BEAM PER S-DWGS N S.S. SNAPS w/SWIVEL EYE PT 2 x 4 FRAMING r S.S.SNAPS w/SWIVEL EYE S.S. SNAPS w/SWIVEL EYE 1 x 4 CLEAR CEDAR TENSIONED STAINLESS STEEL TENSIONED STAINLESS STEEL TENSIONED STAINLESS STEEL CABLE TO SUPPORT SUN CABLE TO SUPPORT SUN - - CABLE TO SUPPORT SUN 1 x 4 CLEAR CEDAR CANOPY-PROVIDE S.S. EYELET CANOPY-PROVIDE S.S. EYELET P CANOPY- PROVIDE S.S. EYELET D A INTERMEDIARY SUPPORT (TYP.) I I INTERMEDIARY SUPPORT (TYP.) I >_ �, INTERMEDIARY SUPPORT (TYP.) 1 x 4 CLEAR CEDAR --� ��•�F%� RC BLOCKING AS REQ'D 6,� I I chit - 6„ BLOCKING AS REQ'D i N 6„ BLOCKING AS REQ'D S.S. PAD EYE SCREWED TO PVC S.S. PAD EYE SCREWED TO PVC S.S. PAD EYE SCREWED TO PVC TUBING BY OTHERS) - - - - - - - - - - - - - - - - - - - - - - - - TUBING BY OTHERS ( ) - - - - - - - - - - - TUBING (BY OTHERS) PVC TUBE w/CANVAS WRAPPING PVC TUBE w/CANVAS WRAPPING PVC TUBE w/CANVAS WRAPPING _ ( ) (BY OTHERS) 0 ( ) BY OTHERS .� BY OTHERS Milt `P . �O h tq G- 5 PERGOLA DETAIL Q DETAIL AT ROOF CABINETS SCALE:1 112"=1'-0" 9 SCALE:11 1/2"=1'-0" BERGDES; Gill COLLINS RENGIFO RESIDENCE [ROOF DECK DETAILS ARCH T 88 OLD STONE HIGHWAY 2175 BAY SHORE ROAD GREENPORT NY 11944 STRUCTURAL REVIEW JUN 13, 2017 WINDOW & DOOR PRICING II AUG 30, 2017 MILLWORK REVIEW II DEC 01, 2017 ADDENDUM 10 MAY 08, 2018 DATE: JUNE 062019 EAST HAMPTON, NEW YORK 11937 PROGRESS PRINT JUL 12, 2017 PROGRESS PRINT SEP 08 2017 MILLWORK REVIEW III ' DEC 06, 2017 ISSUED FOR SCALE; AS NOTED Tel: 917 328 3905 WINDOW& DOOR PRICING JUL 17, 2017 MILLWORK REVIEW SEP 12, 2017 STRUCTURAL REVIEW FEB 13, 2018 BUILDING PERMIT JUNE 06, 2019 REF NO: 194 STRUCTURAL REVIEW II JUL 26, 2017 WINDOW & DOOR PRICING III OCT 11, 2017 PROGRESS PRINT FEB 22, 2018 PROGRESS PRINT AUG 23, 2017 PROGRESS PRINT NOV 01, 2017 ISSUED FOR PRICING MAR 13, 2018 P.T.WOOD FRAMED P.T.WOOD FRAMED HANDRAIL SCUPPER AND P.T.WOOD FRAMED SCUPPER AND DECK OVER PITCHED STAIR DOWN SPOUT STAIR OVER PITCHED DOWN SPOUT ROOF MEMBRANE --- --- --- --- --- � ROOF MEMBRANE � i 7 L — — — — — _- _ — — 771 \ i / 3� ROOF DECK-ELEV.+30'-5" VIS B.M.+11'-11" — — DN �� DN 42" HIGH S.S. 42' HIGH S.S. CA LE HANDRAIL CABLE HAND IL --- --- --- --- --- ---- --- --- - ---- ---- ---- --------- - - ---- --- -------- --- --- --- --- - ---- --------------- ---- ---- --- ---- --- ---- --- -------- - ---- --- ---- - -- - `° 36" HIGH S.S. CABLE HANDRAIL WOOD CAP RAIL WOOD CAP RAIL cn m m OVER PARAPET TO OVER PARAPET TO MATCH TREADS& MATCH TREADS& @ RISERS 18 TREADS @ 10" EA. = 15'-0" RISERS - 4 11'-11" 16 TREADS @ 11-1/2" EA.= 15'-4" WOOD TREADS&RISERS: N SEE FINISH SCHEDULE FOR WOOD SPECIES m 1 PLAN OF STAIR UP TO FIRST FLOOR PLAN OF STAIR UP TO ROOF DECK � SCALE: Ai- - — •--. SIM. 6 Al2 I 1 STEPLIGHTS IN 40 RISERS: SEE RCP _ FIRST FLOOR-ELEV.+18'-6" /� 1 FIRST FLOOR-ELEV.+18'-6" B.M.0'-0" I P.T.WOOD - - FRAMED STAIR B.M.0'0" 1 , FRAMED ROOF ♦ — BENEATH STAIR - - - RECESSED STEPLIGHT- - EE RCP I _ WOOD TREADS &RISERS: o ° WOOD CAP RAIL SEE FINISH SCHEDULE n w OVER TOP OF � FOR WOOD SPECIES Q iv RAILING w P.T. 2X12 STAIR I T STRINGERS $ 9 ti 12 3 U w � rn > INTERMEDIARY Al2 U U) SUPPORT AS w ° REQ'D STEPLIGHTS IN S.S. CABLE RAILING ��. RISERS: SEE RCP P ' WOOD CAP RAIL OVER TOP OF PARAPET FOOTING AS P.T. THRUST BLOCK CABLE HANDRAIL Al2 REQ'D CONCRETE PAD AT — F7 STAIR LANDING I GRADE.+8'-0" L ° — r� — — — — GRADE-ELEV.+8'-0" > B.M.-10'-6" - -10'-6" — — a , B.M. /\\/\\/\\/\\/\\/ °\\/\�j\\/\\/ \/\\ \/\\/\/\/\/\ / /\\��\// p \\/\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\// /\//\\//\\//\\/\\//\\//\\//\\//\\//\\//\\/\\ \\ \\/\\//\\//\\//\\//\\/� % % D A R C ` \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\� SECTION THROUGH STAIR SECTION THROUGH STAIR ♦ �. ENLARGED ELEVATION AT STAIR cc fir. M SCALE:1/2"=1'-0" SCALE:1/2"=1'-0" 3. qT� O F N�� 4 10" RECESSED I WOOD TREADS AND I I OOD TREADS AND RISERS: STEP LIGHT: RISERS:SEE FINISH 2X10 ACQ LEDGER BOARD ,�� EE FINISH SCHEDULE FOR SEE RCP BUILDING WRAP LAPS I SCHEDULE FLASHING WRAPPED OVER - 1/2"0 6"LAG BOLT @16"STAGGERED ^'`�` = WOOD SPECIES TOP MOUNTED ° --�] FLASHING S.S. RAILING I 5/4"THICK WOOD PARAPET WALL&LEDGER I. --- 2X10 ACQ HEADER JOIST x12 P.T. STAIR STRINGER POST CAP RAIL OVER TOP WOOD DECK OVER TAPERED - 3/4"GALVANIZED HOLLOW SPACERS 5/4"THICK ° OF RAILING SLEEPERS OVER PITCHED WOOD CAP ROOFING MEMBRANE FILLED w/SILICONE CAULK — - OVER TOP OF WOOD TREADS I 42" HIGH S.S. CABLE ° - -------------------- =-- - WOOD DECK PARAPET WALL AND RISERS:SEE i HANDRAIL FLASHING �' ° FINISH SCHEDULE OVER P.T. WOOD TREADS AND RISERS: FRAMING OVER TOP OF 1" SII ui�ao SEE FINISH SCHEDULE FOR OVER PARAPET WALL I WOOD TRIM N WOOD SPECIES ~TAPERED Ste[ BLOCKING AS w I ^i SLEEPERS REQ'D I NEOPRENE Q OVER PITCHED STAIR FRAMING LL ° SPACER BENEATH O STRANGER I O 7 _--------------------------------------- ROOFING 2 X 12 P.T. ? I. RECESSED STEP 12' 112' MEMBRANE T.P.O. I TOP MOUNTED S.S.STEPLIG ° SEE RCPHT �p -_---__----- -- - ---------------- 2X4 FRAMED WATERPROOF MEMBRANE I RAILING POST I ) PARAPET WALL 2X10 FRAMING _� I ---"--------"---------------- I 5/4"THICK WOOD SHINGLES -SEE I CAP OVER TOP OF - /// I �� cn FINISH SCHEDULE I PARAPET WALL _ _ w 2X10 = I FLASHING OVERTOP '� 2X12 FRAMED ROOF FRAMING '�'t I ° OF PARAPET WALL I a BENEATH STAIRS I I 1X4 T'&G#2 v I 2x12 P.T. FRAMING #2 CEDAR T&G ON STAIR WESTERN RED I FRAMED PARAPET WOOD TRIM ° 7 UNDERSIDE I I CEDAR CEILING I WALL a.I° I � 1 SIDING:WOOD i i P BUILDING WRAP I 2 X 12 P.T. STRINGER P.T. PLYWOOD FINISH OVER pD p I AREA BENEATH STAIR SHINGLES-SEE FINISH D.I I LAPS FLASHING - _ - _ _ _ _ SIDING:WOOD p I SCHEDULES I SHINGLES: SEE CONC. FOUNDATION I ° v I FINISH SCHEDULE I' p G p I• WALL p CONC. FLASHING STAIR DETAIL I '7 STAIR DETAIL I P FOUNDATION Q STAIR DETAIL I STAIR DETAIL 7 p I SCALE:1 1/2"=1'-0" I v WALL 8 SCALE:1 1/2"=1'-0" I I 9 SCALE:1 1/2"=1'-0" LA L I BERGDES GN COLLINS RENGIFO RESIDENCE STAIR DETAILS ARF-I T 88 OLD STONE HIGHWAY STRUCTURAL REVIEW JUN 13, 2017 WINDOW & DOOR PRICING II AUG 30, 2017 MILLWORK REVIEW II DEC 01, 2017 ADDENDUM 10 MAY 08, 2018 DATE: JUNE 06, 2019 C ECTU R E EAST HAMPTON, NEW YORK 11937 2175 BAY SHORE ROAD, GREENPORT, NY 11944 PROGRESS PRINT JUL 12, 2017 PROGRESS PRINT SEP 08, 2017 MILLWORK REVIEW III DEC 06, 2017 ISSUED FOR SCALE: AS NOTED WINDOW& DOOR PRICING JUL 17, 2017 MILLWORK REVIEW SEP 12, 2017 STRUCTURAL REVIEW FEB 13, 2018 BUILDING PERMIT JUNE 06, 2019 Tel: 91 7 328 3905 REF NO: 194 STRUCTURAL REVIEW II JUL 26, 2017 WINDOW & DOOR PRICING III OCT 11, 2017 PROGRESS PRINT FEB 22, 2018 PROGRESS PRINT AUG 23, 2017 PROGRESS PRINT NOV 01, 2017 ISSUED FOR PRICING MAR 13, 2018 17 TREADS @ 10" ' 42" HIGH S.S. CABLE 1_ 4 I,P 2X1 'T S1 HANDRAIL 7r' 5/4"THICK WOOD CAP OVER z 1z TOP OF PARAPET WALL FLASH OVER TOP OF I I I I I I z PARAPET WALL 42"HIGH S.S. CABLE HANDRAIL THRU FLOW PERF. GRATE G BO 16"ST GERED STAIR TREADS W/WOOD 10 AC WOOD RISERS: SEE FINISH SCHEDULE ----------- 1 NOSING 3/4"GALVANIZE WOOD DECK OVER HOLLOW SPAC S FILLEDw/SI ONE TAPERED P.T. FRAMING OVER PITCHED ROOF MEMBRANE 2X12 P.T. STAIR FRAMING D 1E di- 4.-�.- .THRU FLOW d— PERF. GRATE RIPUE 91 --- F''--' SCHEDULES PLAN OF STAIR AT FIRST FLOOR V�T4RDET�| WOOD DECK OVER TAPERED P.T. FRAMING OVER PITCHED ROOF MEMBRANE 42" HIGH S.S. CABLE FIRST FLOOR-ELEV.+18'-6" HANDRAIL L FIRST FLOOR-ELEV.+18'-6" `�~ om'u�r �� TORECESSED STEPLIGHT: SEE RCP WOOD CAP RAIL OVER RECESSED STEP TOP OF RAILING LIGHTS: SEE RCP P MOUNTED WOOD RISERS:SEE G.S. RA|L|NG o zo FINISH SCHEDULE POS 5/4^TH|CK � WOOD CAP WOOD CAP RAIL OVER OVER TOP OF . Lu TOP uFRAILING m PARAPET WALL ~ FLASHING CABLE HANDRAIL OVER TOP C}F PARAPET WALL 5/4" H|CKVVOODCAPOVER ~ c� WOOD RISERS:SEE2X4FRAMED w FINISH SCHEDULE TOP OFPARAPET WALL PARAPET WALL THRU FLOW PERF. �/w/mu��� THRUFLOW PERF. WOOD"' ' `"LE" 3X12P.T' GRATE STAIR TREADS P.T. 2X12 STAIR STRINGER CLADDING OUTSIDE STRINGERS OF STAIR STRINGERS ^ " SIDING:WOOD `--- BLOCKING AS u n uo SHINGLES_SEE REC>'O WOOD SHINGLES OVER � � /nnuFLOW PERF. FINISH SCHEDULE P.T.FOUNDATION WALL GRATE STAIR TREADS BENEATH STAIR: SEE FINISH SCHEDULE STAIR STRINGERS 1X4T&8#2 SLAB ON GRADE ATWESTERN RED JBASE OF STAIR CEDAR TRIM WRAPS _ -- AROUND STAIR | | | | | | | | BU|LD|NGVVRAP . . . . . . . . , � LAPS FLASHING | | | | \ | | __--_-__� ^ FLASHING SECTION THROUGH STAIR STAIR SECTION STAIR DETAIL `� 5 A11 V-6" T-0" Z-10" 1._9.. 4'-14" 2'-0" - — -- ( I HOOD EXHAUST o I OUTLINE OF I \ / I i COUNTERTOP I LOCATION o THROUGHR THROUGH ROOF cir I ABOVEI OF WINE REF iv / \ / \ / \ / \ / \ / \ DROPPED 6 ` // \\ CEILING A11 a I PULL PULL SINK BASE LOCATION PULL OUT / ` / \ PTD WD. / \ / ` / ` OUT OUT / \ PTD PANEL TO `y DRWS TRASH CABINET OF DW DRAWERS / \ CASING / \ / \ / MATCH CABINETS 0000 W F- WF- - _ - UPPER UPPER p W w \ / \ / - - / o // \\ CABINET d \ / \ / ` / CABINETS `\/ \// < SINK BASE Co t° WINDOW PER Q ?-� cf CABINET i•i `\ // SCHEDULE \ / \\ // \\ // \ / \ S.S. HOOD 'o A11 7 3 \ \\ // FAUCET PER \ / \ / \ / \ / \\ S.S. 4 A11 A11 \ \ / // SCHEDULE \ REFRIGERATOR 4" ENC) PANEL A11 `\ // L PTD . \\ /\ \ / GWB STONE STON COUNTERTO N STONE io PULL OUT 7 BACKSPLASH \ / \ TRASH i BACKSPLASH I / - - - - - - T T \ CO COSTONE �o' -.'G I OUTL T �o / - - � � BACKSPLASH � �i STONE . /. .. o.® ® ® ® o. ...- � COUNTERTOP o LOCATION PULL OUT PULL OUT LOCATION PULL OUT_ .-PULLOUT_ _ PULL OUT I MAGIC I o // / \ STONE / / iv OF REF DRAWERS DRAWERS OF OVEN DRAWERS DRAWERS DRAWERS BASE$A$IET CORER-I N _ / / \ PULL COUNTERTOP WINE ELECTRIC OVEN - - J M \ REF \ / OUT �? W1 INDUCTION PULL OUT TRASH BASE `'� \ / CNDUCTI / \ / DRAWERS I \ \ / / CABINET 3'-0" 1'-102 1-102" 3'-0" 1 -102 1 -102 1-102 1 -102 52" 2'-0" KITCHEN BASE CABINET PLAN KITCHEN EAST ELEVATION � KITCHEN SOUTH ELEVATION SCALE:1/2"=1'-0" J SCALE:1/2"=1'0° �1 SCALE:1/2"=1'-0" FAUCET PER SCHEDULE STONE FAUCET PER COUNTERTOP SCHEDULE �o�-- G F I G F I �-�o�-- 2 ISLAND PTD WD. PANELS PANEL TO MATCH TO MATCH CABINETS 3'-42" 10'-72' 4'-14" 2._0.. CABINETS �-KITCHEN ISLAND ELEVATION SOUTH ELEVATION � KITCHEN ISLAND WEST ELEVATION `' V •1 - 1 -- WI REF. co I .. LL d LL DW - 0 I I 000 0 � � � L o Luo w I - UPPER CABINET LINEAR LIGHT STONE COUNTERTOP FAUCET PER SCHEDULE i. �/- FIXTURE PER LINEAR LIGHT WINDOW PER RCP FIXTURE PER RCP SCHEDULE Q OU 3 w SINK PER SCHEDULE FAUCET PER SCHEDULE bN SINK PER SCHEDULE I PTD SIDE PANEL TO MATCH CABINETS FAUCET PER co (L SINK AND STOVE STONE COUNTERTOP I SCHEDULE STONE LI' - COUNTERTOP �\ PTD SIDE PANEL I INDUCTION COOKTOP W/ELECTRIC OVEN BELOW STONE BACKSPLASH STONE \/ TO MATCH CABINETS COUNTERTOP - FAUCET PER SCHEDULE STONE FAUCET PER 17 COUNTERTOP SCHEDULE D STONE / / \ \ / .� c4 5 RAO( o UPPER /- - - - - - - - - - - - - - - - \ - - - - - COUNTERTOP / / / \ \ / ,� �� p �„ ii CABINET / / \ A. UPPER \LOCATION UPPER UPPER UPPER N o o / PULL OUT \ DW / / PULL OUT CABINET OF HOOD CABINET CABINET CABINET BASE CABINET ih �;� TRASH \ / \ / DRAWERS BASE CABINET KITCHEN / -- -- 1._ ISLAND Nx 3'-0" 3'-9" 3'_01, 3�_9.� 3,_9,. 2'-52„ FOP NEtiN KITCHEN UPPER CABINET PLAN KITCHEN EAST ELEVATION �SCALE N ISLAND NORTH ELEVATION 1'-0" NOTES: 3'-3" 3'-0" 1'-6" 3'-3" 3'-0" 1'-6" 1. ALL CABINETRY TO BE PROVIDED BY EAST END COUNTRY KITCHENS UPPER UPPER UPPER M PULL N CABINET CABINET CABINET o OPEN SINK BASE OUT O / \ �— WINDOW ii SHELVING CABINET iv o WINDOW PER / \ UPPER / \ PER TRASH I �. : iv / \ \ SCHEDULE / \ CABINET z c� WINDOW io / // `\ SCHEDULE DOOR PER (y) PER ih W/ ih / \ UPPER SCHEDULE �PTD \ / SCHEDULE ADJUSTABLE / CABINET N \ / GWB 7 \ / SHELVING - W UPPER I CABINET \ / _ ADJUSTABLE UPPER I- SHELVING 13/14 12 11 bN - N \\ // \ / // CABINET PTD o �GWB - -� EXTERIOR A11 A11 A11 / STONE r STAIR N C\ 'O C\ o \\ // // Q—. STONE BACKSPLASH - BEYOND "v 2'-5.. 5'-34" \\ 2._5.. 5'-34" \\ N BACKSPLASH rn DRYER _ J STONE 00 STONE FAUCET PER `V FAUCET - J BACKSPLASH J IN / \/ \ 'iN LE o PER - F - - - - - r —- `� STONEE ® ® SCHEDULE o J COUNTERTOP �iN I LOCATION I riN / \ / PULL OUT STACKABLE OPEN BASE �r OF STACKED _I UPPER / \ TRASH BASE F - WASHING CABINET N I W/D I 04 CABINET - / / \ I ce, \ / BASE WASHER M CABINET MACHINE CABINET r J AND DRYER OPEN ® ® SHELVING ❑ PTD WD BASE Cq) PANTRY BASE CABINET PLAN *P�ANTRY UPPER CABINET PLAN PANTRY NORTH ELEVATION WPANTRY SOUTH ELEVATION �PANTRY WEST ELEVATION PANTRY WEST ELEVATION SCALE:1/2"=1'0" CLE:1/2"=1'-0" 11 SCALE:1/2"=1'-0" ALE:1/2"=1'-0" =1'-0" 14 SCALE:1/2"=1'-0" BERGDES GN COLLINS RENGIFO RESIDENCE KITCHEN PLANS AND ELEVATIONS ARCH TECTURE 88 OLD STONE HIGHWAY 2175 BAY SHORE ROAD, GREENPORT, NY 11944 STRUCTURAL REVIEW JUN 13, 2017 WINDOW & DOOR PRICING II AUG 30, 2017 MILLWORK REVIEW II DEC 01, 2017 ADDENDUMAl MAY 08, 2018 DATE: JUNE 06, 2019 EAST HAMPTON, NEW YORK 11937 PROGRESS PRINT JUL 12, 2017 PROGRESS PRINT SEP 08, 2017 MILLWORK REVIEW III DEC 06, 2017 ISSUED FOR SCALE: AS NOTED Tel: 917 328 3905 WINDOW& DOOR PRICING JUL 17, 2017 MILLWORK REVIEW SEP 12, 2017 STRUCTURAL REVIEW FEB 13, 2018 BUILDING PERMIT JUNE 06, 2019 REF NO: 194 STRUCTURAL REVIEW II JUL 26, 2017 WINDOW & DOOR PRICING III OCT 11, 2017 PROGRESS PRINT FEB 22, 2018 PROGRESS PRINT AUG 23, 2017 PROGRESS PRINT NOV 01, 2017 ISSUED FOR PRICING MAR 13, 2018 i SHOWER DOOR 3'-0" T-0" 2'-6" 2'-10" WALL TILE / WINDOW PER PTD SCHEDULE C? / o �PTD - O — ® N DOOR PER N Gw67 GWB7 WALL TILE 0 pWINDOW PER SCHEDULE DOOR PER // SCHEDULE iv Doo L � SCHEDULE / SHOWER O TOWEL BAR / PTD P / HEAD •= FRAMELESS GWB7 / GWB7 \ // RECESSED \, _ SHOWER U) TOILET PER TILE FLOOR HEAD BEYOND GLASS SCHEDULE RECESSED \ / MEDICINE \ ENCLOSURE TP HOLDER SHOWER PANELSS - _ \ / / / CABINET \\ SHOWER ITEMPERED/ N o / MEDICINE o SHOWER SHOWER VANITY PER DOOR PER `Y' / CABINET Z•i \ MIRROR FROST WINDOW -CONTROLS CURB SCHEDULE SCHEDULE / \ TEMPERED \ 1/2 WAY UP Lo SHOWER FAUCET PER \ \ DOOR GLASS CONTROLS SHOWER I HEAD SCHEDULE SHOWER \ \ \ / SHOWER \ FAUCET PER GFI OUTLET FAUCET PER = \ SCHEDULE SCHEDULE CONTROLS I— — — — —1 23/4" V-6" 7y4" cv. BEYOND N _ \\ STONE // a SINK PER O 6 2'-4y4 N \ BACKSPLASH / o TOWEL BAR \ TO MATCH N / / SCHEDULE . LINEN CLOSET 9 - WALL MOUNTED ro \ COUNTERTOP iv / VANITY PER j TOILET MED. CAB. N \ / SCHEDULE j SHOWER CURB \ VANITY PER / WALL MOUNTED D / „ " " 2'-834" / PTD.WD. \ SCHEDULE / TOILET TEMP. GLASS 3-0 1'-6 1-6 2-6 1 BASEBOARD \ o / SHOWER DOOR SHOWER CURB SHOWER CURB w/STONE TOP BATHROOM PLAN 2�BAATHROOM NORTH ELEVATION BATHROOM EAST ELEVATIONBATHROOM SOUTH ELEVATION BATHROOM WEST ELEVATION SCALE:1/2"=1'-0" 1'-0" J SCALE:1/2"=1'-0" 4-A> SCALE:1/2"=1'-0" J SCALE:1/2"=1'-0" iM V-2�4" 2'-6" 1'-2y4" 4'-0" WALL TILE \ / WALL TILE PTD.WD. \ CASING "; `? DOOR PER // �? iv N SCHEDULE N \ / WINDOW PEF - WALL / — TEMPERED io TOWEL,/ GLASS \ // SCHEDULE SCONCE BAR SHOWER ........ SHOWER / PANEL /.. \ HEAD O TP HOLDER w /// TOILET PER SHOWER HEAD \ 'j' \ CUSTOM . \ \ RECESSED o / MIRROR io SCHEDULE AND CONTROLS MIRROR / \ MEDICINE VANITY PER 'ri 7 TEMPERED \ CABINET M SCHEDULE / GLASS MEDICINE \ \ \ FAUCET PER FAUCET SHOWER \ CABINET SCHEDULE PER / DOOR \ \ o / \ N SHOWER CURB AND o SCHEDULE o FAUCET FRAMELESS GLASS SHOWER FAUCET PER GFI OUTLE / O.. . lei.. .. .. .. SHOWER / \ / CONTROLS SCHEDULE PER Q I I / TOWEL BAR / O SCHEDULE v ENCLOSURE . N BEYOND .. / VANITY PER w / iv �... / SCHEDULE _ _ — VANITY PER / _ — — SCHEDULE iv TILE FLOOR DOOR PER —��� o M / _ — 0 VANITY PER WALL TILE M ' SCHEDULE `� SCHEDULE \ WALL TILE `' \.... / — _ WALL co .... ... . . { \..... / TOILET MOUNTED D SHOWER CURB SHOWER CURB w/STONE TOP MASTER BATH PLAN M ASTER BATH NORTH ELEVATION MASTER BATH EAST ELEVATION MASTER BATH SOUTH ELEVATION MASTER BATH WEST ELEVATION /^1 SCALE:1/2"=1'-0" SCALE:1/2"=1'-0" U SCALE:112"=1'-0" ' SCALE:1/2"=1'-0' 0 SCALE:1/2"-1'-0' WOOD / WOOD WOOD WOOD \\ // OUTLINE OF CLAD \ / CLAD CLAD CEILING OPEN TO CEILING - CLAD °' CEILING o OPEN TO SHOWER BEYOND BEYOND q CEILING iv BEYOND " 1 1-6 3-0' / SHOWER SHOWER SHOWER I SHOWER HEAD HEAD HEAD HEAD SHINGLE BEYOND CLAD DOOR WOOD CLAD SHINGLE TO MATCH / DOOR TO o CEDAR 0 °0 -r ' EXTERIOR MATCH CLAD DOOR WALL TILE CLAD DOOR 00 o SIDING / CEILING TO MATCH \ TO MATCH o z w 0 H co 9 / AND DECK SIDING OR SIDING 0 (n N O g SHOWER -I SHOWER 11' I D m V WALL TILE \ io SHOWER LC SHOWER F,R q R CONTROLS Q CONTROLS CONTROLS CONTROLS ��� RAOU4 %-/x WALL TILE BEYOND + C? �� WALL TILE BUILT IN / , p �� m BUILT IN \ WOOD CLAD BUILT IN - BENCH BUILT IN WOOD CLAD \ WOOD CLAD ��' F .b 1 BENCH coM — BENCH WOOD DECK SHON/ER — — — SHOWER HEAD BENCH BEYOND ;`y � � oTQ� DOOR WOOD DECK \ OPEN TO r WOOD DECK - - WOOD DECK PITCHED TO PITCHED TO o WOOD DECK 19 PITCHED TO \ OPEN TO i �`� 2822 DRAIN BEYOND ` DRAIN PITCHED TO DRAIN ]� BEYOND \ �� N \N = DRAIN — — J SHOWER — SHOWER `'�� SHOWER SHOWER OUTDOOR SHOWER PLAN OUTDOOR SHOWER NORTH ELEVATION OUTDOOR SHOWER EAST ELEVATION OUTDOOR SHOWER SOUTH ELEVATION Q OUTDOOR SHOWER WEST ELEVATION (� OUTDOOR SHOWER WEST ELEVATION �`'�' SCALE:1/2'=1'-0" �J SCALE;1/2"=1'-0" 16 SCALE:1/2"=1'-0" 17 SCALE:1/2"=1'-0" 1�+ SCALE:1/2"=1'-0" 1 SCALE:1/2"=1'-0" /F7 - BERGDEC') GN COLLINS RENGIFO RESIDENCE BATHROOM ELEVATIONS 88 OLD STONE HIGHWAY 2175 BAY SHORE ROAD, GREENPORT, NY 11944 STRUCTURAL REVIEW JUN 13, 2017 WINDOW & DOOR PRICING II AUG 30, 2017 MILLWORK REVIEW II DEC 01, 2017 ADDENDUM 10 MAY 08, 2018 DATE: JUNE 06, 2019 ARCH TECTURE EAST HAMPTON, NEW YORK 11937 PROGRESS PRINT JUL 12, 2017 PROGRESS PRINT SEP 08, 2017 MILLWORK REVIEW III DEC 06, 2017 ISSUED FOR SCALE: AS NOTED Tel: 917 328 3905 WINDOW& DOOR PRICING JUL 17, 2017 MILLWORK REVIEW SEP 12, 2017 STRUCTURAL REVIEW FEB 13, 2018 BUILDING PERMIT JUNE 06, 2019 REF NO: 194 STRUCTURAL REVIEW II JUL 26, 2017 WINDOW & DOOR PRICING III OCT 11, 2017 PROGRESS PRINT FEB 22, 2018 PROGRESS PRINT AUG 23, 2017 PROGRESS PRINT NOV 01, 2017 ISSUED FOR PRICING MAR 13, 2018 DOOR TYPE A-SECTION DOOR TYPE B-SECTION PTD GW67 WALL FINISH VARIES <<` f DOOR HEADER 314 I WALL FINISH VARIES CONTINUOUS WD BLOCI SLIDING HARDWARE 77 PAINTED WOOD CASING , PER SCHEDULE FIXED SHELF VARIES 77 717 rk VARIES 314"_ 5118" 1/2"x 4"WOOD FASCIA 314" PAINTED WOOD FRAME PANEL 13/4"THK PAINTED SOLID 1 3n PAINTED CORE WOOD DOOR SOLID CORE DOORS CLOTHING RF ROD FLOOR GUIDES TILE OVER 114"THK THINSET SEE FLOOR DETAILS 1/2"THK CEMENT FINISH FLOOR FINISH FLOOR BACKER BOARD W/FILLED JOINTS DOOR PER _ -_- -- EXISTING WALL SCHEDULE 1/2"THICK FRAMELESS- ASSEMBLY OR NEW - cn FRAMED GWB WALL NOTE:PVC PAN TO BE GLASS SHOWER o, EXTEND PVC MEMBRANE A SEAMLESS MEMBRANE ENCLOSURE 3 MIN OF 6"ABOVE HEIGHT OF FINISHED CURB WEEP HOLE NEW CURB— ',,� '? REINFORCED MORTAR FILL; GRAVEL AROUND WEEP HOLES SLOPE 1/4"PER FOOT TO DRAIN FOLD LEAD OVER CURB ___ WALL FINISH VARIES PAINTED WOOD CASING 1/2"THK CEMENT BACKER PVC SHOWER PAN !s PAINTED WOOD BOARD WITH FILLED JOINTS SLOPE NEW TILE FLOORI�t PAINTED WOOD FRAME CASING 1 314"THK PAINTED SOLID PAINTED WOOD JAMB ' CORE WOOD DOOR --'- -- - - _ --- ----- -------------_--_--` - ---=- ------ -------- ----- ---------- -------- - '_-------------_ -_- - - - - - _------ -- _ --- LATCHSET PER SCHEDULI 314 5118 1 3"PAINTED - --- - --- - --- - I I I IF S&ID CORE DOOR — --- -— — — L_i PULL PER SCHEDULE EXISTING UNDERLAYMENT NEW 2-PIECE CLAMPING TYPE DRAIN 13/4"THK PAINTED SOLID L CONNECT NEW FLOOR DRAIN 5118" CORE WOOD DOOR PAINTED WOOD JAMB BACK TO WASTE 314"i PAINTED WOOD FRAME N HINGE PER SCHEDULECAIS NG NTED WOOD '' (r,"_PAINTED WOOD BASE BELOW M AINTED WOOD CASING 'f. WALL FINISH VARIES WALL FINISH VARIES ;. HINGED DOOR-PLAN SEOT ON DOUBLE SLIDER•PIAN SEMON TYPICAL INTERIOR DOOR DETAILS TYPICAL SHOWER DETAIL TYPICAL CLOSET DETAIL 5112" 5112" I 3_i 112° _I VARIES13� 112" � �� !I VAPOR BARRIER VAPOR BARRIER „Y, MFR.RECOMMENDED VAPOR BARRIER MFR,RECOMMENDED SETTING BED GROUT SETTING BED GROUT 112"PTD.GWB 1 COLOR TBD BY ARCHITECT COLOR TBD BY ARCHITECT TILE 9. ` 1!2 PTD.GWB ;a TILE 2 X 6 FRAMING 112"CEMENT BOARD 2 X 4 FRAMING 112"PTD.GWB 1/2"CEMENT BOARD THERMAFIBER SOUND ?t tl THERMAFIBER SOUNDs �� VARIES J— VARIES ATTENUATING BLANKET d; ATTENUATING BLANKET FRAMING AS REQ'D I 314"PLYWOOD 2 X 6 FRAMING 1"RIGID INSULATION THIN SET FLOOR TILE �I. - THERMAFIBER SOUND VIF 30 LB.BUILDING FELT THERMAFIBER SOUND y7 ATTENUATING BLANKET THERMAFIBER SOUND 5/8'THK TYPE X GWB SINGLE —THIN SET FLOOR TILE AND GROUT ATTENUATING BLANKET ATTENUATING BLANKET LAYER USE WATER RESISTANT AND GROUT SEE FINISH ATE WITH CONCRETE FOUNDATION ( SCHEDULE DOORS: CEDAR SHINGLES 3/4"PLYWOOD °a ,V WALL 1/2"PTD AT BATHROOM WALLS) 112"CEMENT BOARD -` STONE SADDLE AT ' - - 30 LB.BUILDING FELT ;Y r CATION _ FLOOR P�R OWNERNARCHITECT WD UNPAGED BATT INSULATION UNFACED BATT INSU CEDAR SHINGLES 2 X 4 FRAMING NEW PAINTED WOOD BASE NEW THINSET TILE N NEW WOOD FINISH FLOOR FI ISH SCHEDULE THROUGHOUT 314"SUB FLOOR 314"SUB FLOOR I NEW WOOD FLOOR NEW 112 CEMENT BACKER 314"PLYWOOD SUB FLOOR AND PLYWOOD SUBFLOOR BOARD ON FRAMING USE FLOOR STRUCTURE FLOOR STRUCTURE GREEN BOARD AT NON WET LOCATIONS EXISTING FLOOR ,� 5-1/2"EXTERIOR WALL-GWB INTERIOR 2 5-1/2"EXTERIOR WALL-TILE INTERIOR 3 3-112"FURRED WALL-GWB 4 INTERIOR PARTITION (WIDTH VARIES) 5 3-11�INTERIOR" P RTITION-GWB 1TILE STRUCTURE TO REMAIN SCALE:1-1/2"=1'-0" SCALE;1-112"=1'0" SCALE:1-112"=1'-0" SCALE:1-112"=1'•6" SCA NEW TILE FLOOR NEW WOOD FLOOR TRANSITION DETAIL TYPICAL TRIM DETAILS TYPICAL FLOOR DETAILS �•� PI AL WALL TYPE v SCALE:1 1/2"=1'-0^ SCALE:1 1/2"=1'-0" FINISH FLOORING 3/4"PLYWOOD SUBFLOOR 1 1/2"RIGID INSULATION WITH 3/8" GAP FOR EXPANDING FOAM _ 1st FLR ELEV+18'-0" B.M. O'-0" INSTALL EXPANDING-FOAM SEALANT AT PERIMETER GAPS AROUND RIGID INSULATION i i 2X10 FLOOR JOISTS i FIBERGLASS BATT INSULATION CONTINUOUS BEAD OF SEALANT 1 1/2"RIGID INSULATION i I I I BENEATH FLOOR JOISTS �4"[ ROPPED GIRDER '\_ 2X4 HANGER AS REQ'D �AD BLOCKING AS REQ'D FOR -� -� CEILING SUPPORT V cr1', —1 _ CEILING +15'-9 3/4"jk B.M.-2'-2 1/4" PLYWOOD BACKING 028 T&G CEDAR CEILING op FLOOR ASSEMBLY DETAIL AT FIRST FLOOR BERGDEE3 GN COLLINS RENGIFO RESIDENCE TYPICAL DETAILS ARCH TE T 88 OLD STONE HIGHWAY 2175 BAY SHORE ROAD, GREENPORTNY 11944 STRUCTURAL REVIEW JUN 13, 2017 WINDOW & DOOR PRICING II AUG 30, 2017 MILLWORK REVIEW II DEC 01, 2017 ADDENDUM l MAY 08, 2018 DATE: JUNE 06, 2019 CURE EAST HAMPTON, NEW YORK 11937 , PROGRESS PRINT JUL 12, 2017 PROGRESS PRINT SEP 08, 2017 MILLWORK REVIEW III DEC 06, 2017 ISSUED FOR SCALE: AS NOTED Tel: 917 328 3905 WINDOW & DOOR PRICING JUL 17, 2017 MILLWORK REVIEW SEP 12, 2017 STRUCTURAL REVIEW FEB 13, 2018 BUILDING PERMIT JUNE 06, 2019 REF NO: 194 STRUCTURAL REVIEW it JUL 26, 2017 WINDOW & DOOR PRICING III OCT 11, 2017 PROGRESS PRINT FEB 22, 2018 PROGRESS PRINT AUG 23, 2017 PROGRESS PRINT NOV 01, 2017 ISSUED FOR PRICING MAR 13, 2018 — EDGE OF JAMB — EDGE OF JAMB 5/4"THICK WOOD EXTENSION BEYOND 5/4"THICK WOOD EXTENSION BEYOND EXTENSION JAMB AROUND _ SHINGLE SIDING: EXTENSION JAMB AROUND SHINGLE SIDING: ENTIRE WINDOW:SEE SEE FINISH ENTIRE WINDOW:SEE FINISH SCHEDULE SEE FINISH FINISH SCHEDULE — SCHEDULE OUTSIDE SCHEDULE PLYWOOD SHEATHING OUTSIDE PLYWOOD SHEATHING r-•- 1/4" SHIM SPACE (TYP.) 4 BUILDING WRAP 1/4"SHIM SPACE(TYP.) BUILDING WRAP PER WALL TYPES PER WALL TYPES WALL INSULATION — /V7 WINDOW WALL INSULATION / --- = -_ ASSEMBLY OPERABLE WINDOW PER SCHEDULE WOOD FRAMING WOOD FRAMING 1 INTERIOR FINISH: 1„ INTERIOR FINISH: 3" g VARIES 3" 8 VARIES 1/2"THICK PTD. 1/2"THICK PTD. WOOD CASING WOOD CASING PLAN DETAIL AT FIXED WINDOW PLAN DETAIL AT OPERABLE WINDOW 1 SCP LE:3"=1'-0" J SCALE:3"=1'-0" HEADER PER S-DWGS FINISH WOOD SHINGLES-SEE - CEILING FINISH SCHEDULES fill HEADER PER BUILDING WRAP S-DWGS LAPS FLASHING , FINISH LEAD COATED COPPER WOOD SHINGLES-SEE CEILING HEAD FLASHING w/DRIP ""�" - - -� FINISH SCHEDULES 1/2"THICK PTD.WD. ' 5/4"WOOD FLUSH CASING BUILDING WRAP - EXTENSION HEAD LAPS FLASHING co OPERABLE WINDOW LEAD COATED COPPER PER SCHEDULE HEAD FLASHING w/DRIP � ,. ._ W - 1/2"THICK PTD.WD. 5/4"WOOD EXTENSION AD FLUSH CASING 5/4"CLEAR CEDAR fill TRIM FIXED WINDOW PER fl I SCHEDULE 2 x 6 PT FRAME w/ I DIAGONAL BRACE III; I EDGE OF JAMB - 1„ jp EDGE OF CASING EDGE OF JAMB 1„ EDGE OF CASING 3/4"PT PLYWOOD BEYOND BEYOND BEYOND BEYOND 5/4"WOOD EXTENSION - WOOD EXTENSION 5/4"WOOD EXTENSION JAMB: SLOPED AT SILL JAMB JAMB: SLOPED AT SILL WOOD EXTENSION JAMB 30 LB BUILDING FELT - I TO DRAIN r TO DRAIN �- FULLY SOLDERED - FULLY SOLDERED LEAD COATED COPPER LEAD COATED COPPER SILL PAN w/END DAMS 2 SILL PAN w/END DAMS 2" INTERNAL DIAGONAL BRACE I1 14� 14" WOOD SHINGLES lo (COURSES TO ALIGN lI WITH WALL SHINGLE ll COURSES) I _ _ I 5/4"CLEAR CEDAR TRIM 2 SECTION DETAIL AT FIXED WINDOW ,� SECTION DETAIL AT OPERABLE WINDOW rp� SECTION DETAIL AT SHINGLE CLAD EXTERIOR DOORS SCALE:3"=1'-0" `f SCALE:3"=1'-0" RED A RAOL l w cc u. n BERGDES GN COLLINS RENGIFO RESIDENCE WINDOW & DOOR DETAILS ARCH 'TE CTU R E 88 OLD STONE HIGHWAY 2175 BAY SHORE ROAD, GREENPORT, NY 11944 STRUCTURAL REVIEW JUN 13, 2017 WINDOW & DOOR PRICING II AUG 30, 2017 MILLWORK REVIEW II DEC 01, 2017 ADDENDUMAl MAY 08, 2018 DATE: JUNE 06, 2019 EAST HAMPTON, NEW YORK 11937 PROGRESS PRINT JUL 12, 2017 PROGRESS PRINT SEP 08, 2017 MILLWORK REVIEW III DEC 06, 2017 ISSUED FOR SCALE: AS NOTED Tel: 917 328 3905 WINDOW& DOOR PRICING JUL 17, 2017 MILLWORK REVIEW SEP 12, 2017 STRUCTURAL REVIEW FEB 13, 2018 BUILDING PERMIT JUNE 06, 2019 REF NO: 194 STRUCTURAL REVIEW II JUL 26, 2017 WINDOW& DOOR PRICING III OCT 11, 2017 PROGRESS PRINT FEB 22, 2018 PROGRESS PRINT AUG 23, 2017 PROGRESS PRINT NOV 01, 2017 ISSUED FOR PRICING MAR 13, 2018 EXTERIOR DOOR SCHEDULE INTERIOR DOOR SCHEDULE NO. TYPE FRAME SIZE MATERIAL OPERATION MANUFACTURER HARDWARE SET NOTES OPERATION SCREEN MANUFACTURER HARDWARE SET NOTES WIDTH HEIGHT NO. TYPE ROUGH OPENING FRAME SIZE MATERIAL WIDTH HEIGHT WIDTH HEIGHT 103A A 2'-6" 9'-0" SOLID CORE WOOD DOOR LH - - _ 001A - 5'-0 1/2" 9'-0" 1/2" 2'-6" EA. 9'-0" P.T.WOOD / SHINGLES PAIR SWING CUSTOM BUILT SHINGLE CLAD - SEE DETAIL ON A17 105A A 2'-0" EA. 9'-0" SOLID CORE WOOD DOOR SLIDING - - 2 DOORS 002A - 2'-6 1/2" 7'-0 1/2" 2'-6" 7'-0" P.T. WOOD /SHINGLES RIGHT HANDED CUSTOM BUILT SHINGLE CLAD - SEE DETAIL ON A17 106A B 2'-611 9'-0" SOLID CORE WOOD DOOR RH - - - 003A - 5'-0 1/2" 91-0111/2" 2'-6" EA. 9'-0" P.T. WOOD / SHINGLES PAIR SWING CUSTOM BUILT SHINGLE CLAD - SEE DETAIL ON A17 107A B 2'-6" EA. 9'-0" SOLID CORE WOOD DOOR SLIDING - - 2 DOORS 0036 - 5'-0 1/2" 9'-0" 1/2" 2'-6" EA. 9'-0" P.T. WOOD / SHINGLES PAIR SWING CUSTOM BUILT SHINGLE CLAD - SEE DETAIL ON A17 108A A 2'-6" 9'-0" SOLID CORE WOOD DOOR RH - - - ///�_�y 004A - 2-6 1/211 7'-0 11/2 „ 2;611 7;0, P.T. WOOD /SHINGLES RIGHT HANDED CUSTOM BUILT SHINGLE CLAD - SEE DETAIL ON All 109A A 2'-611 9'=0" SOLID CORE WOOD DOOR LH - - - ��`� �AOV 0`5' 004B - 5'-0 1/2 9-0 1/2 2-6 EA. 9-0 P.T. WOOD/SHINGLES PAIR SWING CUSTOM BUILT SHINGLE CLAD - SEE DETAIL ON A17 110A A 2'-611 9' 0" SOLID CORE WOOD DOOR RH - - `? �� r Ul ria` 005A - 2'-6 1/2 8'-0 1/2 2'-611 51-011 P.T. WOOD/SHINGLES LEFT HANDED CUSTOM BUILT SHINGLE CLAD - SEE DETAIL ON A17 111A A 2'-6" 9'-0" SOLID CORE WOOD DOOR LH " 18'-0 9'-0" 4 PANEL SLIDER X ZOLA - SAFETY GLAZING PER NYS CODE 112A A 1'-6" 7'-0" SOLID CORE WOOD DOOR RH 100A 18'-1" 9'-1 11 11 11 19 _ 2 PANEL SLIDER X ZOLA - SAFETY GLAZING PER NYS CODE 113A A 2'-6" 9'-0" SOLID CORE WOOD DOOR RH - - - 9�' - 1008 - 6-1 9-1 6-0 9-0 O. F�Ny 101A - 9'-1" 9'-1" 9'-0" 9'-0" - 2 PANEL SLIDER X ZOLA SAFETY GLAZING PER NYS CODE 114A A 2'-6" 9'-0" SOLID CORE WOOD DOOR RH - - 3'-16" 9'-0" HINGED - LEFT HANDED X ZOLA - SAFETY GLAZING PER NYS CODE 104A " 5'-4" 9'-1" SIDELIGHT TO UNIT 104A 1'-9" 9'-0" FIXED - ZOLA 1046 SAFETY GLAZING PER NYS CODE APPLIANCE & FIXTURE SCHEDULE — NOTES: FOR ZOLA DOOR PRICING PLEASE CONTACT ZOLA REP MATT NEWMAN FOR QUOTE• matt@zolawindows.com -Office - 303.578.0001 - Direct- 970-457-8014 - Mobile -402-312-5014 LOCATION NAME MODEL# MANUFACTURER DIMENSIONS COLOR/ FINISH QTY. PROVIDED BY NOTES LINK ALL GLAZING TO BE IMPACT RATED H 48"/72"/96" W 34" D ALL OPERABLE UNITS TO BE ORDERED w/ INSECT SCREEN DOORS LIVING ROOM 101 FIREPLACE MALM DESIGN WITHIN REACH 34" WHITE 1 CONTRACTOR VERIFY IN FIELD ALL R.O. DIMENSIONS PRIOR TO ORDERING HEARTH HALF CIRCLE HEARTH PLATE MORSO 100 CM X 120 CM BLACK 1 CONTRACTOR HEARTH PLATE CONFIRM WINDOW HARDWARE W/OWNER PRIOR TO ORDERING SINK KHU32 KRAUS 30" W x 17 H x 10" D S.S. 2 EEC KITCHEN FOOD WASTE DISPOSER EXCEL INSINKERATOR - S.S. 2 EEC KITCHEN WASTE DISPOSAL WINDOW SCHEDULE - DATE UPDATED 03/12/18 FAUCET MINTA GROHE - CHROME 2 EEC KITCHEN NO. TYPE ROUGH OPENING FRAME SIZE MATERIAL OPERATION INSECT SCREEN MANUFACTURER NOTES KITCHEN 102 DISHWASHER G 4998 Vi AM MIELE 24" W PANELABLE 1 EEC KITCHEN DISHWASHER WIDTH HEIGHT WIDTH HEIGHT COOKTOP NIT5666UC BOSCH 27" W x 21" H BLACK 1 EEC KITCHEN WALL OVEN H 6180 BP MIELE 30" S.S./BLACK 1 EEC KITCHEN 101A - 3'-0" 5'-6" ALUM. /GLASS CASEMENT- RH X ZOLA - REFRIGERATOR CS 2061 LIEBHERR 36"W PANELABLE 1 EEC KITCHEN 101B - 81-71/2111 5'-6" ALUM. / GLASS FIXED ZOLA 101C - 14'-8 1/2" 9'-1" 3'-0" 5'-6" ALUM. / GLASS CASEMENT- LH X ZOLA - WASHER W 3048 MIELE 24" W x 24" D x 33" H WHITE 1 CONTRACTOR WASHER 101D 71-33/4111 3'-6" ALUM. /GLASS FIXED ZOLA SAFETY GLAZING PER NYS CODE STORAGE 103 DRYER T 8033 C MIELE 24" W x 23" D x 34" H WHITE 1 CONTRACTOR DRYER 101E - 7'-3 3/4" 3'-6" ALUM. /GLASS FIXED ZOLA SAFETY GLAZING PER NYS CODE 102A 6'-1" 5'-7" 3'-0" 5'-6" ALUM. /GLASS CASEMENT- RH X ZOLA - TOILET AQUTA/CT418F( )G TOTO _ WHITE 1 CONTRACTOR TOILET 102B - 3'-0" 5'-6" ALUM. /GLASS CASEMENT- LH X ZOLA - TOILET SEAT SS114#01 TOTO - WHITE 1 CONTRACTOR 103A - 4'-1" 2'-1" 4'-0" 2'-0" ALUM./GLASS AWNING X ZOLA - _ FLUSH PLATE YT820#CP TOTO CHROME 1 CONTRACTOR FLUSH PLATE 106A - 3'-0" 5'-6" ALUM. /GLASS CASEMENT- LH X ZOLA - IN WALL CARRIER CWT418MFG-2#01 TOTO - - 1 CONTRACTOR CARRIER 106B - 91-111 91-111 6'-0" 5'-6" ALUM. /GLASS FIXED ZOLA - MEDICINE CABINET CATALAN KOHLER 24" W x 36" H x 4 3/4" D - 1 CONTRACTOR MEDICINE CABINET 106C - 6'-0" 3'-6" ALUM. / GLASS FIXED ZOLA SAFETY GLAZING PER NYS CODE TOWEL BAR CUBE 2 / 19-01 NEWPORT BRASS 24" W CHROME 1 CONTRACTOR 106D - 3'-0" 3'-6" ALUM. /GLASS AWNING X ZOLA SAFETY GLAZING PER NYS CODE TP HOLDER CUBE 2/ 19-28 NEWPORT BRASS - CHROME 1 CONTRACTOR 108A - 2'-1" 4'-1" 2'-0" 4'-0" ALUM. /GLASS AWNING X ZOLA - WHITE HIGH 109A - 3'-0" 5'-6" ALUM. /GLASS CASEMENT- LH X ZOLA - BATHROOM 108 VANITY XL659102222 DURAVIT 31 1/2" x 18 1/2" Inch WHITE 1 CONTRACTOR GLOSS DECOR 109B - 8'-0" 5'-6" ALUM. /GLASS FIXED ZOLA - SINK 030480 DURAVIT 33 1/2" WHITE 1 CONTRACTOR SINK lit-illFAUCET SECANT/2040 NEWPORT BRASS - CHROME 1 CONTRACTOR 109C - 8'-0" 3'-6" ALUM. / GLASS FIXED ZOLA SAFETY GLAZING PER NYS CODE 109D - 3'-0" 3'-6" ALUM. / GLASS AWNING X ZOLA SAFETY GLAZING PER NYS CODE THERMOSTATIC TRIM SECANT/4-2044BP NEWPORT BRASS - CHROME 1 CONTRACTOR 109E - 3'-0" 5'-6" ALUM. /GLASS CASEMENT- LH X ZOLA - BALANCE PRESSURE 1-594 NEWPORT BRASS - - 1 CONTRACTOR 109F - 7'-0" 5'-6" ALUM. /GLASS FIXED ZOLA SAFETY GLAZING PER NYS CODE DIVERTER 1-617 NEWPORT BRASS - - 1 CONTRACTOR 101-1 109G - 11 91-111 7'-0" 3'-6" ALUM. /GLASS FIXED ZOLA SAFETY GLAZING PER NYS CODE SHOWER HEAD EUPHORIA CUBE 150/27705000 GROHE - CHROME 1 CONTRACTOR 109H 3'-0" 3'-6" ALUM- /GLASS AWNING X ZOLA SAFETY GLAZING PER NYS CODE HANDSHOWER EUPHORIA CUBE/27888000 GROHE - CHROME 1 CONTRACTOR 110A - 3'-0" 5'-6" ALUM. /GLASS CASEMENT- LH X ZOLA SAFETY GLAZING PER NYS CODE SHOWER DOOR CUSTOM CONTRACTOR 110B 81-5" 5'-7" 5'-4 1/2' 5'-6" ALUM. /GLASS FIXED ZOLA SAFETY GLAZING PER NYS CODE 113A - 3'-0" 5'-6" ALUM. /GLASS CASEMENT- LH X ZOLA - TOILET AQUTA/CT418F(G) TOTO - WHITE 1 CONTRACTOR TOILET 1 11 1 11 -1138 - 5'-9" 5'-6" ALUM. /GLASS FIXED ZOLA - TOILET SEAT SS114#01 TOTO - WHITE 1 CONTRACTOR 113C 3'-0" 5'-6" ALUM. /GLASS CASEMENT - LH X ZOLA FLUSH PLATE YT820#CP TOTO - CHROME 1 CONTRACTOR FLUSH PLATE 113D - 11'-8 1/2" 5'-7" 5'-7 1/2' S'-6" ALUM. /GLASS FIXED ZOLA - IN WALL CARRIER CWT418MFG-2#01 TOTO - - 1 CONTRACTOR CARRIER 113E - 3'-0" 5'-6" ALUM. /GLASS CASEMENT- RH X ZOLA - MEDICINE CABINET CATALAN KOHLER 24" W x 36" H x 4 3/4" D - 1 CONTRACTOR MEDICINE CABINET TOWEL BAR CUBE 2/ 19-01 NEWPORT BRASS 24" W CHROME 1 CONTRACTOR NOTES: TP HOLDER CUBE 2 / 19-28 NEWPORT BRASS - CHROME 1 CONTRACTOR FOR ZOLA DOOR PRICING PLEASE CONTACT ZOLA REP MATT NEWMAN FOR QUOTE - BATHROOM 110 VANITY XL657501818 DURAVIT 48" WIDE WHITE 1 CONTRACTOR VANITY matt@zolawindows.com - Office - 303.578.0001 - Direct- 970-457-8014 - Mobile -402-312-5014 SINK 032912 DURAVIT 49 1/4" WHITE 1 CONTRACTOR VERO WASHBASIN SINK ALL GLAZING TO BE IMPACT RATED TO MEET HURRICANE CODE IN NYS FAUCET SECANT/2040 NEWPORT BRASS - CHROME 1 CONTRACTOR ALL OPERABLE UNITS TO BE ORDERED INSECT SCREENS THERMOSTATIC TRIM SECANT/4-2044BP NEWPORT BRASS - CHROME 1 CONTRACTOR VERIFY IN FIELD ALL R.O. DIMENSIONS PRIOR TO ORDERING BALANCE PRESSURE 1-594 NEWPORT BRASS - - 1 CONTRACTOR CONFIRM WINDOW HARDWARE W/OWNER PRIOR TO ORDERING DIVERTER 1-617 NEWPORT BRASS - - 1 CONTRACTOR SHOWER HEAD EUPHORIA CUBE 150/27705000 GROHE - CHROME 1 CONTRACTOR HANDSHOWER EUPHORIA CUBE/27888000 GROHE CHROME 1 CONTRACTOR SKYLIGHT SCHEDULE SHOWER DOOR CUSTOM CONTRACTOR NO. TYPE ROUGH OPENING FRAME SIZE MATERIAL OPERATION INSECT SCREEN MANUFACTURER NOTES WIDTH HEIGHT WIDTH HEIGHT ROOF IDECK 200 SINK KHU32 KRAUS 30" W x 17 H x 10" D S.S. 1 CONTRACTOR FAUCET KPF2620SS KRAUS - S.S. 1 CONTRACTOR FAUCET 115A - 3'-1" 3'-1" 3'-0-1 3'-0" ALUM./GLASS FIXED - VELUX - NOTES: ALL GLAZING TO BE IMPACT RATED TO MEET HURRICANE CODE IN NYS VERIFY IN FIELD ALL R.O. DIMENSIONS PRIOR TO ORDERING - BERGDES G COLLINS RENGIFO RESIDENCE WINDOW SCHEDULE, DOOR SCHEDULES, SKYLIGHT SCHEDULE, APPLIANCE & (FIXTURE SCHEDULE 88 OLD STONE HIGHWAY NY 11944 STRUCTURAL REVIEW JUN 13, 2017 WINDOW & DOOR PRICING II AUG 30, 2017 MILLWORK REVIEW II DEC 01, 2017 ADDENDUMAl MAY 08, 2018 DATE: JUNE 06, 2019 ARCHITECTURE EAST HAMPTON, NEW YORK 11937 2175 BAY SHORE ROAD, GREENPORT' PROGRESS PRINT JUL 12, 2017 PROGRESS PRINT SEP 08, 2017 MILLWORK REVIEW III DEC 06, 2017 ISSUED FOR SCALE: AS NOTEDA. 18 Tel: 917 328 3905 WINDOW& DOOR PRICING JUL 17, 2017 MILLWORK REVIEW SEP 12, 2017 STRUCTURAL REVIEW FEB 13, 2018 BUILDING PERMIT JUNE 06, 2019 REF NO: 194 STRUCTURAL REVIEW II JUL 26, 2017 WINDOW & DOOR PRICING III OCT 11, 2017 PROGRESS PRINT FEB 22, 2018 PROGRESS PRINT AUG 23, 2017 PROGRESS PRINT NOV 01, 2017 ISSUED FOR PRICING MAR 13, 2018 FINISH & MATERIAL LEGEND CODE ITEM MATERIAL MANUFACTURER FINISH COLOR SIZE PROVIDED BY NOTES P1 PAINT COLOR BENJAMIN MOORE FLAT - - G.C. WALL PAINT P2, PAINT COLOR - BENJAMIN MOORE EGGSHELL - - G.C. CEILING PAINT P3 PAINT COLOR - BENJAMIN MOORE SEMI-GLOSS - G.C. TRIM PAINT M1 MILLWORK CUSTOM - - EAST END COUNTRY KITCHENS M2 MILLWORK P.T. FRAMING CUSTOM - - G.C. FOR ROOF CABINETRY- SEE A11 1X4 CLEAR CEDAR TATAO RI U S1 STONE COUNTERTOP' QUARTZ CAESARSTONE POLISHED SSTATNUVO ARI G.C. KITCHEN COUNTERTOP AND BACKSPLASH - BRUSHED OR VIF G.C. BATHROOM S2 STONE COUNTERTOP ABSOLUTE BLACK GRANITE FLAMED T1 FLOOR TILE TBD G.C. BATHROOM T2 WALL TILE TBD G.C. BATHROOM T3 WALL TILE TBD G.C. OUTDOOR SHOWER U1 UNFINISHED - - W1 INTERIOR WOOD FLOOR GRADE RIFT & RIVERHEAD BUILDING SUPPLY - - 4" WIDE G.C. CONTACT CATHERINE LANIERI AT RIVERHEAD QUARTERED WHITE OAK BUILDING SUPPLY: 631 996 3022 BLIND FASTENED W2 EXTERIOR WOOD STAIRS IPE - UNFINISHED - 5/4 X 6 G.C. PROVIDE ADD ALT PRICING FOR GARAPA DECKING BLIND FASTENED W3 EXTERIOR DECKING IPE - UNFINISHED - - G.C. PROVIDE ADD ALT PRICING FOR GARAPA DECKING NUMBER 1 GRADE SQUARE CUT - _ _ PROVIDE ADD ALT PRICING FOR NUMBER 1 CLEAR W4 WOOD SHINGLES WESTERIN RED CEDAR G.C. GRADE ALASKAN YELLOW CEDAR SHINGLES W5 WOOD CEILING #2 T&G WESTERN RED CEDAR - - - 1X4 G.C. W6 EXTERIOR WINDOW TRIM WESTERN RED CLEAR CEDAR - UNFINISHED - 5/4" THICK G.C. W7 PERGOLA CLADDING #2 T&G WESTERN RED CEDAR - UNFINISHED - 1X6 G.C. EXTERIOR RAILINGS IPE POSTS, IPE CAP RAIL, CUSTOM UNFINISHED - 42" HIGH G.C. TENSIONED S.S. CABLES NOTES: PROVIDE SPOT SAMPLES OF PAINT COLORS PROVIDE STONE COUNTERTOP SAMPLES FOR OWNER/ARCHITECT APPROVAL INTERIOR FINISH SCHEDULE NO. ROOM NAME FINISHES CEILING REA REMARKS HEIGHT ROOM A IY I- i d n J J J O Q J Q 4 I-- (n _ z z 0 O ID Q' ~ U) J D J 00 w U) U 001 STORAGE U1 U1 U1 U1 U1 U1 U1 002 STORAGE U1 U1 U1 U1 U1 U1 U1 - - 8'-0" 003 STORAGE U1 U1 U1 U1 U1 U1 U1 - - 8'-0" 004 MECHANICAL W3 U1 P1 P1 P1 P1 P1 - - 8'-0" USE TYPE X GWB AT CEILING 005 OUTDOOR SHOWER W3 - T3 T3 T3 T3 W3 - - V-0" BENCH:W3 100 DINING ROOM W1 P3 P1 - P1 P1 P2 - - 9'-3" - 101 LIVING ROOM W1 P3 P1 P1 - - P2 - - 9'-3" 102 KITCHEN W1 P3 - P1 P1 P1 P2 S1 M1 9'-3" 103 STORAGE W1 P3 P1 P1 P1 P1 P2 S1 M1 9'-3" 104 FOYER W1 P3 P1 P1 P1 P1 P2 - - 9'-3" 105 CLOSET W1 P3 P1 P1 P1 P1 P2 - - 9'-3" 106 BEDROOM W1 P3 P1 P1 P1 P1 P2 - - 9'-3" 107 CLOSET W1 P3 P1 P1 P1 P1 P2 - - 9'-3" 108 BATHROOM T1 P3 P1/T2 P1 P1/T2 P1/T2 P2 S1 M1 9'-3" 109 BEDROOM W1 P3 P1 P1 P1 P1 P2 - - 9'-3" 110 BATHROOM T1 P3 T2 T2 T2 T2 P2 S1 M1 9'-3" 111 CLOSET W1 P3 P1 P1 P1 P1 P2 - - 9'-3" 112 CLOSET W1 F'3 P1 P1 P1 P1 P2 - - 9'-3" 113 OFFICE W1 F'3 P1 P1 P1 P1 P2 - - 9'-3" 114 CLOSET W1 P3 P1 P1 P1 P1 P2 - - 9'-3" 115 HALL W1 P3 P1 P1 P1 P1 P2 - - 9'-3" 200 ROOF DECK W3 - - - - - S2 M2 - PAOU[ LC 220 BERGDESGN CRENGIFO RESIDENCE FINISH LEGEND, FINISH SCHEDULE A88 OLD STONE HIGHWAY 2175 BAY SHORE ROAD, GREENPORT, NY 11944 STRUCTURAL REVIEW JUN 13, 2017 WINDOW & DOOR PRICING II AUG 30, 2017 MILLWORK REVIEW II DEC 01, 2017 ADDENDUM 10 MAY 08, 2018 DATE: JUNE 06, 2019 RCHITECTURE EAST HAMPTON NEW YORK 11937 PROGRESS PRINT JUL 12, 2017 PROGRESS PRINT SEP 08, 2017 MILLWORK REVIEW III DEC 06, 2017 ISSUED FOR SCALE: AS NOTEDA1 9 WINDOW& DOOR PRICING JUL 17, 2017 MILLWORK REVIEW SEP 12, 2017 STRUCTURAL REVIEW FEB 13, 2018 BUILDING PERMIT JUNE 06, 2019 Tel: 917 328 3905 REF NO: 194 STRUCTURAL REVIEW II JUL 26, 2017 WINDOW & DOOR PRICING III OCT 11, 2017 PROGRESS PRINT FEB 22, 2018 PROGRESS PRINT AUG 23, 2017 PROGRESS PRINT NOV 01, 2017 ISSUED FOR PRICING MAR 13, 2018 | \ | | - - -- -- -- -- -- -- -- -- -- -- -- -- ' | || | . _- __ __ -- -- _- -_ __ __ __ __ __ __ ^ ' | -- -- -- -- -- -- -- -- -- -- -- -- -- ` | __ __ __ -_ -- -- -- -- -- -_ -- -- -- / | __ __ __ __ __ __ __ __ __ __ __ __ __ ' | / | -- -- -- -- -- -- -- -- -- -- -- -- -- - - ] | | � F -- -- -- -- -- -- -- -- -- -- -- -- -- -f � . . H APE a. STEEL COLUMN E COL MN B A I 01-KiL-1 c, ]- -t 11 _,L I -A9 -- -- -------- -- -- ------- -- -- BFAI 6X6 SAWN LUM ER _&R: _j I S EEL COLUMN EEL COLL �r)I FROM ABOVE FROM ABOVE </1 0)1 BEARS ON GIRDER- SEARS ON GIRDER- � x � T ~ FLIT&PATE %j LL ~ C-1 AbER: C14 c1q HELICAL PILE CAP LEGEND 0 04 04 0 F- -- -� 24^x24^x17^REINFORCED CONCRETE | | / PILE CAP °/(4)#5REBAgSEACH �Y' | VV 'm TYPICAL, SEE - | po� | X �7 N LL I B�AN Pnr'KF r ri IV t FLUSH HEADER: POI LOAD BEARING WALL AD NTLOAD Lu 00 � w w < �jM � x u w -- -- --------' -- -- -------- -- -- ' -- -- -------' -- -- -------- -- -- CL X 0 04 w LL 04 w z 0 IX 0,08o FAI � e _ ��_��_ __ D----q— -1pril 1 ~.`.. . ^. ..'._.` �- -- _~ _- -- -_ . �......^.~E.`: . .'~.....`.E.`: . ^~~....~`~E.. | | (2)31/2"X14^PARALLAMPSL J (2)2X12'x (2)104^X11 1/4"LXLo (2)2X12's STRUCTURALNOTES 1. ALL JOISTS TOBEFASTENED TDTOP OFGIRDERS USING SIMPSOm TF ENGINEERING, P.L.L.C. | | GALVANIZED QUARTER TURN STRAP FIRST FLOOR F�/\K�|Kj�� p[�`K] (FOUNDATION SHOPLANWN) A/�\K/ | FLOORFRAMING | 2� PROVIDE FULL HEUGHTBLOCKINGP.O. BOX 596 WHENEVER AJOIST GOES OVER A ^—^ WALL ORGIRDER SAG HARBOR, NY 11963 Joint Description Nail Sizes Nail S coin DESIGN CRITERIA: GENERAL_ NOTES ROOF- FRAMING I ClC7 GROUND SNOW LOAD — 25 PSF. WEATHERING — SEVERE 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 10. THIS STRUCTURE HAS BEEN DESIGNED IN Rafter to Top Plate (Toe—nailed) 3 — 8d per rafter CODE AND THE 20 5 EC ACCORDANCE WITH THE 2015 IECC. 3 — 8d per joist Ceiling Joist to Top Plate (Toe—nailed) S — — 1 I AND LOCAL FIRST LEVEL 40 PSF L L FROST LINE DEPTH 36" 2015 IRC AND 2016 UNIFORM 0 LIVING AREA 40 PSF L L Ceiling Joist to Parallel Rafter (Face—nailed) 4 — 16d each lap TERMITE MODERATE TO HEAVY SUPPLEMENT S C BEDROOMS — 30 PSF. L.L. AUTHORITIES. DECAY — SLIGHT 11. ARCHITECT TO BE NOTIFIED IN WRITING OF ALL 8d per tie Ceiling Joist Laps over Partitions (Face—nailed) 4 — each lap WIND SPEED — 135 MPH 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A CHANGES PRIOR TO AND DURING CONSTRUCTION. Collar Tie to Rafter (Face—nailed) 2 — 8d 2 — 8d each end SEISMIC DESIGN CATEGORY — B ICE SHIELD UNDERLAYMENT REQUIRED — YES MINIMUM 28 DAY STRENGTH OF 3000 PSI UNLESS Blocking to Rafter (Toe—nailed) OTHERWISE NOTED 12. ALL MISC. STRUCTURAL STEEL TO BE ASTM A36 WITH ONE Rim Board to Rafter (End—nailed) 2 — 16d each end COAT EPDXY PAINT. WIDE FLANGE STRUCTURAL STEEL SHA[ M I IN G PROVIDE 8d NAILS @ 4" O.C. AT PERIMETER INTERIOR BE A992 WITH ONE COAT OF EPDXY PAINT. BRIDGE MEMBER Fh DESIGN CRITERIA: 3. ALL DIMENSIONS AND GRADE CONDITIONS TO BE SHALL BE A36 w 2 COATS OF EPDXY PAINT. To Plate to To Plate Face- nailed 2 — 16d per foot PORTIONS OF PANELS IN HIGH PRESSURE ZONES. / P p ( ) 4 — 16d joints—each side VERIFIED BY CONTRACTOR(S) PRIOR TO START OF ALL FASTENERS TO BE ASTM A-325 BOLTS, 3/4" DIAMETE Top Plates at Intersections (Face—nailed) J �� 10° DESIGN IN ACCORDANCE WITH 2015 AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION AND ORDERING OF MATERIALS. THIS Stud to Stud (Face—nailed) 2 6 16d 24" on CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE — ENGINEERED DESIGN METHOD. FOUNDATION HAS BEEN DESIGNED FOR A SOIL 13. CONTRACTOR SHALL OBTAIN ALL PERMITS AND Header to Header (Face—nailed) 16d 16" o.c. along edges NOTE a = 4 FT. IN ALL CASES BEARING CAPACITY OF TWO (2) KSF AND GRADES INSURANCE NECESSARY TO PROTECT THE ENGINEER CI LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT AND OWNER. 0 WS — GLAZED OPENING THESE CONDITIONS ARE MET, ALL FILL BENEATH Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 2x4 stud WIND CONCRETE SLABS TO BE COMPACTED TO 95% 14. DO NOT BACKFILL AGAINST FOUNDATION WALLS 2 — 16d per 2x6 stud GABLE ROOFS 2 — 16d per 2x8 stud 10° RELATIVE DENSITY. UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. Bottom Plate to Floor Joist,Bondjoist,End joist or 2 — 16d per foot FOR NEW CONSTRUCTION , EXTERIOR WINDOWS MUST BE PROTECTED VIA GLAZING MEETING 4. PROVIDE FIRESTOPPING AT ALL LEVEL 15. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL Blocking (Face—nailed) E MISSILE TEST IF LARGE PENETRATIONS AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR FLOOR FRAMING ORVIA STRUCTURALSHU SHUTTERS WITH ON OF ZONE I 1 ASTM E B 86-97 AND ASTM E S ATTACHMENT HARDWARE NEW STRUCTURES ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 5. PROVIDE FLASHING AT ALL ROOF BREAKS, Joist to Sill , Top Plate or Girder (Toe—nailed) 4 — 8d per joist COMPONENT A �l D CLADDING PRESSURE LOCATED WITHIN ONE (1) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS 16. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND Bridging to Joist (Toe—nailed) 2 — 8d each end TO WIND ZONE III, MISSILES DEFINED IN PARAGRAPH 6 OF ASTM E 1996-99. GLAZING CONFORMING AND DECKS ETC.. ON EACH LEVEL OF DWELLING AS REQUIRED BY Blocking to Joist (Toe—nailed) 2 — 8d each end ZONES 2015 IRC AND 2016 UNIFORM SUPPLEMENT CODES. Blocking to Sill or Top Plate ( Toe—nailed) 3 — 16d each block TO WIND ZONE II, MISSILES CAN BE USED AT A DISTANCE GREATER THAN ONE MILE OF THE COASTLINE. 6. DO NOT SCALE DRAWINGS. Ledger Strip to Beam (Face—nailed) 3 — 16d each joist 17. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO Joist on Ledger to Beam (TOE!—nailed) 3 — 8d per joist 7. DESIGN CONSULTANTS OR RECORD ARCHITECT— AN EXISTING DWELLING REQUIRING A BUILDING PERMIT Band Joist to Joist (End—nailed) 3 — 16d per joist ENGINEER ARE NOT RESPONSIBLE FOR THE PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d per foot SIMSON STRONG TIE RIDGE STRAP INSPECTION, SUPERVISION, OR ADMINISTRATION OF USE STRAP CONNECTOR @EACH RATTER THIS CONSTRUCTION PROJECT. FEDERAL, STATE HOUSE BE UPGRADED WITH HARD WIRED & ROOF SHEATHING A — CLEAR SHIELD HURRICANE + SECURITY PANELS — 631 — 287 5060 AND LOCAL ZONING AND BUILDING CODE COMPLIANCE INTERCONNECTED SMOKE ALARMS, OR B — QUICK GUARD STORM PANELS. 631 — 287 5330 SHALL BE THE RESPONSIBILITY OF THE Structural Panels 8d 4" o.c. perimeter zone RIDGE OCONTRACTOR. 18, THE 2015 IRC AND 2016 UNIFORM SUPPLEMENT CODES other 6" o.c. edges of C — CUSTOM—FABRICATED PLYWD. PANELS — SEE BELOW ALSO APPLY TO ACCESSORY STRUCTURE DESIGN. panel , 12" o.c. interior 8. THIS DRAWING IS AN INSTRUMENT PREPARED TO 19. GARAGE DOORS TO BE RATED FOR 135 MPH. WIND LOAD of panel PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF FACILITATE CONSTRUCTION AND SHALL NOT BE Diagonal Board Sheathing TRIPLE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND 1" x 6" or 1" x 8" 2 — 8d per support 2X STUD "� J ASTM E 1996 AND OF ASTM 1886. AS NOTED IN NYS RESIDENTIAL CODE. OWNER. 1" x 10" or wider 3 — 8d per support ---SIMPSON ,, t 9. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY CEILING SHE[ I T11VC HDU5—SDS2.5 ya•>` SHALL BE DESIGNED AND BUILT IN ACCORDANCE Gypsum Wallboard 5d coolers 7" edge 10" field/ WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. SIMPS 20 CAGE WALL SHEATHING 5/8" THREADED RIDGES TRAPA— ALL ROOF RAFTERS Structural Panels 8d 6" edge / 12" field STEEL ROD UP PLATES Fiberboard Panels v 1/2" 111 ga. goly. roofing nail (1 1/2" long) 3" edge / 6" field o --SIMPSON HDU5—SDS2.5 USE SIMPSON CONNECTORS @ EACH RAFTER 25/32" 111 ga. goly. roofing nail (1 3/4" long) 3" edge / 6" field ICE SHIELD UNDERLAYMENT REQUIRED — 24" FROM EDGE Gypsum Wallboard 5d coolers 7" edge / 10" field HURRICANE CLIP Hardboard 8d (see table 3.11) PROVIDE HOLD DOWNS AT TYPICAL. Particleboard Panels 8d per manufacturer ALL CORNERS AND BOTH Diagonal Board Sheathing SIDES OF OPENINGS 8' SIMPSON H2.5 A 1" x 6" or 1" x 8" 2 — 8d per support OR GREATER IN WIDTH TRIPLE HURRICANE CLIP © 16" 1" x 10" or wider 3 — 8d per support m 2X STUD BOTTOM O.C. a PLATE FLOOR SHEATHING ' -----SIMPSON LVL RIM JOIST Structural Panels HDU5—SDS2.5 1" or less 8d 6" edge / 12" field greater than 1" 10d 6" edge / 12" field Diagonal Board Sheathing !!--HOOKED ANCHOR BOLT SIMPSON STRONG TIE ST22 9 9 II TOP PLATES USE (1) CONNECTOR @ EVERY STUD SIMPSON LSTA36 1 2 — 8d per support MIN 18" PENETRATION 1" x 6" or 1" x 8" ii P PP PROVIDE 8d COMM _ 1" x 10" or wider 3 — 8d per support ii INTO FOUNDATION ON ii NAILS Q 4" O.C. AT METAL STRAP18 Ga JACK EXTERIOR EDGE OF ALL POST W/4-8d NAILS, ° 1 Nailing requirements are based on wall sheathingSHEATHING. EACH END, TYP, nailed 6" on—center at the panel edge. Alternative nailing �J SIMPSON STRONG TIE H6 schedules shall be used where wall sheathing nailing is reduced. For example, If wall sheathing is nailed 3" o USE (1) CONNECTOR e EVERY STUD on—center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall be doubled, or alternate connectors , such as shear plates , shall be used to maintain the load path. D°� APA RATED PLYWOOD TO SIMPSON STRONG TIE BP USE (1) BP CONNECTOR AT EACH ANCHOR BOLT EXTEND TO TOP OF TOP 2 When wall sheathing is continuous over connected members the tabulated number of nails shall be permitted ANCHOR BOLTS @ 48' OUSE 3§EBO❑LTSDATION DETAILS, BOTTOM M PLATE. 4 — Sd NAILS to be reduced to 1 — 16d nail per foot. PLATE TYPICAL LVL RIM JOIST SIMPSON LSTA PROVIDE SOLID 36 METAL STRAP BLOCKING AT ALL @ JACK POST TYP. CORNER TIE-DOWN SUBFLOOR EDGES SIMPSON LSTA24 NOT TO SCALE —TYP © STUDS W/ SIMPSON STRONG TIE 4-8d NAILS USE UC> CONNECTOR @ 16" O.C.C.. 48" O.C. EACH END, TYP. FLOOR JOIST PRESSURE TREATED MUD SILL FRAMING NOTES FRAMING DETAIL DOUBLE TOP ' \\--PLYWOOD SHEATHING 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING PLATE TO OVER LAP BOX HEADER NOT T❑ SCALE DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR AND WATERPROOFING SHALL BE BY ARCHITECT. BETTER. 2 x 6 ©16" O.C. > BEAM — TOP + BOTTOM. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE STUDS SIMPSON LSTA24 1 4" 2, ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" AND STUD WITH GALVANIZED HURRICANE TYPE TYPICAL ROOF SHEATHING NAILING ZENES WIDE-20 GAGE METAL MIN. THICKNESS OR AS NOTED. CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. FOR STRAP @ 48" O.C. MAXI. TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE 8D @ 6"oc EDGES & 6'OC In FIELD W/ 4-8d NAILS— EACH 3. ALL SUBFLOORING TO 13E APA RATED STU RD—I—FLOOR, CLIPS AT ALL PERIMETER JOIST TO GIRDER OD @ 6-OC EDGES & 6"OC IN FIELD H END, TYP. EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF CONNECTIONS. PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND U 8D @ 4-OC EDGES & 6-OC IN FIELD NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 12. ALL PRE—ENGINEERED LUMBER SHALL BE GEORGIA 25' MEAN ROOF HEIGHT STRAP TO STUD PACIFIC GPI SERIES WOOD—I—BEAMS AND LVL 2 STORY 8D RING SHANK W/4 — 8d NAILS TOP OF FOUNDATION 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED PRODUCTS OR EQUAL, ALL JOISTS, GIRDERS AND WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED WRAP + NAIL STRAP TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A AS PER MANUFACTURERS RECOMMENDATIONS. WEB ROOF EDGE ( 4 — 4d NAILS ) MINIMUM OF 2-2X8 OR AS `.SHOWN ON DRAWING. STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND AROUND SILL PLATE SIMPSON MST27 BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" O AT ANCHOR BOLT 1 1/2" WIDE — 20 GAGE 5, SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS LVL RIM JOIST SHALL BE REQUIRED AT FLOOR METAL STRAP @48" OC. AND FLOOR BEAMS AS PER: WOOD FRAME CONSTRUCTION PERIMETERS. HANDLING, STORAGE, AND ERECTION OF +12" FROM EACH CORNER MANUAL 2015 EDITION OR AS NOTED @ 8'-0" O.C. MIN. COMPONENTS SHALL BE AS PER MANUFACTURERS WRAP AROUND SILL PLATE PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. RECOMMENDATIONS. IO FLOOR JOIST NAIL SHEATHING TO SILL PLATE 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, 13. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 8d NAILS @ 4" O,C. .:.. stairs etc. OR AS NOTED ON DRAWINGS. GALVANIZED MACHINE BOLTS © 12 O.C.. 2 #5 REBAR ' , 2 x 6 SILL PLAT `` • ` I A POSTS AND PA `• ' ` ` 7. DOUBLE UP FRAMING UNDER ALL PARALLEL .: PARTITIONS OR AS NOTED ON DRAWINGS. 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR ACQ TREATED. BEAMS. SPACING NOT TO EXCEED 8.0 FT. Q 3O FOR DESIGN..WITH RATED GALVANIZED METAL CONNECTORS BY8. FASTENED CONNECTIONS SHALL BE SEE DWGS ,., 8x 12 A.B.A. . ©4 8 OC w/ SIMPSON STRONG TIE BP ` ., .. .,::.`..i.. - ' SIMPSON OR APPROVED EQUAL. ti- C. 9. NAILING SCHEDULE AS FER THE WOOD FRAME CONSTRUCTION O �� `�� 1RAOu4 MANUAL 2015 EDITION, ALL. 2X6 STUDS SHALL RECEIVE SECTION E L E VA TI 0 N 5-10D NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. + r � HOLD DOWN + SHEAR CONNECTION CRITICAL PATH BERGDE.3, GN COLLINS RENGIFO RESIDENCE TYPICAL STRUCTURAL NOTES & DETAILS 88 OLD STONE HIGHWAYSTRUCTURAL REVIEW JUN 13, 2017 WINDOW & DOOR PRICING II AUG 30, 2017 MILLWORK REVIEW II DEC 01, 2017 ADDENDUM 10 MAY 08, 2018 DATE: JUNE 06, 2019 ARCHI TECTURE EAST HAMPTON, NEW YORK 11937 2175 BAY SHORE ROAD, GREENPORT, NY 11944 PROGRESS PRINT JUL 12, 2017 PROGRESS PRINT SEP 08, 2017 MILLWORK REVIEW III DEC 06, 2017 ISSUED FOR SCALE: AS NOTED Tel: 917 328 3905 WINDOW& DOOR PRICING JUL 17, 2017 MILLWORK REVIEW SEP 12, 2017 STRUCTURAL REVIEW FEB 13, 2018 BUILDING PERMIT JUNE 06, 2019 REF NO: 194 STRUCTURAL REVIEW II JUL 26, 2017 WINDOW& DOOR PRICING III OCT 11, 2017 PROGRESS PRINT FEB 22, 2018 PROGRESS PRINT AUG 23, 2017 PROGRESS PRINT NOV 01, 2017 ISSUED FOR PRICING MAR 13, 2018