Loading...
HomeMy WebLinkAbout44469-Z o�OgOEFOIKcp. Town of Southold 8/13/2021 G P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42231 Date: 8/13/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 815 Rosenburg Rd,East Marion SCTM#: 473889 Sec/Block/Lot: 21.-1-25.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/21/2019 pursuant to which Building Permit No. 44469 dated 12/2/2019 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: additions and alterations, including screened porch, second floor deck and outdoor shower stall to existing single-family dwelling as applied for per ZBA#7301 dated 8/15/2019. The certificate is issued to Reed,Maggi-Meg&Schubert,Michael of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44469 6/8/2021 PLUMBERS CERTIFICATION DATED 7/21/2021 e Domin t 0 ' e Si ature FT TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44469 Date: 12/2/2019 Permission is hereby granted to: Reed, Maggi-Meg & Schubert, Michael 43 Sidney PI Brooklyn, NY 11201 To: construct additions and alterations to existing single-family dwelling as applied for per DEC Non-Jurisdiction Letter, Trustees &ZBA approvals. At premises located at: 815 Rosenburg Rd, East Marion SCTM # 473889 Sec/Block/Lot# 21.-1-25.1 Pursuant to application dated 10/21/2019 and approved by the Building Inspector. To expire on 6/2/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $542.40 CO -ADDITION TO DWELLING $50.00 Total: $592.40 spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1502 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: X Old or Pre-existing Building: (check one) Location of Property. 815 Rosenburg(Fire Road#3) East Marion House No. Street Hamlet Owner or Owners of Property: Maggi-Meg Reed and Michael Schubert Suffolk County Tax Map No 1000, Section 21 Block I Lot 25.1 Subdivision 1 r / Filed Map. Lot: Permit No. `'t �v� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �i t n Applicant Signature ®��pE SO(�r�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviin(c)-town.southold.ny.us Southold,NY 11971-0959 ®lyC®UNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Maggi-Meg Reed Address: 815 Rosenburg Rd city:East Marion st: NY zip: 11939 Building Permit#. 44469 Section: 21 Block- 1 Lot: 25.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA. Promaster Electric License No: 59226ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 15 Ceding Fixtures 4 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 6 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 1 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceding Fan 1 Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 15 4'LED Exit Fixtures Pump Other Equipment- 30' Track Lighting, Floor Heat, 40' LED Lighting Notes: Two Story Addition w/ Roof Deck Inspector Signature: , Date: June 8, 2021 S. Devlin-Cert Electrical Compliance Form As f so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 IyC 0 V BUILDING DEPARTMENT JUL 2 1 2021 TOWN OF SOUTHOLD BUMPING DIEPT. CERTIFICATION Date: 01 /21 2.011 Building Permit No. 14 4 Owner: �e-e4' / AubeA (Please print) Plumber.. O1v1hC';- — (Please prin� I certify that the solder used in the water supply system contains less than 2/10 of I% lead, (PlumNers Signature) Sworn to before me this day of 20.2LL CONNIE D.BUNCH Notary Public,state of New York No.01BU6185050 Qualified in Suffolk County Commission Expires April 14,2D--a Notary Public, County, Building Department Application [j OCT 2 5 2089 AUTHORIZATION (Where the Applicant is not the Owner) ri�Y� 1 I, &I-11 -Neq R9; 4 residing at (Print property owner's name) (Mailing Address) 5Y0��. �1 (( zzo 1 do hereby authorized �� J�t/Iw l Z CA4"A.— (Agent) a s "'A`&k 0 6I a�f'�' to apply on my behalf to the 'Southold Building Department. l � -ZI - 19 (Owner's Signature) -� (Date J ) Wk` C (Print Owner's Name) so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ZINSPEC N FOUNDATION 1ST TROUGH PLBG. I ] UNDATION 2ND. INSULATIOWCAULKING r..FR FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION- FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REM- KS: z 7v xv gR si*? Pi�� AK4 PAA il AMY" (/A Q DATE INSPECTOR _41 q OP SOUTyo iL 1 # # TOWN OF SOUTHOLD BUILDING DEPT _ ,gum, 765-1802 INSPECTION . [ ], FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] --FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE---&'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION x [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE`VIOLATION [ ] PRE C/O REMARKS: DATE. INSPECTOR cC� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI-ON [ ] FOUNDATION 1ST [ ] OUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING . [ ] FRAMING/STRAPPING [ ] FINAL ] FIREPLACE�& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE o ''" INSPECTOR OF SOUT4q H 6q * # TOWN OF SOUTHOLD BUILDING DEPT. `ycOUHr+ 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] '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: *av 1 0� ) c ^ qrk-1 , cs:� 4nAl Jo e,4r-n� 1\,rx�<J . a-6 = Q v be /A 100 cr 5--1 V DATE A I2) INSPECTOR - # # TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [. ] SULATION/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: wo DATE uAvin- INSPECTOR 1/ Of 50� H H H 6 # # TOWN OF SOUTHOLD.BUILDI,NQ DEPT. °`ycooxn '� 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ' ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE'RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O Tee `�C-'° �/yl� DATE �2-j INSPECTOR # # TOWN OF SOUTHOLD BUILDING DEPT. ��ycouurt��' 765-1802 INSPECTION- I FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I LATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: o� DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(IST) y -------------------------------------- FOUNDATION (2ND) c ' y f ROUGH FRAMING& PLUMBING y Ar. �►� �, tt INSULATION PER N.Y. y STATE ENERGY CODE 5 FINAL ADDITIONAL COMMENTS 6 * - 7sq Z �c ®„ 4 Rt z d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application ® �` Flood Permit Examined � ,20 (�, Single&Separate Truss identification Form 4FEB 2 2 2019 Storm-Water Assessment Form Contact: Approved ,204 1 Mail to: Hideaki Ariizumi Disapproved a/c T ® PO Box 444, Orient NY 11957 Phone: 631 3 26 Expiration ,204 A. B ng Inspe tor, d APPLICATION FOR BUILDING PERMIT Date Feb.22 ,2019 INSTRUCTIONS a. This application MUST 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. (Signature of applicant or name,if a corporation) PO Box 444, Orient,NY 11957 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder architet Name of owner of premises Maggi-Meg Reed and Michael Schubert (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 815 RnsenhuM Road East Marion House Number Street Hamlet County Tax Map No. 1000 Section 21. Block 1 Lot 3 L,5 / Subdivision LAND OF MARION G. RICHARDSON Filed Ma No859 Lot Map . PART OF LOTS EAST MARION 2, 3, &4 ti 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy One Family Dwelling b. Intended use and occupancy. Same as above 3. Nature of work(check which applicable): New Building Addition X Alteration X Repair Removal Demolition Other Work (Description) 4. Estimated Cost Not yet estimated Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units one Number of dwelling units on each floor n/a If garage, number of cars n/a 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use, nia 7. Dimensions of existing structures, if any: Front 772 Rear as 1 Depth 4R� Height 16.4' +/- Number of Stories 2-STORY(PARTIAL) Dimensions of same structure with alterations or additions: Front 77.2' Rear 83.1' Depth 50.9' Height 27.4' Number of Stories 2-STORY(PARTIAL) 8. Dimensions of entire new construction: Front 20.2' Rear 20.2' Depth 31-o, Height 24.7' (FROM GRADE) Number of Stories ONE STORY ADDITION ON THE SECOND FLOOR 9. Size of lot: Front 146.5' +I- Rear 172' +/- Depth 257.0' 10. Date of Purchase 9/10/1997 Name of Former Owner Jolie Z. Kelter 11. Zone or use district in which premises are situated R40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES X NO 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO X Michael Schubert and 43 Sidney Place, 14. Names of Owner of premises Maggi-Mea Reed Address Brooklyn. NY 11201 Phone No. 917-945-9555 Name of Architect Hideaki Ariizumi Address 24190 Main Rd, orient Phone No 6s1 323 1426 Name of Contractor Not yet selected Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 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. Non jurisdiction letter for a former work is attached. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffolk Hideaki Ariizumi being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the architect (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to efore me this day 20__ it C) TRACEY L. DWYER(M-W 91f1M'Q_'K s ATE OF NEWYORK otaryis NO.OIDW6306900 Signature of Applicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2P_,21a. ra;j 1� 1 M4 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 9563 DATE: OCTOBER 16,2019 ISSUED TO: MAGGI-MEG REED &MICHAEL SCHUBERT PROPERTY ADDRESS: 815 ROSENBURG ROAD,EAST MARION NOV 7 201 SCTM# 1000-21-1-25.1 (Formerly Lot 1.3) 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 held on October 16,2019, and in consideration of application fee in the sum of$250.00 paid by Maggi-Meg Reed & Michael Schubert and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit for the existing partial two-story, 1,989.77sq.ft. dwelling with 1,208.54sq.ft. of existing decks; existing 325.56sq.ft. shed attached to dwelling; existing 160.63sq.ft. shed deck; construct an approximately 600sq.ft. addition essentially on top of the existing west section, attached shed and screen porch of the dwelling; and A R construct 338.26sq.ft. of additional decking on the landward and seaward sides of new addition; and as depicted on the site plan prepared by studio a/b architects, dated August 5, 2019 and stamped approved on October 16,2019. ,%kf IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of the 16th day of October,2019. COD Glenn Goldsmith,President S 0 ho Town 11allAnw,,x X Nichola,Krupski,Vice President W ftouc,,25 John X1,BredemeyeP.O. Box 1179r ITI Southold,New York,11971 Michael J.Domino Telephone(631)765-1892 Greg Willianis Fax(631)765 ),11 COU BOARD OF TOWN TRUSTEES TOWN OF SOtYrHOLD, CERTIFICATE OF-C"PLUNCE August v''1843C " ,,Da"te:'AuLit*2021 THIS CERTIFIES that the existing partigiftwo-sto!L,1989,77sqft dwelling with 1.208154sq.ft.of existing 'dticks:existing 325.56sq.ft,.shed attached-to dwelling-,existing 160.63sg.fl,shed d( approximately 600sg.ft,addiii6n essentially on top of the'existing Nvest section, attached shed"and screen porch of the dwelling and constfq6f 338.26sq.ft.of addifional,decking on the landward and seaward sides-of tie"W addition-, At,815 Rosenburiz Road,Nit Marioh Suffolk County Tax Map#1'000-2-l-'1-25:1 (formerly Lot 131 Coln f6rmsto the appikaiion f6r a Trustees Permit heretofore filed in this office'Dated Set)temb6r 3,2019 pursuant Wwhich TrusieesVetiand PeriniQ9563 Dated October 16,2019 was issued and'cofifoims to all of the reqtUrements'and conditions-6f the applicable provisions of laW. s ta The project'for which this certificate4s being isiu''id-is.for,existing— paid I two,stor�; 1,989.77sq.ft." 4welling with 'e"x'isting existing 325.56sd.ft.shed attached to dwelling;existing-' 160.63s6.A.slied"dec is'f, west section,attached shed and screen porch of the dwelling,and construct 3.38.26sq.ft.617 additional decking on the landward and seaward sides of new addition. The certificate is issued to Maaai-Mca Reed&Michael Schubert owners of the aforesaid property. A Authorized Signature New York State Department of Environmental Conservation Divi'siun of Environmental Permits, Region One Am Building 40-SUNY,Stony Brook, New York 11790-2356 Phone: (631)444-0365 0 FAX: (631)444.0360 Website:www.dec.state.ny.us Erin M.Crotty Commissioner LETTER OF NO JURISDICTION-TIDAL WETLANDS ACT December 31, 2003 Maggie-Meg Reed 43 Sidney Place Brooklyn, New York 11201 Re: Application #1-4738=03304/00001 Reed Property, 815 Fire Road #3, SCTM #1000-21-1-1.3 Dear Ms. Reed: Based on the information you have submitted the Department of Environmental Conservation (DEC) has determined that: The property landward of the Coastal Erosion Hazard Line as shown on the survey prepared by Robert Brown dated August 26, 2003, is beyond jurisdiction of Article 25. Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It Is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetiand jurisdictional boundary and your project (i.e. a 15' to 20' wide construction,area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Mark C. Carrara Permit Administrator cc: Fairweather Brown MHP file FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 5,2019 TO: Hideaki Ariizumi PO Box 444 Orient,NY 11957 Please take notice that your application dated February 22,2019 For a permit to construct additions and alterations to a single family dwelling at Location of property 8871 Oregon Road, Cutcho u County Tax Map No. 1000—Section 21 Block 1 Lot 1_3 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII Section 280-116 A. (1) which states: "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff. e constructio otes setba k of+/-37.1 feet from the top of bluff at its closest point. rized Si ature Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. 1 y BOARD MEMBERS rjF SDUTy Southold Town Hall Leslie Kanes Weisman,Chairperson �� 1p 53095 Main Road •P.O.Box 1179 .�, Southold,NY 11971-0959 Patricia Acampora CIO Office Location: Eric Dantesa Town Annex/First Floor, Robert Lehnert,Jr. Ol 54375 Main Road(at Youngs Avenue) Nicholas Planamento ��'_UfV% Southold,NY 11971 http://southoldtownny.gov RECEIVE ZONING BOARD OF APPEALS -t jt C9 9;9-o AM TOWN OF SOUTHOLD AUG 2 0 2019tCl nATel.(631)765-1809•Fax(631)765-9064Sou oid Townk FINDINGS, DELIBERATIONS AND DETERMIN "TION- MEETING TIONMEETING OF AUGUST 15, 2019 AUG 2 0 2019 ZBA FILE# 7301 NAME OF APPLICANT: Maggi-Meg Reed and Michael Schubert PROPERTY LOCATION: 815 Rosenburg Road,East Marion,NY SCTM NoPli0d0L YNP1'�3 PT- mr,r ":s, 3'r:t 'F10 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 15, 2019 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated July 30, 2019. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. SUFFOLK COUNTY SOIL AND WATER CONSERVATION DISTRICT: This application was referred for an evaluation and recommendation to the Suffolk County Soil and Water Conservation District. According to a report from the agency, received August 5, 2019, an inventory and evaluation was performed on August 2, 2019. The technician reported that the front and rear yard is well vegetated and that the house has an adequate drainage system installed to direct and infiltrate roof runoff. The bluff face was vegetated mostly by non-native plants and there were areas with significant lack of vegetative cover which revealed a path of the surface water runoff traveling down the bluff. There are sections of retaining wall and some check logs down the bluff face that were constructed in an attempt to mitigate erosion and sloughing. These appear to be a short-term solution and a proper retaining system should be designed for this bluff. The toe of the bottom of the bluff was unprotected and absent of any vegetation. Evidence that this bluff has suffered from multiple storm and erosion events suggest it is susceptible to further degradation due to undermining, erosion gullies and lack of vegetation. During construction, it is not recommended that heavy machinery be operated near the slopes and never cross the coastal erosion hazard line. Areas of concern should be clearly flagged out for the construction crew to recognize these areas as unstable. ` Page 2,August 15,2019 #7303,Reed-Schubert SCTM No. 1000-21-1-1.3 PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 45,179 square foot waterfront parcel located in an R-40 Zoning District. The parcel measures 173.49 feet along the northerly property line fronting Long Island Sound, measures 337.00 feet along the easterly property line, measures 183.41 feet along the southerly property line adjacent to a right of way, and measures 257.00 feet along the westerly property line. The parcel is improved with a one-story frame house with wood deck and steps and screened porch. There is also a frame cottage and two sets of wood steps going down to the beach. All is shown on a survey prepared by John C.Ehlers, LLS, dated August 26, 2003. BASIS OF APPLICATION: Request for a Variance from Sections 280-116A(1) and the Building Inspector's March 5, 2019 Notice of disapproval based on an application to construct additions and alterations to a single family dwelling at 1) located less than the code required 100 feet from the top of the bluff, located at 815 Rosenburg Road (Adj.to the Long Island Sound)East Marion,NY SCTM No. 1000-21-1-1.3. RELIEF REQUESTED: The applicant requests a variance to extend the existing second floor of the dwelling over an existing first floor of the dwelling that will maintain the dwelling's non-conforming bluff setback of 37.1 feet. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 1, 2019 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single-family waterfront homes. The subject property is heavily wooded and landscaped and is accessed via a private unimproved road. Therefore, the proposed additions and alterations will not be visible from a public street or from adjacent properties. The existing home has a non-conforming bluff setback. The proposed addition is landward of an existing seaward deck and will largely be within the existing footprint of the dwelling. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing home has a non-conforming bluff setback and any additions and alterations will require the benefit of an area variance. 3. Town Law &267-b(3)(b)(3). The variance(s) granted herein is mathematically substantial, representing 72.9% relief from the code. However, the non-conforming bluff setback is existing and will not be increased by the proposed additions and alterations. 4 Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new second floor addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3,August 15,2019 #7301, Reed-Schubert SCTM No. 1000-21-1-1.3 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Acampora, and duly carried, to GRANT the variance as applied for, and shown on the Architectural plans prepared by Hideaki Ariizumi, Architect labeled T 01; Al-4, dated February 7, 2019, and site plan prepared by Hideaki Ariizumi, Architect, dated February 7, 2019. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Prior to receiving a building permit, the owner(s) of the subject property cited herein must sign a statement acknowledging: a. That the applicant(s) have read this determination and understand the limits of the variance relief granted herein; b. That the applicant(s) will immediately contact the Building Department if a demolition,as defined by Section 280-4 of the Town Code,' occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein, or the issued building permit; C. That the applicants are aware that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right,after a public hearing,to modify, suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions, pursuant to Article XXV, Section 280-141 of the Town Code. 2. This approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void 3. During construction, no heavy machinery shall be operated near the bluff slopes and shall not cross the coastal erosion hazard line. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan andlor survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that an approval is granted subject to conditions, the approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void. 1 Section 280-4 of the Town Code defines"Demolition" as any removal of a structure or portion thereof,where the total cost of the reconstruction of the structure or portion thereof exceeds 50%of the market value of the existing structure before the start of removal. ' Page 4,August 15,2019 #7301,Reed-Schubert SCTM No. 1000-21-1-1.3 The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson),Dantes,Acampora,Planamento and Lehnert.(5-0) C VesI4ie Kanes eisman, airperson Approved for filing f/ /2019 ZONING BOARD OF APPEALS oo F Town Hall Annex,54375 Route 25 P.O.Box 1179 Southold,New York 11971-0959 Fax(631)765-9064 ZBA FILE: #7301 Telephone(631)765-1809 NAME OF OWNER OF SUBJECT PROPERTY: AlAggi-Meg Maggi—MeReed And Michael chube—r-rCr' PROPERTY LOCATION: 815 Rosenburg Road,East Marion., New York DATE OF ZBA DETERMINATION: August 15,2019 SCTM No. 1000-21-1-1.3 J SEP - 5 2019 TA PROPERTY OWNER'S STATEMENT P ' elTrr�1;i P ', aD Uwe,the undersigned, am/are the owner(s)of the property cited above and acknowledge that Uwe: 1. have received and read ZBA determination number: #7301 Dated:August 15, 2019; 2. understand the limits of the variance relief granted therein; 3. agree to immediately contact the Building Department if a demolition, as defined by Section 2804 of the Town Code,occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein,or the issued building permits; 4. know that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right, after a public hearing,to modify, suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV, Section 280-141 of the Town Code; 5. must submit a signed and notarized copy of this statement must be submitted to both the Office of the Zoning Board of Appeals and the Building Department prior to my/our applying for a building permit; 6. that the Building Department will not issue a building permit without receipt of this signed statement. Print Name of Ownnee 1� S �ij Signature of Owner Dated: f Z3 r Dated• lg Sworn to before me thisz3 day Sworn to before me this .,,P day Y of ,20 of 20 � 1 Notary Public Notary Public PIYUSH B.SONI PIYUSH B.SONI Notary Public,State of New York Notary Public,State of New York No.01506038647 No.01 S06038647 Qualified in Kings County Qualified in Kings County Commission Expires March 20,2022 Commission Expires March 20,2022 r' SUFFQ Scott A. Russell ° 't S'7C'O]fb.MWA\T]EIRL SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOITTHOLD,NEW YORK 11971 Town of Southold. CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INyoLyE ANY of THE FoLwwING. Yes No (CHECK ALL THAT APPLY) ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. E3 El B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Q C. Site preparation on slopes which exceed 10 feet vertical-rise to 100 feet of horizontal distance. Q D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 0 Q E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. EQ® 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 pr*ct. 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 De artment wltEyour Bufldlng Permit Application. APPLICANT: (Property(honer,Design Professional,Agent,Contractor,-Other) S.C.T.M. s: 1000- Dote Dbtrkt (formerly 1.3 NAME Hideaki Ariizumi,architect 21 . - 1- 25. 1 Oct.20, 2019 PrM) Section Block Lot e FOR BUILDING DEPARTMENT USE ONLY*' Contact Inrorrratim 631 323 1426 Revlewei By: &411 Cj) - - - - - - - - - - - - - - - - - - Date:— — — — — — — — — — — — — — _ - - - - - - - - Date: — � Property Address / Location of Construction Work: — — 815 Rosenburg (Fire Road #3) Approved for processing Building Permit. Stormwater Management Control Plan Not Required. ]Jost Marion - - - -' - - - - - - - - - - - - - Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM ' SMCP-TOS MAY 2014 APPLICANT: �C �. CHAPTER 236 (Ptap�q Dwm.Degilp Ptrfesdea&L AEant,Contractor.Otter) •�. rweir Hideaki Ariizumi, architect 21 . - 1- 25 . 1 Stormwater Management Control Plan CHECK LIST NAME: Section Sbck rat S M C P -Plan Requirements: Provide ONeopy of the Building Permit Application. Plan R4a1 Date. * The applicant must provide a Complete Explanation and/or Reason for not providing 631 323 1426 Oct. 20, 2019 all Information that has been Required by the following Checklist) nature r 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 Herel show all of'the following items: if you need additional room for explanations, Please Provide additional Paper. a.- Location&-Description of Property Boundaries X b. Total Site Acreage. X c. Existing -Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§2x-i7(cu. X d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. X no wastewater treatment in this scope e. Limits of Clearing & Area of Proposed Land Disturbance. U�_ no -change on clearing f. Existing & Proposed Contours of the Site (MInitnum 2 Intervals) g. Location of all existing& proposed structures, roads, X driveways,sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. X 1. Location of proposed Swimming Pool and discharge ring. no swimming ool is in this scope j. Location of proposed Soil Stockpile Area( . X k. Location of proposed Construction Entrance/Staging Area(s). X I. Location of proposed concrete washout area(s). M. Location of all proposed erasion&sediment control measures. X 2. Stormwater Management Control Plan must include Calculations showing _ that the stormwater improvements are sited to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall 1 storm event. 3. Details 8 Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. X c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leachig&Structures (eii.infiltration basins,Swale etc.) X **** FOR ENGINEERING DEPARTMENT USE ONLY*'** _ Additional Information is Required. Reviewed & i Stormwater Management Control Plan is Not Complete. I' ApprevegBy: - - — — — — — — — — — — — — - - - - - - - - - Stormwater Management Control Plan is Complete. Date } SMCP has been approved b}- the Engineering Department. FORM_ " SWCP Check List-TOS MAY 2014 i BUILDING DEPARTMENT- Electrical Inspector -`j ' TOWN OF SOUTHOLD t - .- Town Hall Annex-- 54375 Main Road - PO Box 1179 o 2 g TIN Southold, New York 11971-0959 ` �pN ,Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(catown.southold.ny.us APPL46TION FOR ELECTRICAL INSPECTION ZEQUt=STED BYr--- --�yyfi� ,lobi•-i�------- ---- Date: ,ompany Name: same: 00!�_o _icense No.: S j 22 6 /yemail: \ddress: p, Pow 'hone No.: JOB SITE INFORMATION: (All Information Required) Vame: 'a 4ddress: 5 . 2�0.✓ cross Street ?',,one No. ,. BldgPermit#: y. 6. email: ; Yc:ill[ap-District: 1 QAO Seivn: i 1316ck Lot: ­j�(�tEF-fl�5 1P�'I�f��OP i1/1/OF�K{P'lease Print Ctearly) ---t---Y--------------- ------ ------ . �--- - �� f 011— Girdle-r df That-/kpply: _ ,ls job'refady for-inspaction?: YE / NO Roughs ( Proal C?o you.need a Temp Certificate?: =YES/"NO- -Issued.Ern Temp Information: (All information required) Service-size 1_Ph 3 Ph Size: A #Meters Old Meter# New Service-Fre Reconnect-Flood Reconnect-Service Reconnected - Underground -Overhead #-Underground Latera is- 1' 1 2 --H Frame' .. Pole, --Work-done on Service? Y, -•-tri - Additional Information: PAYMENT DUE WITH-APPLICATION - - - Request for Inspection FortnAs PERMIT# Address: Switches \ Outlets GF"s Sconces 44H's UC Us Fans Fridge HW Exhaust{ Oven Dryer " Smokes pW Service - Crlcio�► Micro y .Generator AkEor--=_- ---- —, • —= rar sfe-reclia i----- — -- AC AH' �- - Comments: . a � o�suFFoc,��oG Town Hall Annex �� y Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CD P. O. Box 1179 y = Southold, NY 11971-0959 • y�ol � dap! BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 2-c) 1 A Owner: t` 46 t- t�e Er REED Location of Property: (?05 �,y �„"&O q fA Rk 93) Gs+ Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: c` r Name (person submitting this form): '� 7 e A_ �rufc c Capacity (check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 rr rC ti�}1 F � ,.:'. ,�}. 4�L'�ss. �'f I.,.:':�.�qC. i R •{t_sr �i'.*:. r� _} .- 4_�r�-'— ` �� rr:"• r bt�rY-S.r.�t...... y r'. fr � rF i r _ •i . • FLOOR FRAMING, INCLUDING 5URVEY OF PART OF L.OT5 213 4 4 5UE3DI\1151ON MAP, LAND OF N MARION O. RI GHARD50N. FILED DECEMBER 31, 1927 MAP No. 8541 51TUATE:: AST MARION 14 � TTOM: 5� UT OLD � SIFOLK COUNTY, NY �SOund SURVEYED 08-26-03 SUFFOLK COUNTY TAX # a. 1000-21-1-1.3 c p it�t�1O: \�� 1 >Nlichael�3cLu�Ct o��� o; 8 e0 1 / n �y ' 9 1 / I � 0/ – ___ ' -vt moo' II IIS r 11 O �dOOO1 04 �, , ete w 1 i i et`�• � � �aua��oaau�oo�Oa �� x Q �' 11 gyy t 1 11 , 111141 �Ot t LQ Intl --�.� 11 1 s+• _' w 9•� 1�4 ttt �_Vpti �� 1 '0A T \ 1 Q \tt 1 111 tt l .00 tt 1 tt 1 t1 1 , t 11 It ` 1 0 111 ;1 1 ' 1; 1; �w AA �� a�•►l7a' ,� p� 9$ 5"►�ya25 y�al°Op� Of _ Waw— 1 a � s &NEW�® NOTES: ,wwthp rep o, pts tin Ino,uvey arp xcr,g p IlGansap IOaU sevcypr•,unl K o i lotbn of eeclian'110'1,xbtLVlsWn z of lM .[(��� Hca Yak Stota E,]xalian Lon" MONUMENT FOUND �N 61y copes frpn b or onnl of tka swcy ffq-kpp w5h on W kf�Wl oI IM Ip.t cbrveyo."c PIPE FOUND r + r ppp Kpl slnil � t„a -rfz Y stR�colwrm,ncvtrp Moron Wanly IMI thl. vpy.am ry'epa ed!n pGGoltlaYe nitU tM pY- wti�,�dpwdYor SlOSeoAYALa4'pir t°ddpld 1 ELEVATIONS REFERENCE N6VDr 29 ® , I.OId v�or5. OU toftNitoLdaU SMII rua � dtv onIM Mw pMp•snonif fokNwern!Mllp.M O,N,Wnwapyd r=.—.;z ana COASTAL ER05ION HAZARD LINE AS ANNOTATED FROM e-vveop , COASTAL ER05ION HAZARD AREA MAP PHOTO No. 5I-60q-63 b a.rp rol ro sf mM p[p pda bnl hnh[aBpna SHEET 15 OF 4q DTD 8/241/88 JO C. EHLERS LAND SURVEYOR VE@ pOR AREA =, 45,I1G 5:F. OR 1.0312 ACRES `� 6 EAST MAIN STREET N.Y.S.LIC.N0.50202 GRAPHIC, 5GALE I"= 40' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.\\Hp server\d\PROS\03-241.pro REScheck Software Version 4.6.5 Compliance Certificate ` ���:. NOV - 6 2019 Project Addition to Reed/Shubert Residence Energy Code: 2015 IIECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 528 ft2 Glazing Area 16% Climate Zone; 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 815 Rosenburg Road Maggi-Meg Reed&Michael Hideaki Arlizurni East Marion, NY 11939 Schubert studio a/b architects 43 Sidney Place 651 West Main Street Brooklyn, NY 11201 Riverhead, NY 11901 631 591 2402 hIdeaki@studloabarchItects.com Compliance: 11.2%Better Than Code Maximum 278 Your UA: 158 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies % r�rdss Area COvity, Cont. -Fact■ uA A,s�erribly_ -or or 11-Value, R-Value Perimeter Ceiling 1: Cathedral Ceiling 686 49.0 0.0 0.022 15 Skylight 1:Wood Frame:Double Pane with Low-E 8 0.450 4 SHGC: 0.28 Wall 1:Wood Frame, 16" D.C. 237 21.0 0.0 0.057 9 Window 1:Wood Frame:Double Pane with Low-E 41 0.290 12 SHGC: 0.31 Door 1:Glass 41 0.300 12 SHGC:0.26 Wall 2:Wood Frame, 16"D.C. 180 21.0 0.0 0.057 10 Window 2:Wood Frame:Double Pane with Low-E 4 0.290 1 SHGC: 0.31 Wall 3:Wood Frame, 16"o.c. 237 21.0 0.0 0.057 11 Door 2: Glass 48 0.300 14 SHGC:0.26 Wall 4:Wood Frame, 16"D.C. 225 21.0 0.0 0.057 12 Window 3:Wood Frame:Double Pane with Low-E 12 0.290 3 SHGC: 0.31 Wall 5:Wood Frame, 16"D.C. 180 21.0 0.0 0.057 10 Wall 6:Wood Frame, 16"D.C. 61 21.0 0.0 0.057 3 Project Title: Addition to Reed/Shubert Residence Report date: 11/02/19 Data filename: C:\Users\hidea\OneDrive\Documents\Studio ab\Projects\1811 Pagel of 2 Reed&Schubert\DOC\ENGINEERING\resck-Reed-Shubert 4.rck Gross Assembly or cpvity Cont. U-F�actor UA Perimeter Wall 7:Wood Frame, 16" o.c. 67 21.0 0.0 0.057 4 Wall 8:Wood Frame, 16" o.c. 35 21.0 0.0 0.057 2 Wall 9:Wood Frame, 16" o.c. 34 21.0 0.0 0.057 2 Wall 10:Wood Frame,16"o.c. 129 21.0 0.0 0.057 3 Door 3: Glass 74 0.300 22 SHGC: 0.26 Floor 1:All-Wood Jolst/Truss:Over Outside Air 93 0.0 19.0 0.043 4 Floor 2:All-Wood Joist/Truss:Over Outside Air 33 19.0 0.0 0.047 2 Floor 3:All-Wood Joist/Truss:Over Outside Air 33 0.0 20.0 0.042 1 Floor 4:All-Wood Joist/Truss:Over Outside Air 8 51.0 0.0 0.020 0 Floor 5:All-Wood Joist/Truss:Over Outside Air 32 19.0 0.0 0.047 2 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheckVersion 4.6.5 and to comply with the mandatory require me listed in the REScheck Inspection Checklist. ff � ke-,1L(C-i- AV Name-Title Signat r D e Project Title: Addition to Reed/Shubert Residence Report date: 11/02/19 Data filename: C:\Users\hidea\OneDrive\Documents\studio ab\Projects\1811 Page 2 of 2 Reed&Schubert\DOC\ENGINEERING\resck-Reed-Shubert 4.rck PROJECT GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: studio a/b architects Addition to Reed & Schubert Residence THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EACH DRAWINGS. 1 /23 T.01 TITLE SHEET 651 West Main Street, 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 2 /23 C.01 Stormwater Management Plan Riverhead, NY 11901 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF LAWS, BY-LAWS, 3TATUTES, ORDINANCES, CODES, RULES, REGULATIONS, AND LAWFUL ORDERS 3 /23 A.01 Site Plan, Demolition Plans 631 591 2402 Owner: THE NEW YORK STATE NYS RESIDENTIAL CODE OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. inf 3st 1426 (NYS) 4 /23 A.02 Floor Plans Maggi-Meg Reed & Michael Schubert NYS ENERGY CONSERVATION CONSTRUCTION CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY info@studioabarchitects.com 5 /23 A.03 Elevations 1 and Exterior Finish Schedule NYS FIRE CODE PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE 815 fire road#3 NYS PLUMBING CODE ABOVE. 6 /23 A.04 Elevations 2 East Marion, NY 11939 NYS MECHANICAL CODE 2. ALL MATERIALS, ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT 7 /23 A.05 Building Section West-East 1 Phone: 646-226-8163 NYS FUEL GAS CODE SHALL MEET THE FOLLOWING REQUIREMENTS: 8 /23 A.06 Building Section West-East 2 and West Bedroom Interior Elevations e-mail: schubert@ruderfinn.com APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS a) THEY SHALL HAVE: BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. 9 /23 A.07 Building Sections W-E and N-S Owner: TOWN OF SOUTHOLD REGULATIONS b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY 10 /23 A.08 Building Section North-South Maggi-Meg Reed and OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, THE REGULATING AGENCIES. 11 /23 A.09 Schedules 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY Michael Schubert Site Address: 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY,ALL DIMENSIONS AND CONDITIONS WITH ONE OF THE FOLLOWING: 12 /23 A.10 Stairway Details 815 fire road#3 SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR 13 /23 A.11 Bathroom Details 815 fire road#3, East Marion, NY 11939 East Marion, NY 11939 BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK. ANY DISCREPANCIES IN THE DRAWINGS b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM El 19, STANDARD METHODS OF 14 /23 A.12 Sky Deck Details Phone 917-945-9555 AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD 15 /23 A.13 Doors and Window Details 1 e-mail maggimegreed@aol.com Tax Map#: SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. TOWN BUILDING DEPARTMENT 1000-21.-1-1.3 NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. (OR) 16 /23 A.14 Doors and Windows Details 2 c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. 17 /23 A.15 Typical Details 1 architect: 3. THE ARCHITECT/ENGINEER HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. 18 /23 A.16 Typical Details 2 SHOWN OR NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH 19 /23 S.01 Structural Notes and Typical Details studio a/b architects NOT MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD THE BUILDING CGDE. 20 /23 S.02 Foundation, First Floor Decking Layouts, and Typical Details 651 WEST MAIN STREET PRIOR TO PREPARING THE DRAWINGS. 6. ALL NEW WORK SHALL COMPLY WITH ANSI 117.1 2001 AMERICAN NATIONAL STANDARD 21 /23 S.03 Second Floor& Roof Decking Layouts RIVERHEAD, NY 11901 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. T: 631 591 2402 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, 7. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF 22 /23 MHVAC and Plumbing Layouts F: 631 323 1426 EXCEPT WHERE SPECIFICALLY NOTED AS"EXISTING TO REMAIN". NOT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION 23 /23 E.0011 Electrical Layout e-mail: info@studioabarchitects.com R302-9 (NYS RESIDENTIAL CODE). 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE 8. ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION R302-10 (NYS QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. RESIDENTIAL CODE) 9 THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR 6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, ELECTRICAL SCAFFOLDING, ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO FIXTURES, WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS ENSURE SAFETY OF OPERATION. CONTRACT. 7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO CONTRACT WORK. ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN BUILDING CODE COMPLIANCE: ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. 1. CLASSIFICATION OF WORK: ADDITION 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE 2. USE(S)AND OCCUPANCY CLASSIFICATION(S): R3, ONE FAMILY RESIDENCE (AS EXISTING) FOLLOWING CONDITIONS: 3. CONSTRUCTION TYPE: VB a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO 4. FIRE PROTECTION SYSTEMS: NOT REQUIRED (NYS EXISTING CODE SEC 804) PERFORM THE CONTRACT WORK. 5. ALARMS: SMOKE ALARM AND CO ALARM REQUIRED. SEE ELECTRICAL DRAWINGS b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. 6. RESCUE OPENINGS: SEE FLOOR PLANS 7. HEIGHT AND FIRE AREA: 23.8', 2 STORIES, AS EXISTING; 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL 8. STRUCTURAL DESIGN CRITERIA: ENGINEERED. WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF 9. FRAMING ELEMENTS: SEE STRUCTURAL DRAWINGS ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. 10. DESIGN LOAD CALCULATIONS: SEE STRUCTURAL DRAWINGS 11, LOAD PATHS FROM ROOF TO FOUNDATION: SEE STRUCTURAL DRAWINGS 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND ACCEPTABLE 12. NAILING AND/OR CONNECTION SCHEDULE, FRAMING DETAILS: SEE STRUCTURAL DRAWINGS CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY 13. GLAZING PROTECTION: REQUIRED (WIND SPEED 130 MILE ZONE; 0.1 MILE (<1 MILE)TO COAST LINE) CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN AND PROVIDE HURRICANE SCHEDU SCHEDULE RATED WINDOWS AND/OR PROTECTION PANELS,AS PER WINDOW WINDOW NOTES. SPECIFIED OR INDICATED. 14. PLUMBING RISER DIAGRAM: SEE PLUMBING DRAWINGS No. Description Date 11. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT 15. ENERGY CODE COMPLIANCE (PRESCRIPTIVE) 1. ALL WORK IS TO CONFORM TO ALLAPPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE STANDARDS OF SUCH ITEMS. ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR DEPT, OF LABOR, INDUSTRIAL LABOR CODE, RULE REGULATIONS, NBFU AND UTILITY CODES, OSHA COO HEALTH CODE, FIRE DEPARTMENT DES AND NYS BUILDING CODES. APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, ZONING: 2. ALL EXTERIOR WINDOWS TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH 3 SEC. GUSTS, OTHERWISE, PROTECTION PANEL TO BE PROVIDED. 12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS ZONED: R40 3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYSBC SECTIONS 714.2.6, 714.3, AND 2406. PER SPECIFICATIONS. 4. ALL CONTINUOUS INTEGRAL PULLS 10 HAVE ROUNDED AND SMOOTH EDGES. REQ. ACTUAL/PROPOSED 5. INTERIOR WINDOW SILL STOOLS AND APRONS SHALL HAVE CLOSED END CAPS, SAME GAUGE AS 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS LOT AREA ................................ 40,000 ....................... 45,180 AS EXISTING STOOLS. ARE SHOWN AS NOMINAL SIZE. BUILDABLE LAND.................... 32,253 AS EXISTING 14, DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, LOT WIDTH ............................... 150 ............................ 146.5 AS EXISTING DOOR NOTES. LOT DEPTH ............................... 175 ............................ 257 AS EXISTING PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTED OTHERWISE. FRONT YARD ........................... 50 .............................. 119 AS EXISTING ' 1 SIDE YARD ............................. 15 .............................. 20 AS EXISTING 1. ALL EXTERIOR DOORS SHALL HAVE kti"AXIMUM OPENING FORCE OF 8.5 LBS, AS PER ANSI 117.1 15. PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC., AS 2 SIDE YARDS ......................... 35 .............................. 69.8 AS EXISTING 2. THE HARDWARE FOR EXTERIOR COF?IiIUOR AND LOBBY DOORS SHALL HAVE PANIC HARDWARE AND REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. ALL DOORS SHALL HAVE HANDICAP[ED ACCESSIBLE HARDWARE. REAR YARD .............................. 50 .............................. 85.9 AS EXISTING rT - 3. ALL EXTERIOR DOORS WITH GLAZIN ,7 MEET LARGE MISSILE IMPACT TESTING AND 120 MPH 3 SEC. DISTANCE TO BLUFF .............. 100 ............................ 23.9 AS EXISTING (EXISTING DECK) 16. THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, GUSTS. 37.1 PROPOSED ADDITION SUMMARY OF WORK ,AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY BUILDING AREA . 3,198.31 EXISTING HOUSE INCLUDING DECKS 4. ALL DOORS TO HAVE SAFETY GLASS IN COMPLIANCE WITH SECTION 2406 (NYSBC). lSNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY 269.22 ADDITION (OUT OF EXISTING FOOTPRINT) THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: 3,467.53 TOTAL AFTER THIS ADDITION 17.THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND 486.19 EXISTING SHED & DECK OTHER NOTES: 1, SECOND FLOOR WEST BEDROOM ADDITION ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. COVERAGE .............................. 20% MAX. ................ 10.75% NOT INCLUDING SHED IN CEHA 1.1 BEDROOM HEIGHT IN FEET ........................ 35 MAX. .................... 23.8 PROPOSED ADDITION SEE DRAWINGS 1.2 BATHROOM 18. THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, HEIGHT IN STORY ....................2 1/2 MAX. ................ 2 AS EXISTING 1.3 SECOND FLOOR NORTH DECK SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS 1.4 SECOND FLOOR SOUTH DECK NECESSARY FOR THE PROPER EXECUTION OF THE WORK. 1.5 SKY DECK AND ACCESS STAIRCASE 19. MINIMALIZATION, SEPARATION, AND RECYCLING OF WASTE ARE ENCOURAGED. 2. FIRST FLOOR ALTERATION OTHER REGULATORY REQUIREMENTS: ABBREVIATIONS: 2.1 STRUCTURAL COLUMNS SUPPORTING SECOND FLOOR ADDITION 20.ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE 2.2 STAIRWAY ACCESSING TO THE BEDROOM ADDITION CONTRACT DOCUMENTS. Health Department: Not Required. Numbers of bedrooms are same AFF ABOVE FINISHED FLOOF H OR HT HEIGHT 2.3 ADJUSTMENTS FOR THE: STAIRWAY IN EXISTING SCREEN PORCH AND DEN 21.COPYRIGHT©[2019], STUDIO A/B ARCHITECTS Existing Den, which will be used as Den, is designed as a master bedroom ALUM. ALUMINUM H.P. HIGH POINT 3. ALL RELATED MECHANIC/>L, PLUMBING AND ELECTRICAL WORK THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS Board of Trustee: Required & AND HRDWD HARDWOOD AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST. THEY ZBA: Required APPROX. APPROXIMATELY HVAC HEATING VENTILATING AND MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, Planning Board: Not Required ARCH. ARCHITECT AIR CONDITIONING PROJECT OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. DEC: Not required (Past letter is attached) @ AT HORZ. HORIZONTAL THE OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. CONTROLLED INSPECTIONS: BLD'G BUILDING INSUL. INSULATION B.O. BOTTOM OF INT. INTERIOR C.I. CAST IRON L.F. LINEAR FOOT CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE CL CENTER LINE L.P. LOW POINT SOUTHOLD BUILDING DEPARTMENT CLG. CEILING MAT. MATERIAL .�ERED ARCS` CLO. CLOSET MAX. MAXIMUM ��5 �pKi Af? THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT CMU CONCRETE MASONRY UNIT MECH. MECHANICAL LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. COL. COLUMN MIN. MINIMUM 2 Z „7 CONC. CONCRETE MTD. MOUNTED itp''--.-= ji CONT. CONTINUOUS MTL METAL �� CU.FT. CUBIC FEET N.I.C. NOT IN CONTRACT CU.YD. CUBIC YARD NO. NUMBER SITE SAFETY AND PROTECTION NOTES: LOCATION MAP: DET DETAIL NOM. NOMINAL 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL DIA. DIAMETER NTS. NOT TO SCALE ' DIM. DIMENSION PLY PLYWOOD JURISDICTIONAL AND OSHA REQUIREMENTS. DIM DIMMER O.C. ON CENTER Btdg Dept copy from ZBA 2. SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS, SCAFFOLDING, DR. DOOR R RADIUS DWG DRAWING RAIRAILING FIRE PROTECTION, TRIP HAZARDS PROTECTION, ETC. THEY SHOULD ADDRESS ANY POTENTIAL ELEV. ELEVATION REIN[.N[. REINFORCING INTERACTION BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION ELEC. ELECTRIC R.D. ROOF DRAIN PROCESS. ENT. ENTRY READ. REQUIRED EQ. EQUAL RM ROOM EQUIP. EQUIPMENT SF SQUARE FEET PROJECT EXIST. EXISTING SIM. SIMILAR Reed & Schubert -..- EXT. EXTERIOR SPEC. SPECIFICATION FF FINISHED FLOOR S.S. STAINLESS STEEL PROJECT SITE FIN. FINISH OR FINISHED STD. STANDARD Residence FL. FLOOR STL. STEEL FLASH'G FLASHING TEL. TELEPHONE F.P. FIRE PROOFING TH. THICKNESS Long1slandSound FT FEET T.O. TOP OF w4; GA GAUGE TYP. TYPICAL GALV. GALVANIZED U.O.N. UNLESS OTHERWISE NOTED G.C. GENERAL CONTRACTOR V.I.F. VERIFY IN FIELD TITLE SHEET GL. GLASS W WIDTH GWB GYPSUM WALL BOARD W/ WITH WD WOOD r:, a4 W.R.B. WATER RESISTIVE BARRIER Project number 1811 n Date 02/07/2019 Drawn by HA 2 13 q Q k. Checked by GB o, t T . 01 N co r Scale As indicated M SOUNO studio a/b architects 651 West Main Street, SLARiverhead, NY 11901 I'ONG 631 5912402 631 3231426 info@studioabarchitects.com Owner: Maggi-Meg Reed and _______�—LAND NOW OR FORMERLY OF----- Michael Schubert MAGGI-MEG REED AND 815 fire road#3, East Marion, NY 11939 ____ _MICHAEL SCHUBERT------' Phone 917-945-9555 e-mail maggimegreed@aol.com NOTES: 1. ALL EXTERIOR WALLS AND TRIMS TO REMAIN TO BE REPAINTED 2. ROOFS TO REMAIN EXCEPT WHERE PATCHED 3. ALL INTERIOR CEILINGS, WALLS TO REMAIN TO BE REFINISHED 4. ALL INTERIOR WOOD FLOOR TO REMAIN TO BE RE-SANDED AND REFINISHED ---------------- 141-88' 5, ALL REMOVED DOORS AND HARDWARE TO BE STORED FOR OWNER'S REUSE k- E 16* 3() ....... N 48' ------------- EL.10, zz 7 IN N, PROP. 2FL DECK TO REMAIN A1 .8 ........... N ADDITION ff 7T_ j &\ C F_ TOP OF BLUFF TO �ZN CORNER OF PROP. (B 4 2ND FLOOR DECK % -------------- TO PROP. -----------___------" � �O -/-- �GQ _— r ,,, 133. 7,). L.50.7�� EL.467 COLUMN ROOF TO EXISTING SCREEN EXISTING TO BEi. FRAME AGE PORCH DEMO L(SHED 7 4:2 ' TO PROP. N " 2ND FLOOR 83.1 \ X� ADDITION No. Description Date tp 0 STRIJCTURFTO 7- \j t- i tS A �A R�MAIN ROOF EXISTING DECK > R OFING MAY\ N �TS_T I 7(9 IiE �q OVERHANG TO bEWUStEWU H L / REMAIN CE 0 B2 EXISTING P 2FL,,Dh,"CK',c6 C) N LAND NOW OR C� L 64.1 FORMERLY OF `0 X ' HENRY VIS CAR DI JR. Cl) EL.62XISTING-COVERED PO CH EL_59t_, EXISTING DECK : r4b t EL.58 / \ ro _7 BO A2.6 2. A4 I fE�L5 7 Second Floor Demolition Plan 11 EL.56 3- -0 1/8" PROP. ROOF,DECK ADDITION OVER LOT r-E EXISTING ROOF L.50.7' PROP. co 2FL& ROOF EVEL DECK ADQ ION LOT EL.54.4' UPPER PART OF THIS CLOSET WALL TO BE DEMOLISHED o 0 FOR NEW STAIRCASE INSTALLATION +EL.52 4 WALL OPENING TO BE MADE LOT WELL r PART OF SCREEN PORCH 1 EL,52,1 COLUMN TO BE U Ar?/, DEMOLISHED A1 .8 j li.A LOT 1 135 - -----..=- ------------------ 1P .,, . .. I :I *�:�: **.7 LAND NOW OR -------------------- ---------------------- IZ ------ 54.2 Q? y o237 FORMERLY OF THIS IS THE END OF 64 7..7: -------------------- �7*_=-----------* _1 7 Op -z B3. CO THE ROAD, LLC -77-7-, ------------- Bldg Dept copy from ZBA EL.55' ------------ ------------- -------- ------------------------------- 7 Final reviewed docurpents ------------- '0(9, ZBA File # -7030/ 7 -------------- Date:V /nS 00 PART OF DECK -------------: ______-,____-:,__- ---- - - 441 --------------- ----------------------------------------------------------------------------------------------- __:_=__ _7 '08, DEMOLISHED L ----- _---------_------- ----------------------- 00', 49 PROJECT o (Z) --------- -------- 7-7. 7 LOT'S-,� r--- ---------- --------------------------------- -- - ------------- ----------------------- --------- ---------- -7 -------------- ---——---------------------------------- ------------------------------------ co Reed & Schubert 7---------- ---7--- - ------------------------------------------------------------------------------------I-------------- _7 L: ---------­­­ ------------- ---------------- --------------------- ALL---Fi LOORS AND DECKS 7 "REMAIN ----------- ------ ................. ------- ------- MO / ...... Residence .......... 7 --- ­------------------------------------------ -- - -------------------- B2 -M. .............. .......... ------------------- -------------- SITE PLAN IS BASED ON SURVEY -- -_ ----------__---=- --------------------------- BY NOTKNOWN Site Plan Demolition ---------­­ -------- 7--------- '30, EL.5 DATED NOTKNOWN 0 0071�__177__ SURVEY NOTES: 131 Plans 4° 0 C9 OF SURVEY OF PART OF LOTS 2, 3, &4 1 11.o SUBDIVISION MAP, LAND OF MARION G. RICHARDSON FILED DECEMBER 31, 1927 MAP#859 130 EAST MARION, OWN OF SOUTHOLD Project number SUFFOLK COUNTY, NY 1811 Al A2 A2.6 Date 02/07/2019 SURVEYED 08-26-03 TAX MAP#: 1000-21-1-1.3 Drawn by HA 2 Checked by GB r, Site Plan -, 0) A. 01 CD N �2 Scale As indicated AREA OF BLOW-UP AREA OF BLOW-UP studio a/b architects _....... ........ ...... ....... ....... ...... . . ... .... ..... 651 West Main Street, Riverhead, NY r------ ---� --- 1 -._.. .....":_..:..... .. r------------ ----------------� 11901 631 591 - : _:_: :.... ...:...:. __ I I 631 3231426 „ I _.....:........_.._-.. _ EXISTING DECK TO I I Info@studloabarchitects.com ...... REMAIN 65 I I tI -- _________A1 .8 A1 .8 I ;y{ Owner I I j Maggi-Meg Reed and B4 B - - Michael Schubert II E73,9 Bedroom 2 I 815 fire road#3, East Marion, NY 11939 I I B 3.8 - I Phone 917-945-9555 I I' : fd. TO -- UP REMAIN I j e-mall maggimegreed@aol.com EXISTINi I '''Mil 1. Screen Porch __ I ;.... ._. I Living/Dining/Kitchen en _.EX1ST[NGTO . EXISTING TO REMAIN ; I -- -REMAIN -: _ I i , i - ----.I. ' 3 A.06 CB_4�- - 'rR- -� I ' i I Bathroom Den L�- I EXISTING TO Bedroom 3 UL--- II - I REMAIN I �- -___. ..w _.. ._.. ._ -.. EXISTING TO B2 .... .. .... _.. _.. __ -- - - - I B2 --I - - -- - -- - - REMAIN _ _ _ __I EXISTING TO I -- i . �.. - REMAIN I EXISTING ENTRY DECK I 5 I I I I ......::::... ........ .. ---- --- ::" __� - 8 6 B1 - - fi .._...-:-..::__ __. A11 - I: i, I I ' I II i -T130 j Al A2 A2.6 A3 A4 j Al A2 A2.6 A3 A4 L•---- -----J `------------------------------� 2 First Floor Key Plan n Second Floor Key Plan No. Description Date 1 2 A.08 A.07 INTERIOR EXISTING EXTENSION I INTERIOR/, A.03 TO SCREEN j A.03 PORCH 1 2 1 �� 1 A.08 A.07 A1 .8 __ .__ ._ A1 .8 11'-4 1/2"+/- 4' -7" +/- \,-___-3'-7114" -" " WITTUS SHAKER STOVE EXISTING - - - - � W/CHIMNEY F1 W/39"X 39" BLACK STEEL SKYLIGHT, TYP. SCREEN PORCH EXTENSION 1 FLOOR PLATE NEW 6X6 ACID COLUMN B4 _ _ _ - �� _ &B - 9 eck M orth D I _I co 3 6 B3.9- 6 i j ;2 f _............ ... .... ........... PORTHOLE WINDOW .8 _ . ] I OWNER SUPPLIED �-� 7-1-OCATE ON 19'-2 3/4" I - 2 1 studio a/b architects A.07 A.08 1X2 O N 1X12 FASCIA 651 West Main Street, PROP. SKY DECK --- 3 _ 2 3 Riverhead, NY 11901 A.12 A.12 A.10 631 591 0 631 323 1426 info@studioabarchitects.com NEW SKY DECK SUPPORT WALL A4 A3 A2.6 A2 A1 .8 Al Y - - Owner: NEVI/WALL Maggi-Meg Reed and 'CEDAR VERTICAL SIDING Michael Schubert ! TO MATCH EXISTING w 815 fire road#3, East Marion, NY 11939 ,� Phone 917-945-9555 0 e-mail maggimegreed@aol.com 0 O Lu F_ C� M U z w EXISTING ROOF I J o co w i m cn I O W O I I : I i ii : I I I : Secon Floor est — — a 1 7 I' - p„ j I I i Cl) EXISTING SKYLIGHTS NEW WALL N I I I ) I I CEDAR VERTICAL SIDING _ TO MATCH EXISTING ALL EXISTING TO REMAIN I I Z l I ! (NO WINDOWS OR DOORS ARE SHOWN) —_- - - I i X : I , EXIST I - EXIS ING SCREEN PORCH COLUMN WALL I NEW WALL i jEXISTINGW - WINDOWS - PROF. 6X6 ACQ COLUMN I i ! III I i ! : I --- : I : I : I : I I , I First Floor = =1 - I1 I =1 I 1 1 II 1 I � i I � � � I--- •I � � __ � �� � !l � I-=1 - - . ."- - . '" -" ,' ---. -- - �- -- ---- -- = _ No. Description Date — � illmr=� IIIA --- - ---- � -- 1 = I I I I- - I I I _�I I I I I I =I I ► I III=1 I I 1 I I 1 I_I 1=IIII F1 III III=1 1=I 1=1 I III 1 I ► I== III III--I ►-�I I_ I I III III III I I I I _III 11=I ►_ I 11=1 I I—III—► ► �-I�—III=1 I= =1 I II I I--I I II I II I II I II I II I ► ► I II I I 1 North Elevation _ - _— EXISTING SCREEN PORCH COLUMN 1/4' = 1'-0" 1 2 2 1 A.07 A.06 A.05 A.06 B4 133,8 B3 131 130 Exterior Finish Schedule ext fin# Construction Exterior Finish Color Notes 1 New Roof Asphalt shingles to match existing 2 New Roof under north deck EPDM, PVC, or TPO single ply light gray or white waterproofing membrene 3 New Roof over South Deck 5/8" Polycarbonate Twin Wall Sheet Clear 4 Fascia 1x Cedar weathered gray _ 5 Soffit 1/2" PVC board white 6 New Wall, except South end Cedar Vertical Siding to match existing weathered gray NEW ROOF I 7 New Wall, South end (#BO) Reversed Board and Button, Cedar weathered gray Use 3/4"sheathing 1x4 on 1x2 8 Window and Door Trim 1x4 Cedar, flush to siding weathered gray 9 South and East Lattice Panel Vertical 1x4 Cedar @4"O.C. weathered gray - 1X6 FASCIA 10 Deck Railing Top: 4x4 Cedar, Face: SS wire @4" Cedar to be weathered gray I I I I O.C., partially Vertical Lattice; Railing Post: 4x4 Cedar 11 Deck 5/4 x 4 Cedar To be protected with wood clear sealer, or deck stain 12 Exterior Structural Column and ACQ 6x6 columns, ACQ 4x6 braces Bracings QED qr, ` PORTHOLE I ( i i \�L� K►,qR OWNER SUPPLIED PROP. WALL CEDAR VERTICAL SIDING Q S� TO MATCH EXISTING i LEADER ,,, li ypQ Second Floor West : i EXISTING ROOF/ FASCIA i PROJECT I PROP. 6X6 ACQ COLUMN Reed � Sch u be rt NEW 6X6 ACQ i COLUMN ' \ EXISTING DOOR &WINDOW Residence \ EXISTING WALL KEEP EXISTING CEDAR VERTICAL SIDING SCREENED OPENING EXISTING ! I Elevations 1 and SCREEN I �, PORCH _ _ — I _ — First Floor Exterior F i n i Dept copy from ZdA COLUMN 61' - 0" I a reviewed documents ZBAFie# '7 p _ LEADER CONNCECT TO DRAIN TILE Schedule pate: CONNECTED TO STORM DRAIN SYSTEM EXTERIOR FINISH NOTES: Project number 1811 - — _ 7 T 7— 1. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS. Date 02/07/2019 Drawn by HA Q —III— I I—� —I I I I — Checked by GB N - - I 11 1I I —� I—I I�I I I I I I I I I I I—III—III IIIIIIIIIIII -III I I I I I I I I I III III III III IIII I III III III II I — II III III III II A. 03 .West Elevation N Co _ 1/4" = 1'-0" M Scale As indicated co SIDE OF EAVES �+ LATTICE BOARD 1 2 3 2 3 stud io a/b arch ite CONTINUES TO BE A.08 A.07 A.10 A. A.12 c s BOARD &BATTEN 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 323 1426 �-- REVERSED � 1X4 VER ICAL LATTICE BOARD & BA 1X2 CEDAR 1X4 �� info@studioabarchitects.com 2. A3 Al � I I A1 .8 A2 A2.6 EXISTING CHIMNEY A4 Owner: Maggi-MegReed and VERTICAL CEDAR SIDING TO MATCH EXISTING GUTTER I I Michael Schubert HALF ROUND SHAPE, TYP. 815 fire road#3, East Marion, NY 11939 Phone 917-945-9555 o - e-mail maggimegreed@aol.com I EXISTING ROOF W/DORMERS CEDAR 4X4 COLUMN I ' I l I i Second Floor West 73' - 0" EXISTING ROOF i TO REMAIN I EXISTING AWNING OVER PORCH ' I I I I \ \ EXISTING TO REMAIN -- - — i NEW BRACING 4X6 — I I I � I i { : I ACQ, TYP. 'I NEW 6X6 ACQ COLUMN � � I EXISTING WALL I i I I ' - - - - I' -- - - - - -- --- - - _LZ First Floor 61 - 0 _ No. Description Date 1I _ = 1 = 11 11III= 1 F=7� l FE-1 I = = -III—III III III III—III III III III—III III III- III III III—III III IIIIII—III III III III III—IIIIII—III III -III--III-- —III-- III--III III—III IIIIIIIIIIII—III I�I—III I�I I I�I I�I I� l I= NEW 12" DIA. NEW DECK GIRDER CONC. PILE, TYP. EXISTING ROOF South Elevation 1'-0" 1 2 2 1 A.06 A.05 A.06 A.07 BO 131 B2 B3 B3.8 B4 B5 Y I I NEW ROOF ASPHALT SHINGLES TO MATCH EXISTING NEW SKYLIGHT NEW SKY DECK I I I I I I 1X6 FASCIA RAINWATER FROM NORTH PART OF ROOF SHALL BE DELIVERED TO THE EXISTING MAIN ROOF SOUTH SIDE - UNDER THE SKY DECK CONST. r SKY DECK SUPPORTING LEG WALL VERTICAL SIDING EL? VERTICAL 1X4 LATTICE - I j I I I I TO MATCH EXISTING 0�5o�pK�AR//46 C ON BOTH SIDESn i I ON WRB W/2=P�YWD-SHEATHI ON 2X4 STUDS Nkk Il , o � I I : 2 8 Floor 37 O Second F oo est 73' - 0. �E`� ------- Living/Dining/Kitchen I I I I j \ PROJECT i i \ Reed & Schubert ■ I Residence l I I First Floor -- - - - - —First - oil Elevations 2 Bldg Dept copy from Z6A — _ _ _ _ _ _ Final reviewed oc mems — --- - I - - . • -. - .. - - - � _ - I -II it--- I II C RAW L SPACE 55' - 6��-� Project number 1811 Date 02/07/2019 —I I—II— I I III ISI —� �— — ISI �} I— — } �T Drawn by HA 1 I —III I1=1 I . III— I I I III- Basement Checked by GB �z East Elevation A- 04 114" = 1'-0„ Scale 1/4" = 1'-0" PROJECT GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: studio a/b architects Addition to Reed & Schubert Residence THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. • EACH DRAWINGS. 1 /24 T.01 TITLE SHEET 51 West Main Street, 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 2 /24 C.01 Stormwater Management Plan Riverhead, NY 11901 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS, AND LAWFUL ORDERS 3 /24 A.01 Site Plan, Demolition Plans 631 591 2402 Owner: 6313231426 THE NEW YORK STATE (NYS) RESIDENTIAL CODE OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. 4 /24 A.02 Floor Plans info@studioabarchitects.com Maggi-Meg Reed & Michael Schubert NYS ENERGY CONSERVATION CONSTRUCTION CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY 5 /24 A.03 Elevations 1 and Exterior Finish Schedule NYS FIRE CODE PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE 43 Sidney Place, NYS PLUMBING CODE ABOVE. /24 A.04 Elevations 2 Brooklyn, NY 11201 NYS MECHANICAL CODE 2. ALL MATERIALS, ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT 7 /24 A.05 Building Section West-East 1 Phone: 917-945-9555 NYS FUEL GAS CODE SHALL MEET THE FOLLOWING REQUIREMENTS: 8 /24 A.06 Building Sections, West-East 2 and West Bedroom Interior Elevations Owner: e-mail: maggimegreed@aol.com APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. 9 /24 A.07 Building Sections W-E and N-S schubert@ruderfinn.com TOWN OF SOUTHOLD REGULATIONS b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, THE REGULATING AGENCIES. 10 /24 A.08 Building Section North-South Maggi-Meg Reed and Site Address: 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY 11 /24 A.08.2 Building Section North-South thru West Bathroom Michael Schubert 815 Rosenburg Road(Fire Road#3) 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY, ALL DIMENSIONS AND CONDITIONS WITH ONE OF THE FOLLOWING: 12 /24 A.09 Schedules East Marion, NY 11939 SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR 13 /24 A.10 Stairway Details 815 Rosenburg (Fire Road#3), p BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK. ANY DISCREPANCIES IN THE DRAWINGS b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM E119, STANDARD METHODS OF 14 /24 A.11 Bathroom Details East Marion, NY 11939 Tax Map#: OCcU l�f AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT, NO CHANGE IN DRAWINGS OR FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD 15 /24 A.12 Sky Deck Details Phone 917-945-9555 1000-21.-1-25.1 (Formerly 1.3) SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. TOWN BUILDING DEPARTMENT e-mail maggimegreed@aol.com 16 /24 A.13 Doors and Window Details 1 USE IS l �� NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. (OR) 17 /24 A.14 Doors and Windows Details 2 c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. architect: WITHOU I (. i. 3. THE ARCHITECT/ENGINEER HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. 18 /24 A.15 Typical Details 1 studio a/b architects n SHOWN OR NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH 19 /24 A.16 Typical Details 2 : NOT MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD THE BUILDING CODE. 651 WEST MAIN STREET OF OVC �4",.r ..�' � 20 /24 S.01 Structural Notes and Typical Details PRIOR TO PREPARING THE DRAWINGS. 6. ALL NEW WORK SHALL COMPLY WITH ANSI 117.1 2001 AMERICAN NATIONAL STANDARD 21 /24 S.02 Foundation, First Floor Decking Layouts, and Typical Details RIVERHEAD, NY 11901 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. T: 631 591 2402 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT, 7. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF 22 /24 S.03 Second Floor&Roof Decking Layouts F: 631 323 1426 EXCEPT WHERE SPECIFICALLY NOTED AS"EXISTING TO REMAIN". NOT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION 23 /24 MP.01 HVAC and Plumbing Layouts e-mail: w 2Q19 e-mail: info@studioabarc:hitects.com R302-9 (NYS RESIDENTIAL CODE). 24 /24 E.01 Electrical Layout 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE 8. ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION R302-10 (NYS QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. RESIDENTIAL CODE) 10"A"lACI INSPECTIONS ARE rEQUIRED 9 THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR Contect TOS Englneering at 76.5-1560 before 6. THE CONTRACTOR SHALL DISCONNECT AND/OR REMOVE ANY EXISTING PLUMBING, ELECTRICAL SCAFFOLDING,ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO EcIlM,OR Provide Engineer's Certiflcatlon FIXTURES, WIRE CONDUITS, OR OTHER WORK WHICH MIGHT INTERFERE WITH THE WORK OF THIS ENSURE SAFETY OF OPERATION. AIA�PPO�'EID �� ��®� ® Clat tho dreinero has been instfllind to Code. CONTRACT. DATgp # �/ 7. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO CONTRACT WORK. ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE FEF; �EY: ,i";11 exterior lighting FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN BUILDING CODE COMPLIANCE: B NOTIFY BUILDING DEPARTMENT AT �,+ p ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. Intstalled,replaced or 1. CLASSIFICATION OF WORK: ADDITION 765-1802 8 AM TO 4 PV, FOR THE np ired shall conform 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE 2. USE(S)AND OCCUPANCY CLASSIFICATION(S): R3, ONE FAMILY RESIDENCE (AS EXISTING) FOLLOWING INSPECTIC^'S: 3. CONSTRUCTION TYPE: VB to Chapter 172 FOLLOWING CONDITIONS: 1. FOUNDATION - TWC ECUIRED a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO 4. FIRE PROTECTION SYSTEMS: NOT REQUIRED (NYS EXISTING CODE SEC 804) FCR POURED C:''"�CRkTE of the Town Code PERFORM THE CONTRACT WORK. 5. ALARMS: SMOKE ALARM AND CO ALARM REQUIRED. SEE ELECTRICAL DRAWINGS 2. ROUGH - FRAMING & PLUM2!NG b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. 6. RESCUE OPENINGS: SEE FLOOR PLANS 3. INSULATION 7. HEIGHT AND FIRE AREA: 23.8', 2 STORIES, AS EXISTING; FINAL - CONSTRUCTION MUST 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL 8. STRUCTURAL DESIGN CRITERIA: ENGINEERED. 4. FI COMPLETE FOR C.O. WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF 9. FRAMING ELEMENTS: SEE STRUCTURAL DRAWINGS ALL CONSTRUCTION SHALL MEET THE USu p1"0 V d C rAt rt1B�5 ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. 111. LOAD PAT10. DESIGN OHSDFROM ROOFONS: SEE STRUCTURAL TO FOUNDATION: SEE STRUCTUNGS RAL DRAWINGS REQUIREMENTS OF THE CODES OF NEW o' and s ` i 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND ACCEPTABLE 12. NAILING AND/OR CONNECTION SCHEDULE, FRAMING DETAILS: SEE STRUCTURAL DRAWINGS YORK STATE. NOT RESPONSIBLE FOR NYS Energy Cede CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY 13. GLAZING FROTECTION: REQUIRED (WIND SPEED 130 MILE ZONE; 0.1 MILE (<1 MILE)TO COAST LINE) DESIGN OR CONSTRUCTION ERRORS. CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN PROVIDE HURRICANE RESISTANT RATED WINDOWS AND/OR PROTECTION PANELS,AS PER WINDOW SPECIFIED OR INDICATED. R SCHEDULE 14. PLIUMBINOG RISER DIAGRAM: SEE PLUMBING DRAWINGS WINDOW NOTES: 11. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT 15. ENERGY CODE COMPLIANCE (PRESCRIPTIVE) No. Description Date 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. 1 Revisions for Bldg Pmt 10/31/2019 COMPLY WITH ALL CODES OF Blower door SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE DEPT, OF LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT NEW YORK STATE & TOWN CODES STANDARDS OF SUCH ITEMS, ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR REGULATIONS, NBFU AND UTILITY CODES, OSHA CODES AND NYS BUILDIi�Pp AS REQUIRcQ AND CONDIT"ONS OFnd ductwork APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, ZONING: 2. ALL EXTERIOR WINDOWS TO MEET LARGE MISSILE IMPACT TESTING ANDSEC. GUSTS, testing required. OTHERWISE, PROTECTION PANEL TO BE PROVIDED. SOUiHOLD TGiv`v SEA ge q 12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS ZONED: R40 3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYSBC SECTIONS 714.2.6, 714.3, AND 2406. -------- - 'r_ PER SPECIFICATIONS. 4. ALL CONTINUOUS INTEGRAL PULLS TO ;AVE ROUNDED AND SMOOTH EDGES. �u REQ. ACTUAL/PROPOSED 5. INTERIOR WINDOW SILL STOOLS AND APRONS SHALL HAVE CLOSED END CAPS, SAME GAUGE AS SDUTHOLDTC' N IRUSTEES 13. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS LOT AREA................................ 40,000 ....................... 45,180 AS EXISTING STOOLS. ARE SHOWN AS NOMINAL SIZE. BUILDABLE LAND.................... 32,253 AS EXISTING N.Y.S.DEG ELECTRICAL LOT WIDTH ............................... 150 ............................ 146.5 AS EXISTING INSSPECTION REQUIRED 14. DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, LOT DEPTH .... ........I................. 175 ............................ 257 AS EXISTING DOOR NOTES: PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTED OTHERWISE. FRONT YARD .......................... 50 .............................. 119 AS EXISTING 1. ALL EXTERIOR DOORS SHALL HAVE A M.VIMUM OPENING FORCE OF 8.5 LBS,AS PER ANSI 117.1 1 SIDE YARD ........................... 15 .............................. 20 AS EXISTING 2. THE HARDWARE FOR EXTERIOR CORRI)OR AND LOBBY DOORS SHALL HAVE PANIC HARDWARE AND 15. PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC., AS 2 SIDE YARDS.......................... 35 .............................. 69.8 AS EXISTING REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. ALL DOORS SHALL HAVE HANDICAPPE17 ACCESSIBLE HARDWARE. REAR YARD ............................. 50 .............................. 85.9 AS EXISTING 3. ALL EXTERIOR DOORS WITH GLAD ldG f0 MEET LARGE MISSILE IMPACT TESTING AND 0 MP SEC. DISTANCE TO BLUFF .............. 100 ............................ 23.9 AS EXISTING (EXISTING DECK) GUSTS. 16. THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, 37.1 PROPOSED ADDITION Al0S P1.1"FCAR[ hiv F°'.�"r"1� r) AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY BUILDING AREA...... ...................................................... 3,198.31 EXISTING HOUSE INCLUDING DECKS 4. ALL DOORS TO HAVE SAFETY GLASS;%(r,OMPLIANCE WITH SECTION 2406(NYSBC). SUMMARY OF WORK UNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY 269.22 ADDITION (OUT OF EXISTING FOOTPRINT) THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: 3,467.53 TOTAL AFTER THIS ADDITION 17. THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND 486.19 EXISTING SHED & DECK OTHER NOTES; , 1. SECOND FLOOR WEST BEDROOM ADDITION ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. COVERAGE .............................. 20% MAX. ................ 10.75% NOT INCLUDING SHED IN CEHA 1.1 BEDROOM HEIGHT IN FEET ........................ 35 MAX. .................... 23.8 PROPOSED ADDITION SEE DRAWINGS 1.2 BATHROOM 18. THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, HEIGHT IN STORY ....................2 1/2 MAX. ................ 2 AS EXISTING 1.3 SECOND FLOOR NORTH DECK SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS - - 1.4 SECOND FLOOR SOUTH DECK NECESSARY FOR THE PROPER EXECUTION OF THE WORK. 1.5 SKY DECK AND ACCESS STAIRCASE 19. MINIMALIZATION, SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. 2. FIRST FLOOR ALTERATION 2.1 STRUCTURAL COLUMNS SUPPORTING SECOND FLOOR ADDITION 20.ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE OTHER REGULATORY REQUIREMENTS: ABBREVIATIONS: 2.2 STAIRWAY ACCESSING TO THE BEDROOM ADDITION CONTRACT DOCUMENTS. Health Department: Not Required. Numbers of bedrooms are same AFF ABOVE FINISHED FLOOR H OR HT HEIGHT 2.3 ADJUSTMENTS FOR THE STAIRWAY IN EXISTING SCREEN PORCH AND DEN Existing Den, which will be used as Den, is designed as a master bedroom ALUM. ALUMINUM H.P. HIGH POINT - 21. COPYRIGHT©[2019], STUDIO A/B ARCHITECTS g g 3. ALL RELATED MECHANICAL, PLUMBING AND ELECTRICAL WORK THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS Board of Trustee: Required & AND HRDWD HARDWOOD AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST. THEY ZBA: Required APPROX. APPROXIMATELY HVAC HEATING VENTILATING AND MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, Planning Board: Not Required ARCH. ARCHITECT AIR CONDITIONING PROJECT OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. DEC: Not required (Past letter is attached) @ AT HORZ. HORIZONTAL THE OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT, BLD'G BUILDING INSUL, INSULATION CONTROLLED INSPECTIONS: B.O. BOTTOM OF INT, INTERIOR C.I. CAST IRON L.F. LINEAR FOOT CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE CL CENTER LINE L.P. LOW POINT SOUTHOLD BUILDING DEPARTMENT CLG. CEILING MAT. MATERIAL CLO. CLOSET MAX. MAXIMUM PLUMBER CERTIFICATION THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT CMU CONCRETE MASONRY UNIT MECH. MECHANICAL LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. COL. COLUMN MIN. MINIMUM ON LEAD CONTENT BEFORE wMQING CONC. CONCRETE MTD. MOUNTED CERTIFICATE OFOCCUPANOY ALL-PLUMSING WASTE CONT. CONTINUOUS MTL METAL i � x l,���,:� ,&WATER LINES NEED ^ . CU.FT. CUBIC FEET N.I.C. NOT IN CONTRACT SOLDER USED IN WATER TE&«1G BEF0RF_COVERING-- CU.YD. CUBIC YARD NO. NUMBER SUPPLY SYSTEM CANNOT SITE SAFETY AND PROTECTION NOTES: LOCATION MAP: DET DETAIL NOM. NOMINAL s 023'��'� EXCEED 2'10 OF 1% LEAD. DIA. DIAMETER NTS. NOT TO SCALE 0 NES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL DIM. DIMENSION PLY PLYWOOD o JURISDICTIONAL AND OSHA REQUIREMENTS. DIM DIMMER O.C. ON CENTER 2. SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS, SCAFFOLDING, DR. DOOR R RADIUS RAILING G' DRAWING RAIL FIRE PROTECTION, TRIP HAZARDS PROTECTION, ETC.THEY SHOULD ADDRESS ANY POTENTIAL DWG DWG ELEVATION REIREINFORCING INTERACTION BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION ELEC. ELECTRIC R.D. ROOF DRAIN PROCESS. ENT. ENTRY REQD. REQUIRED " EQ. EQUAL RM ROOM EQUIP. EQUIPMENT SF SQUARE FEET PROJECT EXIST. EXISTING SIM SIMILAR Reed & Schubert EXT. EXTERIOR SPEC. SPECIFICATION FF FINISHED FLOOR S.S. STAINLESS STEEL PROJECT SITE FIN. FINISH OR FINISHED STD. STANDARD Residence FL. FLOOR STL. STEEL FLASH'G FLASHING TEL. TELEPHONE F.P. FIRE PROOFING TH. THICKNESS Long 1slantl`Sound ,. >. FT FEET T.O. TOP OF GA GAUGE TYP. TYPICAL GALV. GALVANIZED U.O.N. UNLESS OTHERWISE NOTED TITLE SHEET G.C. GENERAL CONTRACTOR V.I.F. VERIFY IN FIELD GL. GLASS W WIDTH GWB GYPSUM WALL BOARD W/ WITH WD WOOD W.R.B. WATER RESISTIVE BARRIER °off Project number 1811 Date 0 10/20/2019 Oar r Drawn by HA Checked byGB o , 7w- . J. T . 01 N LO Scale As indicated studio a/b architects SLp,NDSo v ND 651 West Main Street, Riverhead, NY 11901 LoNG 631 591 2402 631 3231426 info@studioabarchitects.com -- Owner: Maggi-Meg Reed and �� -- - . Michael Schubert LAND NOW OR FORMERLY OF•--m`�^� _ _..._ 815 fire road#3, East Marion, NY 11939 ,�.�.�--w-^MAGGI-MEG REED AND .,..�-.-- .�'-�-`.--_`. "�.._.._ �.w - -- MICHAEL SCHUBERT� _.. _�_.--- --___..._,__ _ P hone 917-945-9555e @ of com e-mail maggimegre NOTES: M. ^.. WETLAND BOUNDARY-- DEC OUNDARY— 1. ALL EXTERIOR WALLS AND TRIMS TO REMAIN TO BE REPAINTED _ \., 2. ROOFS TO REMAIN EXCEPT WHERE PATCHED AS PEINYS DECD- f - `\� \.. �e , 3. ALL INTERIOR CEILINGS, WALLS TO REMAIN TO BE REFINISHED ENVIRONMENTAL " -- - -'""' � ,,.. N 4. ALL INTERIOR WOOD FLOOR TO REMAIN TO BE RE-SANDED AND REFINISHED RESOURCE MAPPER �6° ` \„ 5. ALL REMOVED DOORS AND HARDWARE TO BE STORED FOR OWNER'S REUSE - _ 141.88 _ 79, \ ' .-..," -`._..-_`.-.. F.SLOP_,,.- �..._,,.���-m- �,_:,,_-_-"�-�� �,. 3�..... S. .., -...,\ _ TOM µ - x 6" F BOT ._, -.`.-ft•pra,,, _m-----.-_.....___ _., .., T'.`. -wN48°16' 30"E_ 1 EL.10' www ,~ _ ZZ PROP. 2FL DECK _/ . \ o\, '-' m _ _ � w , \ - -- �, \. `\�\, . �~ �'` Al .V TO REMAIN - - ADDITION iY - .----------- --------------------------------------- - - ,� .�; \�.��:�."� •-�" -- :.. --- _ .��-.�-._ter:_-���. _ �__-..:�:M �'.. ..,�.., �. �.,� .�.. .. ,.. �:; B5 _ I '\`���;h�``,.w\;\CD .^'" m..„.,-.,,...M-.„".,.-„fir.^"”, '".-- - ,.� ', `"\,` ,'..,� '^, `• '•. '`'_" --- . ---- --_---__---__—__--___-_ , , - TOP OF BLUFF TO CORNER OF PROP. 4t 2ND FLOOR DECK TO PROP. / __- � ��� B3.V COLUMN ----------------- O720-EL 467 TO EXISTING - ROOF SCREEN n�` 1 - - - - M ti __.. EXISTING __ _ \ it `� i TO BE PORCH / OD _.. -`� \� \,..... _- ,__ _ / � FRAME TAGE Y ,. ` ` / I DEMO [SHED TO PROP. ° m_._. /\ `\�\ ~~4 ' 2ND FLOOR �o �- _� . __8 1� _,,,.,_,_� `� '" . ��� ``\ __._.,_ .._.__ _.___ _� - — — B3 --� ADDITION ��� � :� .. _ 1 °\ 'V \\ n \ I �\ _. -- 1. ____- =------------__ - o-, \ ,, / ----- No. Description Date ,0 9y"' \ Vs '\ a _.vim. ,...___ _ \, it STF�JCTUR�,TO -------------------------- - - ---d----- -- - - --- - 1 Tax Map# 10/3/2019 - -- _... \ EXISTING DECK - `� FING , \ �'`' \` �` `` � ROOF ROR�MA MAY` � � -1�_------------ \ I .. J)" \ 8 `\. \ L cv \ t F' �. 4 . / \ \� \ `.\. OVERHANG TO \ 0 2 \ \ \\� REMAIN -/4 i]EM ---- - - --r- 9 _CE_ j�j . ___ OLI�HED \\ LXISTING DECK \ / \ 2FL. ''\�o I LAND NOW OR •"° ` � I ` 6 s � s E X84.r �` `� b I' .F. \\I � I I _ FORMERLY OF HENRY VISCAF;DI JR. �` `" - .EL.02' { :` XISTING COVERED PO CH EXISTING DECK �. \ 130 EL.58f 9 \S / \- ^_�•8 , Al A2 A2.6 A3 A4 6 , ,o / ^ o Second Floor Demolition Plan _ EL.56.3' 1/8" = 1'—OFi PROP. ROOF'DECK ADDITION OVER \ LOT �, EXISTING ROOF \ \ ` /'-FL.5o.r a \ \ \ \ PROP. �— �p�� ' � 2FL&ROOFEVEL , / co DECK AD 61ONLOT �L.544' \\ UPPER PAR F a T O THIS CLOSET WALL TO BE DEMOLISHED oO \ ` � s •,-...-'--'-"� FOR NEW STAIRCASE INSTALLATION _ _- / _LEL.52.4 y.. - � WALL OPENING TO BE MADE LOT 2 r� WELL / PART OF SCREEN PORCH - ��Eq ARCh,/ EL,52 Y COLUMN TO BE �� g� AR , A1 .8 I / DEMOLISHED Al .CJ w ,a�P � / bS. / / ` LOT 1 r �� ' -- --_ – – – _ — ---� G 441 �.. -.54.2 0 LAND NOW OR = _:: -- - — r - - cRj �> `02-716 - - / o FORMERLY OF — — — - _ . . _. . - -:: : :. - -:..-. ......_.. .... - F0. „o THIS IS THE END OF _ ll -_ ..- -: - :.:.:- . -. - :, y / co THE ROAD, LLC B 3.9 �- i c; EL.55' -- II o \ 0 , r� 4S�?0'� w � / / PART O F DECK - / - _ - - - E ----------: ---_----:----__-.---- P \ �C/ 4 / 00 4 p8, \ DEMOLISHED --- _ -- - - 00 ., i�, o I 9 , LOT"5�'..,,-, / / - - -- — JECT - -- - - _ . l f ---� a -- -� �-1 - ..._ . . . . - \... / � - - - - _ _ - _ - �� Reed & Schubert - - - ALL FLOORS AND C?ECKS TO REMAIN \. . o 1 _ _ I Residence i / 2 SITE PLAN IS BASED ON SURVEY BY NOT KNOWN j B2 -- -- - - 1 DATED NOT KNOWN f \ - ----- -- -- ---------- -------- -------- --- --- - — - -------- :--- - I - --- - ------------ - -- - -- -- _--------------------- S SURVEY NOTES: 1--------------=-=- ----- EL. - _--_:� Site Plan , Demolition \ °3 , \ EL.5 SURVEY OF PART OF LOTS 2, 3, &4 '`- - k::=__:::__--_:__ _::::__::::______________:: -- - h o Z / RiGyTO S22S�0"w \ i MARION G RI HAR SONOF B1 - - :____.:. -:. -_ SUBDIVISION MAP, LAND Plans F 1 FILED DECEMBER 31, 1927 MAP#859 4 EAST MARION, OWN OF SOUTHOLD SUFFOLK COUNTY, NY SURVEYED 08-26-03 B0 — — — — o TAX MAP#: 1000-21-1-25.1 (FORMERLY LOT 1.3) Project number 1811 LOT AREA 4,5180 SQ.FT. (LOT 1.3 AS PER SURVEY) Al A2 A2.6 A3 A4 Date 10/18/2019 Drawn by HA Checked by GB - 2 Site Plan n First Floor Demolition Plan 1" = 20'-0" 1/8" = 1'-0" A e 01 Scale As indicated AREA OF BLOW-UP AREA OF BLOW-UP studio a b architects 651 West Main Street, Riverhead, NY 11901 r------------ ------------- r -----1 6315912402 631 26 I I I I I nfo@st d� EXISTING oabarchitects.com I DECK TO I REMAIN I A1 .8I 4/0P, I Owner: I 65 I > I I 5 I - - - and aggi eg Reed B4 I *44�- - _ - -- Michael Schubert - -- - - -- - - - 815 Rosenburg (Fire Road#3), 1B3. - - - I � Bedroom 2 j p 133.8 - I East Marion, NY 11939 EXISTING TO UP I Phone 917-945-9555 REMAIN e-mail maggimegreed@aol.com Screen Porch - I Living/Dining/Kitchen I -- - EXISTING TO I EXISTING TO REMAIN i REMAIN B3 7L1 I - - 1 - - I --- ------------------- I --I I I Bathroom T71 Den Bedroom 3 I ---- e� EXISTING TO =� REMAINi __ ---- - -- -- _ ._.._____.__.__. _-�_._ --,_ EXISTING TO B2 -__-.__ _- - EXISTING TO I 62 _ ... . REMAIN j I I , i 1 I. - REMAIN -_ ------ I EXISTING ENTRY DECK ! -- i .._.. _.... TO REMAIN -- - B BCB1 O _ _ �- _ I I BO - I I A 1 A2 A2.6 A3 A4 Al A2 A2.6 A3 A4 L---------------------------J L-------------------------------J 2 First Floor Key Plan 4 �jecond Floor Key Plan 1/8 = 1 -0 - 1 0 No. Description Date 71 Revisions for Bldg Pmt 10/31/2019 1 1 2 2 Revisions for Bldg Pmt 2 11/24/2019 A.08.2 A.08 A.07 INTERIOR EXISTING '. EXTENSION INTERIOR A.03 TO SCREEN A.03 PORCH r` 1 1 2 A.08 A.07 �\ A1 .8 A1 .8 - - 11 -4 1/2 +/- - 4.'-7"+/- ','-'i 1/4 - - WITTUS SHAKER STOVE B5 W/VENT -- v W/CHIMNEY EXISTING I W/39"X 39" BLACK STEEL I SKYLIGHT, TYP. SCREEN PORCH EXTENSION 1 FLOOR PLATE - -- zo_N _....-.- ..-_..---...............................---__.._..__._ NEW 6X6 ACQ COLUMN M - - No Deck - w 6 Y' B4 -�_ - 4 t 6 -._..._. .. 3 133.9 B3.8 - - - PORTHOLE WINDOW OCATE ON f OWNER SUPPLIED I i _ EXISTING RATER 19'-2 3/4" --UP LOCATE AS PER - . .__" ..... . I OWNER'S DIRECTION = - 4L17 _ 1 � . .:Screen Porch . ( � li zo 9_ Lj rn (EXISTING) -- -- A. A.07 1 07 1 I C� _. . REMOVE EXIS�ING SIDING"AND ( - z SHEATHING ii� f Living/Dining/Kitchen Y i REPLACE WITf 1/2"GWB - -- �I I U.P .....I i o O 2 r -- _... , 7 (EXISTING) 2 N 2 EXISTING i } a A.10 2 0 - 10 1/2" _ _... ....... .�.. . =_3 -0 2 -- - -- E co Lu A.06 ' .. ... - - ... A.06 ROOF _..._..._.... _ co -8 1" ----- - o i West Bedroom ------ -- A.05 $tat REMOVE EXISTING DOOR o PATCH FRAME 3 A.06 5 -- -- I �Y�Lp �RCh'/ _ II 1 N !/�G �CIA I ------ I P I _I i ( ' \ s, A.03 2 L------ A.03 2 2 OF T 0237$ X04 Den WOOD SADDLE 51/2" 3'-0" _===== 11 F F NGS N FLUSH TO FLOOR - _ _ (EXISTING) 132 - - g n F_= j1 2 M -- _ 5 ------ m 5'-9 3/4' 0'-4 3/4": 6' 9 3/4" 0'-4 3/4" 5'- 4" ------ I 1 I ! A.11 '0 8 _ ---_-- 4.5 PROJECT 4 8 M' Closet N ------ a Reed & Schubert - Vi i W t Bathroom I S B 1 -------------------- ---------- -------------- -- ------- ---- i =_ B 1 , Residence 3 1 � 1 h --- - -- A.06 1 ; . out, Deck o � A.06 0 _.... � � o I zo c>, Floor Plans 01 B0 ,00000 , 00000000 ,o_ 000� °0000 omo B 0 10'- 1 7/32" 10'- 1 3/8"+/- 1 (�2) A2.6 Al 7 0 FLUSH ED BOARD AND BATTEN A2 A .6 A3 FLUSH O 1X4 LATTICE 4.5 4 20'-2 3/4"+/- T-3„ Project number 1811 1 1 ate 10/20/2019 3 2 A3 A.04 A.12 ® INDICATES EMERGENCY ACCESS OPENING Drawn by HA 3 A.04 2 3 A.10 A.12 A.12 Checked by GB �First Floor Second Floor West /4" 3 1/4" = 1'-0" AN02 ' Scale As indicated 2 1 studio a/b architects A.07 A.08 1X2 ON 1X12 FASCIA PROP. SKY DECK 3 651 West Main Street, 2 3 Riverhead, NY 11901 A.12 A.12 A.10 6315912402 631 323 1426 info@studioabarchitects.com NEW SKY DECK SUPPORT WALL A4 A3 A2.6 A2 A1 .8 OA1 Yt Owner: NEW WALL Maggi-Meg Reed and INI CEDAR VERTICAL SIDING w Michael Schubert TO MATCH EXISTING C7 815 fire road#3, East Marion, NY 11939 LL Phone 917-945-9555 e-mail maggimegreed@aol.com W _ LID I-_ / \ N Z M / \ W EXISTING ROOF > 1 o � w m cn \ / 0 p ------------------- a I Secon Floor est o 721 - 011 0 Cl) EXISTING SKYLIGHTS NEW WALL c7 I W I CEDAR VERTICAL SIDING _ TO MATCH EXISTING ' ALL EXISTING TO REMAIN (NO WINDOWS OR DOORS ARE SHOWN) - cn = _ W \\� EXIST I --- EXIS1 ING SCREEN PORCH COLUMN WALLNEW WALL EXISTING WINDOWS PROF. 6X6 ACQ COLUMN First Floor 6 :' - -- - _ III � � I I I I IIIIIII 11I 11 I I III I I I I III I I1 I I I � � � � � I I - " . • . - . � " — No. DeNEE i Ff=:r: scription Date I- - -III III III III III-III III III I l t 1 1 1=1 1 1 1 1 1=1 III=1 -III 1 1 ►-III III III III 1 ► I 1 1 1 1 I VII I 1__I I I ► -III- -III I 1 I I 1 =1 1 1-1 1 1-1 1 1-1 1 —1 1 1 111- North 11=North Elevation EXISTING SCREEN PORCH COLUMN 1/4" = 1'-0" <07 22 A.06 A.05 A.06 B3.8 B4 B3.8 B3 131 BO Exterior Finish Schedule ext fin# Construction Exterior Finish Color Notes 1 New Roof Asphalt shingles to match existing 2 New Roof under north deck EPDM, PVC, or TPO single ply light gray or white waterproofing membrene 3 New Roof over South Deck 5/8" Polycarbonate Twin Wall Sheet Clear 4 Fascia 1x Cedar weathered gray 5 Soffit 1/2" PVC board white 6 New Wall, except South end Cedar Vertical Siding to match existing weathered gray NEW ROOF 7 New Wall, South end (#BO) Reversed Board and Button, Cedar weathered gray Use 3/4"sheathing 1x4 on 1x2 8 Window and Door Trim 1x4 Cedar, flush to siding weathered gray _ 9 South and East Lattice Panel Vertical 1x4 Cedar @4" O.C. weathered gray 1 I 1X6 FASCIA 10 Deck Railing Top: 4x4 Cedar, Face: SS wire @4" Cedar to be weathered gray O.C., partially Vertical Lattice; Railing Post: 4x4 Cedar 11 Deck 5/4 x 4 Cedar To be protected with wood clear sealer, or deck stain 12 Exterior Structural Column and ACQ 6x6 columns, ACQ 4x6 braces Bracings PORT OWNEROLE SUPPLIEDVED Afa \ \ CEDAR VERTICAL SIDING ® PROP. WALL p CA TO MATCH EXISTINGCA TO i t LEADER _ _ I Second Floor West ""I o f 73' - 0" EXISTING ROOF/FASCIA „) I PROJECT PROP. 6X6 ACQ COLUMN Reed VC Schubert NEW 6X6 ACQ \ \ COLUMN \\ EXISTING DOOR&WINDOW Residence \ dence KEEP EXISTING \\ EXISTING WALL SCREENED CEDAR VERTICAL SIDING OPENING EXISTING Elevations 1 and SCREEN I / PORCH _ _ _ — _ _ First Floor COLUMN 61' =011 Exterior Finish LEADER CONNCECT TO DRAIN TILE CONNECTED TO STORM DRAIN SYSTEM Schedule EXTERIOR FINISH NOTES: Project number 1811 1. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED MATERIALS. Date 10/18/2019 71117 1..ter I —83.9 11 1E 1 I Drawn by HA Q III Checked by GB 9 III III III III III III III III III III III III III III I I I III III 11 2 West Elevation A 0 3 o 1/4" - V-0" Scale As indicated o SIDE OF EAVES LATTICE BOARD 1 2 3 2 3 CONTINUES TO BE A.08 A.07 A.10 A.12 A.12 �+ BOARD & BATTEN Stu io a b arch itects 651 West Main Street, I Riverhead, NY 11901 631 591 2402 631 323 1426 < REVERSED —�f 1X4 VER ICAL LATTICE BOARD & BATTEN 1X4 �� �� ON 1X2 CEDAR info@studioabarchitects.com Al A1 .8 A2 A2.6 A3 EXISTING CHIMNEY A4 Owner: VERTICAL CEDAR SIDING; TO MATCH EXISTING — Maggi-Meg Reed and GUTTER I I Michael Schubert HALF ROUND SHAPE, TYP. 815 fire road#3, East Marion, NY 11939 Phone 917-945-9555 o - - e-mail maggimegreed@aol.com ULL — EXISTING ROOF W/DORMERS CEDAR 4X4 COLUMN — I I Second Floor West A I 731 - 0" EXISTING ROOF TO REMAIN EXISTING AWNING OVER PORCH > EXISTING TO REMAIN NEW BRACING 4X6 ACQ, TYP. I I NEW 6X6 ACQ COLUMN EXISTING WALL First Floor 61' - Oil J. _ I - — No. Description Date -III III III III I I II III I I I I II I II I II I I III—III III I IIIIIIIII—III III III I II I III III III I IIIIII—III III I I III--III III III III III III—III III III—III I—I t rLL NEW 12" DIA. NEW DECK GIRDER CONC. PILE, TYP. ' EXISTING ROOF South Elevation / 1 2 2 1 A.06 A.05 A.06 A.07 Bo 131 B2 B3 B3.8 B4 B5 Y I NEW ROOF ASPHALT SHINGLES TO MATCH EXISTING NEW SKYLIGHT NEW SKY DECK I I I I I I 1X6 FASCIA RAINWATER FROM NORTH PART OF ROOF SHALL BE DELIVERED TO THE '�z EXISTING MAIN ROOF SOUTH SIDE - I UNDER THE SKY DECK CONST. _-___--_ ---- SKY DECK SUPPORTING LEG WALL VERTICAL SIDING �D A�' VERTICAL 1X4 LATTICE ', I � C'�//T TO MATCH EXISTING ON BOTH SIDES ON WRB N---1/2'=PLYW D-SHEAT-H I N G ON 2X4 STUDS Second-Floor West r. Living/Dining/Kitchen PROJECT Reed & Schubert Residence IN First Floor - - - - - 61' - 0" Elevations 2 CRAWL SPACE — Project number 1 81 1 - _ - = Date 10/18/2019 1A -< Drawn b � . ' Basement Checked b HA o 1 —III I I I III _ I- 52 - 6 y GB LF_I I 1 1 I I I I I I I I I I I I I I _l I East Elevation A. 04 0 2 1/411 = 1'-0" °° Scale 1/411 = 1'-0" studio a/b architects 1 1 2 3 2 3 651 West Main Street, .08.2 A.08 A.07 A.10 A.12 A. Riverhead, NY 11901 631 591 2402 20'-2 3/4" +/- 23 1426 info@studioabarchitects.com EO. Owner: ASPHALT ROOFING Maggi-Meg Reed and ON ASPHALT FELT ON 3/4" PLYWD SHEATHING Michael Schubert ON 2X12 R FTERS @16" O.C. 815 Rosenburg (Fire Road#3), East Marion, NY 11939 3", 19 CLOS ELL SP Y FOAM, Phone 917-945-9555 WITH 8 1/4" R30C GLASSWOOL BATT HYBRID INSULATION e-mail maggimegreed@aol.com CA1 \�,ti A1 .8 2 A2.6 A3 1/2"GWB PAINTED - � I - - I 2X6 COLLAR BEAM PAINTED I I iT _------------------------........._.....�.__.-________ 2FL ADDITION WALL SET ON EXISTING ROOF SHEATHING - (2)-2X8 ACO ON 2X4 STUDS R21 BATT INSULATION ALIGNED WITH EXISTING ROOF RAFTER I i I 5 1/2" 3'-0" No. Description Date GUARD WALL 1 Revisions for Bldg Pmt 10/31/2019 1X4 SPRUCE HORIZO TAL SIDING PANEL 2 Revisions for Bldg Pmt 2 11/24/2019 1/2" GWB PAINTED T7G V-GROOVED ON OTH SIDES ON 2X4 STUDS 65 T EXISTING ROOF CONST. EXISTING ROOF I ! RAFTER I I J 1 PINE 1X1 BASE STAINED PINE FLOORING STAINED I ON 3/4"PLYWD SHEATHING Second Floor West G 2FL ADDITION WALL PAINTED SET ON EXISTING ROOF EXISTING WALL SHEATHING R19 BATT OR BLOW-IN INSULATION CONTINUOUS ON REPLACE EXISTING SIDING EXISTING ROOF CONST. E HORIZONTAL AND SHEATHING SPRUCE SIDING WITH 1/2" GWB ON 2" GWB NEW STAIRCASE _—_—_ __.... _ _.......__...._....._. ._.....-._... -----------------— -- --- -- I EXISTING ROOF STRUCT RE TO REMAIN I I o ENCLOSE BOTTOM 1 ALONG THE STAIRCASE ISTING PANELING -__— -- 1/2"GWB PAINTED Den -- fBELOWv COLLAR TIE) 1 -__ - _---- .___ _____.. Living/ ining/Kitchen I (Formerly Bedroom 1) EXISTIN COLLAR TIE ADJUST THE WALL THICKNESS TO MAKE SURFACE FLUSH TO EXISTING PARTITION OR COLLAR TIE q,;,y ..,;tet.�r,�,• _ — — _ _ I _ First Floor N�9� o �� 0 —__---_— J11- 61 0 F OF NE`1'� o -T ----- — -- __ ---- :--- ----- — ----- - - --- - - -- - - - - --- - __... . - - -- -. - - - - --- - - - - - --- �� PROJECT _ Reed . . . . , . . . . . _ . . , .. , • . . , . . . & Schubert Residence Building Section - West-East1 FEI Project number 1811 Date 10/20/2019 I—III III l III III I II III—III —III—III —III I—III f11-111 111 111 111 111 111 1 I— 11 —III Ili I III III III III III III II Typical West-E=ast Section Through 2FL Drawn by HA Q West Checked by GB 1/211 = 1'-0" A. 05 0) C) N Scale 1/2" = 1'-0" BO 1 (131 1 2 1 83.8 B4 1 1 2 3 �� 1 A.06 A.05 A.06 A.07 A.08.2 A.08 A.07 A.10 B4 B3.8 A.07 A.06 A. A.10 A 07 A.08 08 2 APLE LATTICE GRILL studio a b architects ORIZONTAL SPRUCE 651 West Main Street, HO IZONTAL 1X4 - _ Riverhead, NY 11901 MAHOGANY SIDING 1X4 T&G V-GROOVED 631 591 2402 T&G V GROOVED �� SIDING 631 3231426 - -- info@studioabarchitects.com - 1/2" PVC SHEET - _ Al A 1 .8 A2 A2 - -- -- Al - Y D Owner: 1/2" PVC SHEET Maggi-Me Reed and NO TRIM g GWB PAINTED FLUSH TO GWB PAINTED WALL PANEL Michael ael Schube rt 1X2 SPRUCE TRIM 815 Rosenbur Fire Road#3 , CEDAR � FLUSH TO WALL PANEL � g ( ) VERTICAL East Marion, NY 11939 SIDING 1x CEDAR COPING Phone maggimegreed@aol.com i ,� �� I - e-mail maggimegreed@aol.com CEDAR \ ' VERTICAL ' ` ` SIDING 1X1 PINE BASE STAINED TYP. \ 1X1 SPRUCE SPRUCE 1X4 T&G V GROOVED BASE NO BASE POLYURETHANE 3 EAST BEDROOM EST � WEST BEDROOM NORTH I I 5 WEST BEDROOM EAST 6 WEST BEDROOM SOUTH 1/4 - 1 -0 14 - 1 -0 0 1/4 - 1 -0 1/4 1-011 2X12 CEDAR EXPOSED (EAST SIDE ONLY) RIDGE BOARD OPEN 1� AL N F I T ASPHALT ROOFING 5/8" POLYCARBONATE TWINWALL SHEET CLEAR ON AS'HALT FELT ON 2X4 CEDAR @48"O.C. ON 3/4' PLYWD SHEATHING ON 2X10 CEDAR RAFTERS @16"O.C. ON 2X12 RAFTERS @16"O.C. EXPOSED 1 1 2 3 2 3 1 1 2 3 2 3 A. A.08 A.07 A.10 A.12 A.12 .08.2 A.08 A.07 A.10 A.12 A.12 THERM L ENCLOSURE No. Description Date 3/4" RIG+D INSULATION SEALED ALL AROUND 1 Revisions for Bldg Pmt 10/31/2019 �7 2 Revisions for Bldg Pmt 2 11/24/2019 1X4 CEDAR, �'p" A 1 .8 A2 A2.6 A3 A 1 A 1 .8 A2 SEE A.07 FOR INSULATION A3 A� �� SOFFIT I SPEC., NOT SHOWN ON THIS i 1/2" PVC OARp SECTION ON 2X12 RAFTERS @16"O.C. 1'-7" SOFFIT AWNING FRAMING EXPOSED -- (EAST OF RID GE BOAR `� 00 2 1/4.. INSTALL 4" R20 ' k RIGID INSULATION / \ CONTINUOUSLY ALL JOINTS TO ALIGN NEW DECK BE SEALED LEG WALL WITH EXISTING BEAD OF PLUMBING RAFTER PIPES EXISTING WALL SEALANT, TYP. \ \ / REPLACE EXISTING SIDING AND SHEATHING WITH 1/2"GWB Second_Floor W st_ _ - - - - - - - - - - — — — —731 - 0" o — — --�, _Second Floor West 73' - 0" r ! r �i`" AtfC, 7777 - _ ----- EXISTING SCREEN PORCH 3'-0" 1 2" 40" 2"01 AND DEN ROOF/CLG TO EXPOSE 1 - REMAIN EXISTING DROPPED SOFFIT { 1/2" PVC SHEET I 44" RAFTERS - NEW 2X4 E WAL ON 3/4" PLYWD WALBLE 1/2"GW (p 0237 SHEATHING i l .. . . _....... _...........................____........-... .-_...____._„_ B q 237 yo - - - - ------- - —----------------- ----------------- - —_-�— _ .__ _--. _. ON 4" R20 RIGID I ------------- _ _._.-_ .—_. SPRUCE PANEL ON 1/2"GWB ON 2X4 STUDS OF NES INSULATION I___.__�__-_.-.._�___...�.._�._-.,._ _.__..-.. ON 2X10 JOISTS ----- -- ------— _— _ - - I C ----- -- ------------------------- PROJECT Reed & Schubert Residence • EXISTING FLOOR CONST. First Floor g u i I d i n . g Sections, - West-East 2 and West EXISTING SCREE P C FLOOR CONST. NEW'2X6 JOISTS'LANDING'FL'OOR - Bedroom l m ON EXISTING SCRtEN PORCH FLOORR'CON.ST,' U ed r0o 1 I I Interior —Elevations Project number 1811 Date 10/20/2019 C_RAWL_SPACE Drawn by HA Q — I� I I I I� -- � — 55' - 6" Checked by GB --1 k—HI I—LL71 -West-East Section thru South Deck Deck West-East Section 2 A. 06 N �J 3/8 - 1 -0 3/8 - 11-011 _N Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 323 1426 info@studioabarchitects.com Owner: Maggi-Meg Reed and Michael Schubert 815 Rosenburg (Fire Road#3), East Marion, NY 11939 Phone 917-945-9555 e-mail maggimegreed@aol.com 1 1 3 2 3 64 B3.8 1 2 3 1 B2 131 1 BO 2 08.2 A.08 A.10 A.07 A.06 A.05 A.12 A.12 A.07 A.06 I I I I I I ENCLOSURE ATTIC BRIDGING PROVIDE ACCESS HATCH IN CLOSET I I I I I I R19 SPRAY AND R30 BATT HYBRID i ;:; } v j /' > :./ Tji/ �i/i% /- ji ;f j i ';Y•C-' ;i;:. '� y y,j '% Al A1 .8 A2 A3 0'-3" 10'-0" No. Description Date MAHOGANY � I I 2 Revisions for Bldg Pmt 2 11/24/2019 HORIZONTALSIDINTQ�3�R98VED c � OLYURET]IiANE UN 112" UV MAHOGANY SPRUCE WATERPROOF TAPE I HORIZONTAL SIDING HORIZONTAL SIDING ON 3/4" PLYWD SHEATHING T&G V-GROOVED I T&G V GROOVED ON (2)-2X8 GIRDER POLYURETHANE POLY RETHANE ON 1/2"GWB ON X4 STUDS I it I R21 C BATT SKY DECK SUPPORT KNEE WALL (BOTH SIDE) CEDAR VERTICAL SIDING j \ \ ON WRB ON 1/2" PLYWD SHEATHING —R21C ON 2X4 STUDS , ' ` LOCATE ON EXISTING RAFTER BATT NEW WALL ABOVE STEPPED (HIDDEN) FLASHING , EXISTING GABLE END WALL ) � , I WOVEN TO EXISTING SHINGLES ' EXISTING ROOF CONST. \ RUfCE-SiDfN R19 BATT I _._.._.._.-._-..._.... ... ..__...___-._.._ EXISTING GABLE END WALL POLYURETHANE _–_ 4_STU DS Second Floor West � _ FAI _ 73' - 01 - I I 7 R21 BATT R21 R19 BATT BATT OR BLOW-IN NEW(3)-1 3/4"x 9 1/4" LVL HEADER --~-. NEW SOFFIT ----- --� L�-_ I NEW SCREEN — - - NEW DOUBLE STUDS WALL RAILS TO MATCH EXISTING --- — --- - _ r --------_. _._._ ------------- -------- -T.-..-..._...-.-...._....--.---_-..T.... ._...-. _...-..._...»-..._ ..__ i .._......._...........- j EXISTING I EXPOSE ROOF CONST. Y.;.- i EXISTING I TO REMAIN I RAFTERS i I NEW 6X6 ACQ POST — I j NEW MULTI-SLIDE DOOR I j N�,QT 023781 i NEW STAIRCASE OF NEti� NEW 6X6 ACQ COLUMN - --------- — - — I NEW 12" DIA CONC. I I W/TRUSS \ a ---_.__-..._...... ._._-_..._.__.-.....---------L -.... PILE „ I j L L First Floor _ — _ — I — — _ I PROJECT — — — I QQ - - -- ---- --- _ _ ---- -- - - -- - 61 - 0 --- - -- -- - CX Schubert -------- -- ------------------ -- - -- , -- 1 77 Reed SOLID 2X6 BRIDGING Residence _ . . EXISTING SCREEN PORCH (3) 1 3/4' X 7 1/4" LVL• . -DECK CONST., .I BuildingSections W-E CRAWL SPACE and N-S — 55' 611 SCREEN PORCH — -- I— I Date Project number 1811 10/20/2019 EXTENSION — — 'ILI-1- Drawn by HA Q Checked by GB N rn Typical West-East Section thru Screen North-Sout Section thru Screen Porch UPorch 2 Extension 0 OQ 3/8" = 1'-0" A. 07 N Scale 3/8" studio a/b architects 1 2 1 1 B4 B3.8 A.07 A.06 B3 A.05 131 A.06 B0 Riverhead, NY 1est Main 9e01t, 631 591 2402 2'-8" 8'-8 1/2" 16'-3 1/2" 00, 631 3231426 info@studioabarchitects.com AC UNIT NICHE FLOOR: 3/4" PLYWD SHEATHING ON 2X6 JOISTS END WALL: 1/2"GWB PAINTED < � REVERSED RAFT RS FOR OVERHANG MTL FLASHING MTL FLASHING Owner: ON 1X2 1X4 LATTICE CONTINUES TO BE 1X2 ON 1X12 BOARD& BATTEN Michael Schubert FASCIA :> 2i � N I T, I AT FASCIA 815 Rosenburg (Fire Road#3), East Marion, NY 11939 SOLID 1X4 LATTICE Phone 917-945-9555 NEW SOFFIT: PVC 1/2" SHEET BRIDGING e-mail maggimegreed@aol.com 3" CLOSED CELL SPRAY FOAM AND HORIZONTAL LATTICE 8 1/4"30C BATT HYBRID INSULATION 2X2 @3"O.C. SOFFIT 1/2" PVC BOARD 2X6 COLLAR BEAM @4' 0.C. PAINTED 2X10 CEDAR EXPOSED RAFTERS @16"O.C. I ATTIC POLYCARBONATE TWINWALL ON RAFTERS � a R21 BATT INSULATION 0 `t 2X4 CEDAR @4'. O.C. NORTH DECK 5/4 X 4 DECKING BOTTOM FLASH ON 1/4" PER 12" BOTTOM TAPERED 2X4 ACQ SLEEPERS @16" O.C. ON SINGLE PLY WATERPROOFING MEMBRANE CEDAR 4X4 COLUMN ON 1/4"' PER 12"TAPERED RIGID INSULATION (2)-2X8 CEDAR GIRDER ON 3/4" PLYWD SHEATHINS ON 2X12 JOISTS V-6" 2'-8" ` M No. Description Date CN 5/4 X 4 CEDAR DECKING 2 Revisions for Bldg Pmt 2 11/24/2019 ON 2X12 ACQ JOISTS @ 4X4 CEDAR TOP RAIL 4X4 CEDAR TOP RAIL 16"O.C. SPANS BETWEEN SIDE WALLS - CONTINUOUS NAILER FOR LATTICE, FACE SS WIRE @4"O.C. NP• io (D M M 1X4 CEDAR VERTICAL LATTICE @4"O.C. R19 BATT / INSULATION LO Second Floor West MTL FLASHING a i 2X10 SOLID NEW SOFFIT: PVC 1/2"SHEET BRIDGING I 2X12 ACQ LEDGER 2X12 ACQ GIRDER 3/4" PLYWD SHEATHING - - R19 MIN. MINERAL WOOL ON 2X10 ACQ JOISTS =l BLOW-IN FILL OR NEW VERTICAL CEDAR SIDING TO MATCH EXISTING CONTINUOUS \ CONTINUOUS BATT ON WRB INSULATION ON 1/2" PLYWD SHEATHING -- ON ,2X6 STUDS NEW WALL I EXISTING COLLAR TIE I; FOR COVERING PAINTED NEW SOFFIT: PVC 1/2"SHEET STAIRCASE AB VE -- INSTALL SOLID BIRIDGING BELOW TIE BE M: I BTWN EXISTING RAFTERS I PANELED TO M TCH TO ENSURE NEW STORY EXISTING (2)-2X4 CEDAR TOP MULLION EXISTING I ABOVE TIE BEA : GWB EXISTING ROOF/C LING j TO BE SUPPORTED WITH i THE EXISTING WALL EXISTING SCREEN PORCH COLUMN PAINTED CONST. T REMAIN ACQ 4X4 COLUMN BELOW, TYP. 0 EXISTING SCREEN PORCH ROOF/CEILING CONST EXISTING CLOSET SIDE ALL PANELED yT� X2378 I OF NE i First Floor l -- -------------- -- i - _— --------------------------------- - -- -- PRO Reed & Schubert = -- Residence __.-__-_--..__ EXISTING CRAWLS AOE' . -------- - - - - - _ ----------- -- Building d Section — — — — — — — _ — — — — — CRAWL SPACE uI Ing 55' - 6" North-South -- 1'-7 3/4" +/- 9'-9" +/- —16'-3 1/2" +/_— 6'-0„ Project number 1811 133.9 11'-4 1/2" 22'-3 1/2" Date 10/20/2019 I Drawn by HA a co Checked by GB 77 Typical North-South Section Through West 1 0)Bedroom A. 08 Q1/211 _ 1- -0ll0 N N Scale 1/2" Wall Types Door Schedule studio a/b architects Type Mark Room DoorType Dim (W x H) Product Finish Frame and Trim Lock Set Handle Note 651 West Main Street, Mark Description Wall Construction Wall Thickness Type Comments Riverhead, NY 11901 1 Stairway First Multi-Slide Patio Door 10'-6"x T-0" Marvin Modern Multi-Slide Stacked Unit Bronze exterior, Bronze interior See Detail Drawings R.O. = 10'-7 1/2"x T-0 631 5912402 1 New Exterior 2x6 wall Cedar Vertical Siding to match existing on WRB on 1/2" Plywd Sheathing; 2x6 7 1/4" R21C Batt Insulation Floor XXO 3/4" 631 3231426 studs @16"O.C.; 1/2"GWB Painted 2 West Bedroom Inswing French Patio Door 5'-11"x 6'-10" Integrity Impact Inswing French Door Bronze exterior, Bear wood interior, See Detail Drawings The Northfield Collection R.O. =6'-0"x 6'-10 1/2" info@studioabarchitects.com 2 New Exterior double 2x4 wall Cedar Vertical Siding to match existing on WRB on 1/2" Plywd Sheathing; 2x4 11" R21C Batt Insulation north IIFD6068 XXL stained to match wall panel studs @16"O.C.; space; 2x4 studs; 1/2"GWB; 3/4" Spruce Horizontal Siding 3 West Bedroom Sliding Patio Door 5'-11"x T-11 1/2" Integrity Impact Sliding Patio Door Bronze exterior, prefinished white See Detail Drawings The Northfield Collection R.O. =6'-0"x 8'-0" Panel south ISFD6080 OX6068 XXL interior 3 New Exterior 2x6 wall with Horizontal Mahogany Cedar Vertical Siding to match existing on WRB on 1/2" Plywd Sheathing; 2x6 8" R21C Batt Insulation 4 West Bathroom Swing Paneled Door 30"x 80" Hollow core 1x4 Spruce horizontal siding Polyurethane Bed & Bath Schlage Broadway Lever Bed &Bath Paneling Interior studs @16" O.C.; Mahogany 1x4 T&G V-grooved Horizontal siding on 1/2"GWB panel door Lock, F40 BRW 619, Satin Nickel Owner: Painted 5 West Bedroom Double Leaf Swing Paneled Door 60"x 80" Hollow core 1x4 Spruce horizontal siding Polyurethane 4 New Exterior 2x6 wall with Reversed Board &Batten Cedar Vertical 1x4 board on 1x2 batten on WRB on 3/4" Plywd Sheathing; 2x6 8 1/4" R21C Batt Insulation Closet paneldoor Lock F1 Broadway Lever Hall &Closet Maggi-Meg Reed and studs @16" O.C.; 1/2"WRGWB 8 p Lock F10 BRW 619, Satin Nickel Michael Schubert 4.5 New Exterior Latticed Wall Cedar Vertical 1x4 Lattice Panel @4" O.C. on Cedar 2x4 horizontal Furring on 3" (not including #4 and#4.5 to be flush 6x6 columns structural posts) 815 Rosenburg (Fire Road#3), 5 New Exterior 2x4 wall,Vertical Siding on both sides Cedar Vertical Siding to match existing on WRB on 1/2" Plywd Sheathing; 2x4 6" Sky Deck Leg wall,waterproofing East Marion, NY 11939 studs @16"O.C.; Cedar Vertical Siding to match existing on WRB on 1/2"Plywd tape on top, flashing on bottom Window Schedule Phone 917-945-9555 Sheathing e-mail maggimegreed@aol.com 6 New Exterior 2x6 wall, Vertical Siding on both sides Cedar Vertical Siding to match existing on WRB on 1/2" Plywd Sheathing; 2x6 8" North Deck Side walls Type Mark quantity Product Dimentions(W x H) R.O. Finish Glazing Sill Height Head Height Comments studs @16" O.C.; Cedar Vertical Siding to match existing on WRB on 1/2"Plywd 7 Existing Exterior Wall converting to be a Partition Sheathing 1 2 Integrity Wood-Ultrex Polygon Direct 3'-0"x 6'-10" T-1"x 6'-10 1/2" Bronze exterior, Bare wood interior to be stained to match wall panel Low E2,tempered 0'-6" T-4 3/4" Glaze Rectangle-Impact 8 New 2x4 partition w/Soruce Panel on one side 1x4 Spruce Holizontal Siding T&G, V Grooved; 2x4 studs @16"O.C.; 1/2"GWB 4 3/4" Sound insulation on Bathroom walls 2 3 Integrity Wood-Ultrex Impact Awning 3'-0"x 2'-11 1/8" 3'-1"x 2' 11 5/8" Bronze exterior, Pre-finished white Low E2 3'-0 7/8" 6'-0" 9 New 2x4 partition w/Spruce Paneling on both sides 3/4" Spruce horizontal siding; 2x4 studs @16"O.C.; 1/2"GWB; 3/4"Spruce 5 1/2" Railing wall continues to exterior wall IAWN3735 infiltration envelop horizontal siding (#2), continuous 1/2"GWB for 3 1 Integrity All-Ultrex Impact Awning 2'-0"x 1'-11 1/8" 2'-1"x 1' 11 5/8" Bronze Low E2 4'-0 7/8" 6'-0" IAWN2523 r 1 Porthole, Owner supplied 16"x 6.5"+/- 4'-6" 5'-2" n 1 Velux Deck Mount Electrical Control 21 1/2"x46 1/4" 21"x45 3/4" Insulation Schedule Skylight VSE C06 -_.T insulation# Construction Material Thickness, R value Note Ref. 1 New Roof/Ceil ng, 2x12 rafters, no attic Hybrid Closed Cell Spray Foam and Batt Innsulations 3", R19 closed cell spray foam, Cavity between rafters 2 with 8 1/4"R30C glasswool batt 2 New Exterior 2x6 Walls, double 2x4 Batt Insulation (Glasswool or Mineral wool) 5 1/2", R21 Cavity between studs wall 3.1 New Floor above unconditioned spa,-e Batt Insulation (Glasswool or Mineral wool), or R19 West Second Floor above existing Den, A.07, 08, 08.2 blow-in insulation continuous on existing roof const 3.2 New Floor above Exterior Rigid Insulation 4", R20 Bathroom Floor above Exterior, A.06, 08.2 continuous below joists 3.3 New Floor above Exterior Batt Insulation (Glasswool or Mineral wool) 5 1/2", R19 West Second Floor above existing Screen A.07, 08, 08.2 Porch, cavity between joists 3.4 New Floor above Stairway Landing, Closed Cell Spray Foam 8", R51 A.10 below New North Deck 4 Shim space around window and docr Fill all along the shim space with flexible spray foam insulation 5 New Bathroom Partitions Mineral Wool Blow-in sound insulation Paint Types No. Description Date 2 Revisions for Bldg Pmt 2 11/24/2019 Paint Product Type Application Hue 1st Coat Fnish Coat Color A Interior Gypsum Wallboard Latex Flat 1 or 2 coats Benjamin Moore Regal@ Select Premium Interior Paint&Primer, Super white Flat(K547). Spot prime as needed for the repaint. B Interior Gypsum Wallboard in Matte 2 coats Benjamin Moore Aura Bath&Spa Waterborne Interior Paint-Matte Wet Location (532) C Interior Wood Painted Latex Semi-Gloss Benjamin Moore Fresh Start®Multi-Purpose Latex Primer(F023)or Fresh 1 or 2 coats Regal@ Select Premium Start@ High-Hiding All Purpose Primer(K046) Interior Paint& Primer, Semi-Gloss Finish: 1 or 2 coats Regal@ Select Premium Interior Paint& Primer, (K551) Semi-Gloss(K551) D Interior Ferrous Metaf Latex Semi-Gloss Benjamine Moore Ultra Spec@ HP Acrylic Metal Primer(HPO4)or Super Spec 1 or 2 coats Benjamin Moore Regal@ HPO Alkyd Metal Primer(P06) Select Premium Interior Paint& Primer, Semi-Gloss(551) E Interior Wood Clear Finish Clear Flat 1 coat Benjamine Moore Stays Clear@ Acrylic Polyurethane 425 1 or 2, or more coats Benjamine Moore Stays Clear@ Acrylic Polyurethane 425 F Interior Wood Clear Finish for UV Protective Water 3-4 coats Minwax Water Based Helmsman@ Spar Urethane Windows and Doors Base Polyurethane, gloss, semi-gloss, or satin G Interior Wood on Floor Low Lustre 1 coat Benjamine Moore Stays Clear@ Acrylic Polyurethane 423 1 or 2, or more coats Benjamine Moore Stays Clear(g)Acrylic Polyurethane 423 H Exterior Wood Weathered Bleaching Oil 1 coat, Cabot@ Bleaching Stain#10241 Finish J Exterior Wood Deck Sealer Clear sealer 1 coat Cabot@ Crystal Clear Waterproofing#1000 K Interior Wood Stain on floor Water or Oil Based Minwax, Old Master, or Cabot or eq. Dark Brown, Stain brush applied and cloth wiped selected with sample on pine floor material L Exterior Wood Deck Stained Translucent Stain Cabot Wood Toned Deck&Siding Dark Brown, to Stain,or eq. match interior floor Tile Types Tile# Tile Type Tile Product �t✓D AA / A 1"X1" Porcerain Mosaic Tiles Daltile Keystones, CITYLINE KOHL(3) D171, or equal, �' \<) B 1"X1" Porcerain Mosaic Tiles I Daltile Keystones,Artic White D617, or equal, 1 2 "? >� a4„ 0239�� �O Room Finish Schedule �rF O!= nC`� f r Room# Room Name Floor Base Trim Finish Wall Ceiling Comments 101 Living/Dining/Ki No change Patch where new opening to the new tchen stairway to be made 102 Den No change Partially paneling and GWB, to match Alteration to be only existing where new stairway takes place abo ve PROJECT the existing closet 103 Screen Porch Existing, and Cedar 5/4 See MultiSlide Door details Existing, and Cedar vertical siding to Existing, Partially New 1/2" Under new GWB Reed & Schubert x 4 Clear Sealer, to match exsting GWB painted (Type B) ceiling, existing Residence match exsting rafters to be exposed; 104 Stairway Treads& riser: Maple 1x1 Spruce West side: 1/2"GWB painted (Type A); 1/2"GWB Painted (Type A) Hand and guard rails polyurethane polyurethane East side guard: Spruce horizontal T&G V-grooved siding, polyurethane 201 West Bedroom Pine Flooring, stained 1x1 Pine Door Trim: 1x2 painted (GWB wall); 1/2"GWB Painted (East&West wall, 1/2"GWB Painted (Type A) Ladder stained No trim(Paneled partition), 1x2 South exterior wall), Mahogany Schedules Mahogany trim polyurethane(Swing horizontal siding (north wall), Spruce Patio Door, see details); see details); horizontal siding (south partitions), Window trim: GWB wrap on head & T&G,V-grooved, Polyurethane jamb, 1x1 painted on sill; 1x2 Mahogany trim polyurethane (Rectangle Side lights, see details) 202 West Bathroom Tile A n/a Door Trim: 1x2 pine painted; Window 1/2"Glassfiber mat(Paperless) GWB 1/2"GWB Painted (Type B) trim: GWB wrap(Head and Jamb), tile Painted (Type B); partially Tile B wrap on sill Project number 1811 203 Closet Pine Flooring, stained 1x1 Pine Door Trim: 1x2 pine painted 1/2" GWB painted (Type A) 1/2" GWB Painted (Type A) Cloth hanger rod, Date 10/20/2019 stained high shelf, attic access hatch FINISH NOTES: Drawn by HA Q 204 South Deck Cedar 5/4 x 4 Clear Sky Deck and Sky 1. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF NOT GREATER Checked b w 'Sealer deck Staircase to be THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION R315 (NYS RESIDENTIAL CODE). Y GB o same as South Deck 2. IF REQUIRED, PROVIDE FINISH SAMPLES ON THE SPECIFIED IOATERIALS. 205 North Deck Cedar 5/4 x4 Stained As 09 N N Scale 12" = 1'-0" A1 .8 FINISHED WALL 11/4" DIA. (EXTERNAL DIA.) studio a/b architects STEEL PIPE, PAINTED 651 West Main Street, Riverhead, NY 11901 1" DIA. (EXTERNAL DIA.) 631 591 2402 STEEL PIPE, PAINTED 631 3231426 info@studioabarchitects.com STAINLESS STL WIRE 1 ROPE + — @ 3 1/2"O.C. Owner: I CENTER OF Maggi-Meg Reed and LADDER I 1 Michael Schubert 1 1/2" � \ I 815 Rosenburg (Fire Road#3), LO o East Marion NY 11939 Phone 917 945-9555 �n ---- 1 1!4 1' 1 1/2" M e-mail maggimegreed@aol.com 2 I =! ------- Q A.0 I TREAD 133 ------------ I I ------------- RISER ! I 3 1/2" A.05 - ------ STRINGER POST: 1" DIA. (EXTERNAL DIA.) STEEL TUBE PAINTED --- 3' H GUAR RAIL 1 2 1 WD SIDIN --- A.05 A.06 A 07 1 1/4" 1 1/4" --- FRANCE PANEL ON BOTH 3 3/4" _ 1/8"STEEL SIDES �� PLATE 3" R19 CLOSED CELL SPRAY FOAM B3 83.8 B4 PAINTED N --- --- �-- AND 8 1/4"30C BATT HYBRID 13 1/2" INSULATION - 4 Hand Rail Details 3" = 1'-0" _;1'1_ _' .�_ / i Z', .:% A.10 1 1/2" 1 1/4" DIA. STEEL PIPE — 51/2" 3'-0' No. Description Date 1 Revisions for Bldg Pmt 10/31/2019 I n Second Floor West - Callout 1 0 CV i A2 10'- 1 3/4" I 01-5" 5'-6" r 1/8"STEEL PLATE LO A1 .8 li o R21 BATT R21 BATTLi - o B4Lj - - - I I O ILI FINISHED WALL C _ 3/4'�PRu-CE�IDir� o I Hand Rail Bracket Detail Q1.1/2"GWB — 7 1/2" 'O 1'- 1 9/32' Second Floor West I--------------- 731 - 011 - - ----- 6'-8" 8" R51 CLOSED 1 - CELL SPRAY A.07 ------------ FOAM — B3.9 ------------ _ - - --- - -- - R21 BATT ----- � �q G R19 BATT : 2 -------------------- ----- �� o w �! �yT �23� y0 A.06 — U) ui _ CID CO Of I 101, ------------- I r N _ l PROJECT A.05 CNReed & Schubert ■ — 4'-0" Residence __________ R21 BATT -- FirstFloor _ _ _ _ — Stairway Details IL---_ _-� - — ---- ----- - --—-4-_, — -- r -T-- ----- - - R19 BATT 17 TREADS @10" Project number 1811 i Date 10/20/2019 A.07 3 i I Drawn by HA a rn A.10 Checked by GB "' First Floor - Callout 1 Sorath-North Section thru Staircase I I Amlo 0 11/2" = 1'-0" 1/ " = 1'-0" N Scale As indicated 131130 studio a/b architects _ 1 A.06 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 INSTALL T PE LIGHT FOR 2 1/4" 69 3/4" info@studioabarchitects.com STAINSTALLATION INED S Al Al Owner: I Maggi-Meg Reed and Michael Schubert FURRED TO FLASH TO WALL ABOVE BO 1 815 fire road#3, East Marion, NY 11939 i DOOR A.06 Phone 917-945-9555 e-mail maggimegreed@aol.com GWB GWB PAINTED LIGHTING FIXTURE 1X2 PINE TRIM PAINTED GWB (TYPE B) ON THE CEILING PAINTED (TYPE B) SHOWER PAINTED SHOWER WHITE WHITE CURTAIN ROD CURTAIN ROD 30"W X 30" H 80"AFF. (TYPE B) 80"AFF. MEDICINE � WHITE � CABINET HAND SHOWER HAND SHOWER 4 -3 SURFACE MOUNT WALL HOOK WALL HOOK 36" it :17 GWB � ....... ......:.. . . _ . ...... . . . . ; . \ PAINTED (TYPE B) WHITE 17 •24"TOWEL; . . :. BAR : :" " CORNER BASKET / / + + + / / 24"TOWEL : WE BAR M CM / M I \ TILE B \ ZD ie \\ TILE B \ ! ZJILE B / \ N CABINET �33" — 00 \ \ / co �t \ co _ it A \ _ co co co TOILET 12"_j 33" TISSUE � TILED PIPE CHASE HOLDER TILED PIPE CHASE 16" UNDER THE CABINET I I No. Description Date n Bathroom East Elevation O Bathroom South Elevation Bathroom West Elevation 1/2" = 1'-0" 4 1/211 = 1'-0" Bathrm North_Elevation 1/2" =__i'-0" Bathroom Accessory Schedule Number Fixture Product Quantity Finish Note 1 Towel Bar Ginger Motiv Sine 24" Double Towel Bar 2 Satin Nicrel 0222/24-PC 2 Toilet Tissue Holder Ginger Motiv Sine Open Toilet Tissue Holder 1 Satin Nirkel 0206-PC 3 Shower Basket Ginger Splashables Corner Basket 505L 1 Satin Nickel Item No. 552G HOTELIER LONG DEEP BASKET Item No. 552G 4 Shelf w/Towel Bar Ginger Motiv Sine#0243/20 1 Satin Nickel 5 Wall surface mount Medicine Robern PL3030 1 Interior classic gray surface mount kit cabinet w/mirror 6 Wall mount Vanity Cabinet Durasupreme Wallmount Floating Vanity, Config. E 1 Door and One side: Counter top: white quartz B0 BQ (2-doors)42"W X 18 1/2" H Laquare white / / / I INSTALL TAPE LIGHT FOR 2 1/4" / 69 3/4" STAINED GLASS INSTALLATION / A 1 INSTALL TILED PIPE CHASE __ U UNDER THE WALL MOUNT < CABINET STAIND GLASS ON FURRED O B XED Of 24" 2X2 ON FURRED GWB FOR FLASH � 54" 54" 3 4 +/- THERMAL SURFACE FOR STAINED GLASSO ! ENCLOSUR INSTALLATION - - BOX 2 ,-: �- - - �! � "��•-F;.,' �'�"�` �' '� ''7 ta=�' I IED X2, W � Ep 1', ON 2X6 L) - /4" /PAWTED GLASSIN U M t 5 9 3 STUDS + i i ON CEILING w � I I \ TAPE LIGHT EVENLY LAYED 6` 4" +/- 3' ;3 lr.' ''>. b: : .,' a, I I \ BEHIND THE LASS, TYP. ti Ln 9 '3$a",,"b{ aid \ ., �''•:-„.h z'y5`>.40' 1P 4 Q 0237 �O r + `" 12 1/2, 3" 12 3/4„ 3„ 12 1/2" 1 PROJECT A.06I I \ — Reed & Schubert TUB FILLER AND ---------- --"-7--e-,. / Lo HAND SHOWER , _ - Residence r> 6" 6'-0" O O , M co `0 Bathroom Details ..:.:.TILE B / \ \ / \ T-0" \\ Al Project number 1811 Date 10/18/2019 NOTE: DRAWING SHOWS BASIC INSTALLATION METHOD AND SCHEMATIC LAYOUT Drawn by HA Q LAYOUT SHALL BE FINALIZED BY OWNER Checked by GB N Bathroom East Elevation Stained Glass Bathroom South Elevation Stained Glass Bathroom West Elevation Stained GI 3ss 7 Inst. Dia ram 8 La out cn Ceiling A. 1 1 N Second Floor West - Callout 2 �windows installation Diagram 9 1/211 _ 1 -011 --- 1/2" = 1 -0 1/2" = 1 -0 Scale 1/2" = 1'-0" studio a/b architects 1 2 1 651 West Main Street, A.06 1 A.06 A.07 Riverhead, NY 11901 BO 131 62 A.05 631 591 2402 3 B3.8 B4 631 3231426 8'-8 1/2" info@studioabarchitects.com A.03 Owner: INNER RAIL:' I Maggi-Meg Reed and 1 A1 .8.8 XI 4 CEDAR TOP RAIL - Michael Schubert SS WIRE 4 1 1 1/2 O.C. FACE " T-7" OP AIL \ — — — — _ EDA 4X4 815 R arson, N (Fire Road#3), E35 � East Marion, NY 11939 1'-7" 10'-3" 11' 2" 2'-0" I Phone 917-945-9555 _ ACE EXISTING SKYLIGHT SWI E e-mail maggimegreed@aol.com � TDP RAIL @)a "O.C. CEDAR 4X4 w I � v 2 FACE CE34 — — — —� — - — + s WIRE - M 4'O.0 133.8 — — — — — SKY DECK RAIL: '- 10" W SKY DECK 0 4X4 TOP RAIL WITH SS U) M 5/4 X 4 CEDAR DECKING WIRE FACE o`o co _ ON 2X8 ACQ JOISTS @16" O.C. A.07 I Sky Deck _ — - I \I Second Floor West N co 2 � � I � , A.06 `' r " 10 1 E33 � 0'- 13 TREADS @10" - 1 A.05 i NEW ROO ------ 3'-7" --3'-8" - 3'-0" [A:0:3 2 -------- No. Description Date --------- 2 Revisions for Bldg Pmt 2 11/24/2019 2 A.04 B3.9 \South-Norh Section thru Sky Deck Stiarcase INNER RAIL: ______ p OUTER RAIL: 1/411 - 1'-0" 4X4 CEDAR TOP RAIL 1X4 CEDAR VERTICAL SS WIRE 4"O.C. FACE - u LATTICE _-_---7 4.5 BO 1 131 132 B3 B3.8 B4 B 1 A.06 1 2 1 o I A.05 A.06 A.07 1 \ Sol Deck 2 I � I SKY DECK 7 o000000000000o a0000-000000000 � 5/4 X 4 CEDAR DECKING 11'-2" ON 2X8 ACQ JOISTS @16"O.C. 10'- 1 3/8"+/- 10'- 1 3/8"+/- 7'-3" Al A2 A2.6 A3 OUTER RAILING: RAILING 1X4 VERTICAL CEDAR I I I TOP 4X4 CEDAR 4.5 LATTICE @4"O.C. FACING HORIZONTAL 1 o SS WIRE @ 4"O.C. 2 1 1 A.04 A.12 M A.08.2 A.08 r2% � A.07 3 -- -- - -- - A.12 (2)-2X8 ACQ SUPPORTED WITH 2X4 STUDS WALL I \ I I I 0O ON EXISTING ROOF RAFTER E�AR '- 1 Roof Plan �N5 �FO Second Floor West — — — — - — — 73' - 0" (P�9r 023781 O� .� \ I F OF NE�J -0" 9'-2" 1'-0' — - 10 of 11'-2" I I PROJECT I Reed & Schubert First Floor Residence 61' - 0" Sky Deck Details Project number 1811 1 1 11 I I IIIIIIIIII 11=1 h 11 1 11 11=1 I I—\I 1 11 1 11 I —I 11 I I I I=1 11 I I I1 11=B3.9 —I 1 11 11=1 II 11 Date 10/20/2019 Drawn byHA Q v Checked by GB M Typical North-South Section thru Sky Deck LOA. 12 I 0 N (O N_ Scale 1/411 = 1'-0" studio a/b architects 1X4 TRIM FLUSH TO SIDING, TYP. I hest Mai Street, River - 631 591 2402 BEAD OF SEALANT (3)-1 3/4"X 7 1/4" 631 323 1426 LVL HEADER GWB GWB info@studioabarchitects.com WRB FLASHING TAPE FLEXIBLE SPRAY FOAM 1X2 TRIM 1X RIM � MTL DRIP CAP FLASHING INSULATION W LONG STRIKE17771 77771 Owner: N. � — Maggi-Meg Reed and �— GWB WRAPPED 1X4 MAPLE TRIM Michael Schubert N W/CORNER BEAD FLUSH TO SIDING 815 fire road#3, East Marion, NY 11939 PANEL ] ] Phone 917-945-9555 ] e-mail maggimegreed@aol.com Z O T ] PANELED DOOR SOSS HINGEL PANELED DOOR SOSS HINGE � J 1X 1"TRIM o PANELE WALL PANELED WALL 0 ti Ill- 11 CO. _ SILL WEDGE z II � SELF SEALING FLEXIBLE MEMBRANE I CONTINUOUS BEAD OF � SEALANT OR ADHESIVE SKIRT: FLASHING TAPE OR I TYP. SELF SEALING WRB FLUSH SILL - WR6 I SHIM PIECES COUNTERBALANCE SLOPE i @ CORNERS AND MIDDLE OUT SWING DOOR PLAN IN SWING DOOR PLAN (NOT NECESSARY IF SILL WEDGE IS NOT USED) Ni (:4)_Typical Door Details on Paneled Wall WRB SELF SEALING 31' = 1'-011 II FLEXIBLE MEMBRANE, TYP. FLEXIBLE SPRAY DECK I FOAM INSULATION GWB WRAPPED _ W/CORNER BEAD (3)-1 3/4"X 7 1/4" LVL HEADER II� II /L i II II I I � 1/2" PVC SHEET No. Description Date SOFFIT I I E li EXISTING DECK,JOIST I. WRB SELF SEALING FLEXIBLE UNIT W MEMBRANE I R.O. W= UNIT W+ 1" BEAD OF SEALANT 1X4 MAPLE TRIM FLUSH TO FLEXIBLE SPRAY FLASHING TAPE SIDING PANEL FOAM INSULATION Typical Integrity Wood-Ultrex Awning TYP. - 1/2" PLYWD 1 Window Details1/4„ WALL EDGE ENCLOSURE 3" = 1'-0" 3/4" MAPLE HORIZONTAL PANEL T&G, V GROOVED ON 1/2"GWB E > COVERING, ► �il _=� DOUBLE 2X4 STUDS aluminum,lacquered,grey s'qs SEE DETAIL( COVERING GASKE EPDM,black- Sash profile,aluminum, / SIDE FRAME COSY RING, lacquered,grey II " aluminum,lacq er rey Sealant SIDE FRAME,st I it 1 6 with aluminum/z c ati — Insulated Glass Unit VELUX ADHESIV II ' Underlay --------- — — — — — 9"Width Sash AFa re WldM VELDL EKDR: ,/e• Flashing _�� J L Sa'W PecCteS B' ¢h< y' Y' SHINGL By Oth Gasket yM.06.atniON H 1 fir; F,am 3 v Molded Polyurethane skin with wood core Frame and Sash UNIT W= 10'-6" WRB, TYP. 0.g9"FY I ''z FlnshedFramn_R_Idth Decking PEI (with White Finish) - SELF SEALING FLEXIBLE s ,/a^ By Others Duts,d,lde Ram,Width MEMBRANE, TYP. FII 2, Drywall R.0. W= 10'-7 1/2" �Ep ArCh,�� ear,Fln onen�DD wldm Trim move 1!2"DRYWALL By Others - EwOG h , BEAD OF SEALANT, TYP. 1X4 CEDAR TRIM FLUSH TO FLASHING TAPE, �co A�A//2Ci FC e VERTICAL CROSS SECTION HORIZONTAL CROSS SECTION DETAIL �1 C? tiF� ' SIDING PANEL XXD TYP.FILL w o M1�� 1 The RG;IGN DIF—G and FINISNFD FPAMING d1m 111on5 ara basal On Fwlxntllcular Interior linisl•material On all four sNts cc and h—dans n—,well wary deltenUir q on Me-1-,,-h-,hn,dre Ihickne_wv and 11w de,� of the rntr•nor flnlsh—1-.1 iT-11131151AZ:fiG_—nr(s,; 1'7Y'i IarninaleU lawFl((1) � ',':(.'.x'N•,•-�Lw' � 1 MARVIN MODERN MULTI-SLIDE STACKED DOOR WlntlOw heigM1i 1're•[ail t�uynn—'lddo—erv7rUdei,—NteN,gmM1; r, l.+.eian..-Iels.er..t..e.ese-ee„.,wi.w t,V+ovy aG'enM1.p-c t FEkDDKWWI/SEIeO Fl(ua`rhlbinnyqh le flashnq 0231 _ 3m ) WITH 15/16" INSULATED GLASS _—_ EKL/EKYlla TA,flash OF �t I 5TG FREE EXIT Ij Typical Velux GM Roof Access Window 2 Details n Door#1 Details N.T.S. U 311 = 1'-011 PROJECT Reed & Schubert Residence Doors and Window Details 1 Project number 1811 Date 10/18/2019 Drawn by HA Q M Checked by GB N A. 13CD Scale As indicated o studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 5912402 631 3231426 info@studioabarchitects.com Owner: Maggi-Meg Reed and Michael Schubert 815 fire road#3, East Marion, NY 11939 Phone 917-945-9555 e-mail maggimegreed@aol.com I I I I ! 1X4 TRIM FLUSH 1X4 TRIM FLUSH TO SIDING, TYP TO SIDING, TYP. 1X4 TRIM FLUSH BEAD OF SEALANT, TYP. BEAD OF SEALANT, TYP. TO SIDING, TYP. WRB WRB BEAD OF SEALANT, TYP. I I FLASHING TAPE I FLASHING TAPE WRB FLASHING TAPE FLEXIBLE SPRAY FOAM FLEXIBLE SPRAY FOAM MTL DRIP CAP FLASHING INSULATION MTL DRIP CAP FLASHING INSULATION FLEXIBLE SPRAY FOAM MTL DRIP CAP FLASHING INSULATION I ' 1X 2"TRIM FLUSH TO SIDING 1X 2"TRIM FLUSH TO SIDING .�- GWB CLG = T- 103/4"AFF. No. Description Date 1 I N N - CD C3 O N r cm T T m n _ ~ _ F_ o = ° z d z XX CONTINUOUS BEAD OF I CONTINUOUS BEAD OF Ll -- SEALANT OR ADHESIVE LSEALANT OR ADHESIVE I - TYP TYP I _ 1X 1 BASE ' 1X 2"TRIM FLUSH TO SIDING 1X 2"TRIM FLUSH TO SIDING o0 F.F. SILL WEDGE SILL WEDGE _ _ - TOP OF DECK WATERPROOFING MEMBRANE i WATERPROOFING MEMBRANE i l CONTINUOUS BEAD OF SKIRT: FLASHING TAPE ORSKIRT: FLASHING TAPE OR — I SEALANT, TYP. SELF SEALING WRB SELF SEALING WRB _ _ _ SELF SEALING FLEXIBLE MEMBRANE, TYP. I I I F.F. W F.F. - 7_7 --- - - - - - —- --- - --- - - -- - ---- --- - - -- - - -- MTL FLASHING DECK(NOT SHOWNI) DECK(NOT SHOWN) ON WATERPROOFING MEMB. ON WATERPROOFING MEMS. ON TAPERED RIGID INSULATION ON TAPERED RIGID INSULATION ON 3/4" PLYWD SHEATHING ON 3/4" PLYWD SHEATHING SHIM PIECES SHIM PIECES COUNTERBALANCE SLOPE COUNTERBALANCE SLOPE @ CORNERS AND MIDDLE @ CORNERS AND MIDDLE (NOT NECESSARY IF SILL (NOT NECESSARY IF SILL WEDGE IS NOT USED) WEDGE IS NOT USED) ARoyi AR/l� ', G% �.A 1X4 MAHOGANY TRIM ON FLEXIBLE SPRAY 1X4 MAHOGANY TRIM ON 1X2 MAHOGANY TRIM '9TF OF IqC.,aa`O 1/2 GWB FOAM INSULATION 1/2" GWB FLUSH TO PANELING v TYP. 1 3/4"X 5 1/2" LVL 1 3/4"X 5 1/2" LVL -- 1X4 HORIZONTAL PANELING T&G, FLEXIBLE SPRAY MULLION MULLION V GROOVED, MAHOGANY FOAM INSULATION GWB WRAPPED ON 1/2"GWB TYP. W/CORNER BEAD PROJECT Reed & Schubert U Residence �... I' JE- -- - - - - - - Doors and Windows WRB, TYP. WRB, TYP. Details 2 SELF SEALING FLEXIBLE SELF SEALING FLEXIBLE WINDOW#1 UNIT W= 3'-0" 0'-2 3/4" DOOR#2 UNIT W= 5'-11" 0'-2 3/4" WINDOW#1 UNIT W= 3'-0" MEMBRANE, TYP. i O X MEMBRANE, TYP. - BEAD OF SEALANT, TYP. I BEAD OF SEALANT, TYP. OVER ALL R.O. W= 12'-5 1/2" FLASHING TAPE, TYP. INTEGRITY WOOD-URTREX SLIDING FRENCH FLASHING TAPE, PATIO DOOR-IMPACT TYP. Project number 1811 INTEGRITY POLYGON IMPACT INTEGRITY INSWING FRENCH DOOR-IMPACT INTEGRITY POLYGON IMPACT Date 10/18/2019 Drawn by HA Q Checked by GB r? io 2 Door#2 & Side Light #1 Details _ CD A. 14 n Door #3 Details 1 1-011 N co Scale 3" = 1'-0" ROOFING studio a/b architects ASPHALT FELT % 651 West Main Street, INSULATION BAFFLE Riverhead, NY 11901 / SELF ADHERED WATERPROOF MEMB. 631 591 2402 =/ 631 3231426 info@studioabarchitects.com WOOD FRAME SHEATHING / EXTERIOR SIDING SPRAY i' M CAVITY INSULATION , INSULATION Owner: WRB I INTERIOR FINISH BATT INSULATION Maggi-Meg Reed and Michael Schubert CEILING FINISH METAL DRIP TAPE OR SEAL 815 fire road#3, East Marion, NY 11939 CONTINUOUS BEAD OF ADHESIVE i ALL JOINTS Phone 917-945-9555 -------------- e-mail maggimegreed@aol.com CONTINUOUS BEAD OF SEALANT TAPE ALL JOINTS HOR. AND VERT. CONTINUOUS BEAD OF SEALANT � ! CVITY INSULATION E INTERIOR FINISH SOFFIT EXTERIOR SIDING 3 CAVITY INSULATION WRB CONTINUOUS BEAD OF SEALANT SHEATHING FLOOR TO WALL CONNECTION EXTERIOR WALL TO ROOF CONNECTION WITH CATHEDRAL CEILING CONTINUOUS BEAD OF SEALANT EXPMRING FOAM WINDOW < INT. FIN. IC RATED RECESSED LIGHTING HOUSING INTERIOR FINISH WRBEXPANDING FOAM SEALANT EXT. SHEATHING CAVITY SELF ADHERED MEMB FLASHING _ INSULATION -- 1/2"X 2" BACK DAM SELF ADHERED MEMB FLASHING No. Description Date _ SHEATHING CONTINUOUS �p CONTINUOUS BEAD OF SEALANT p L BEAD OF SEALANT WRE I SELF ADHERED SELF-ADHERED MEMS I MEMB FLASHING EXPANDING FOAM SEALANT FLASHING WRB METAL CAP FLASHING j EXPANDING FOAM SEALANT SELF ADHERED MEMS i -- INTERIOR FINISH WINDOW FLASHING - - CONTINUOUS BEAD O SEALANT SIDING WINDOW EXPANDING FOAM SEALANT CONTINUOUS BEAD OFSE AANITT TYPICAL WINDOW JAMB TYPICAL WINDOW SILL TYPICAL WINDOW HEAD CEILING RECESSED LIGHTING ELECTRICAL BOX n Typical Thermal Protection Details 1 1/2" = V-0" -- TOP RAIL 4x4 CEDAR RAILING POST 4x4 CEDAR 1 x WOOD �— (2)- 1/2 BOLTS POLYURETHAN WOOD PANEL 2" �1 1/2" - WOOD PANEL WOOD 3 1/2" POLYURETHANE PANEL 4Eo Agcy. U1ypic1 I Deck. Railing Detail J Typical Interior Coping Detail 2 4 T ical Interior Panel Corner ����o P � ��zG?��� , - 0 1If - 11-01111/2 - 1 0 rc a23*7 ' ATF O t\ PROJECT Reed & Schubert Residence Typical Details 1 Project number 1811 Date 10/18/2019 Drawn by HA Q Checked by GB M ti A. 150) 00 C) Scale As indicated GENERAL NOTES: (AS PER CODE STATE OF NEW YORK AND AMERICAN FOREST& PAPER ASSOCIATIONS WOOD FRAME DESIGN Studio a/b architects CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS) - 651 West Main Street, TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA THE FOLLOWING NOTES,ARE TYPICAL, REFER TO ATTACHED DRAWINGS FOR APPLICATION Riverhead, NY 11901 GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD 631 591 2402 1. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. CONTRACTOR SHALL CHECK ALL DIMENSIONS AND SNOW SPEED DESIGN DESIGN UNDERLAY HAZARD SIMPSON H4 631 3231426 CONDITIONS AT JOB SITE. ANY DISCREPANCIES OR OMISSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLED TO LOAD (i) (mph) CATEGORY WEATHER- FROST TERMITE DECAY TEMP. (f) WENT @EVERY info@studioabarchitects.com LINE THE ATTENTION OF THE RECORD ARCHITECT AND SAME CORRECTED WITHIN (5) DAYS AFTER CONTRACT HAS BEEN (g) TNG DEPTH(b) (c) (d) REQUIRED AWARDED. OTHERWISE CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME. SIMPSON H10 20 lbs 130 C SEVERE 3'-0" MODERATE SLIGHT TO 11 YES N/A @EVERY 2. CONTRACTOR AND/OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK TO HEAVY MODERATE Owner: s DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE, COLLAPSES, DISTORTIONS AND MISALIGNMENT ACCORDING TO ALL APPLICABLE CODES, STANDARDS, AND GOCD CONSTRUCTION PRACTICES. Maggi-Meg Reed and 3. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE DESIGN Michael Schubert LATEST EDITION OF A.S.T.M. SPECIFICATIONS WHERE APPLICABLE AND SHALL CONFORM TO THE STANDARDS AND LOCATION LIVE DEAD DEFLECTION LIMIT RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES (A.C.I., A.I.S.C., S.J.I., ETC.)ARE APPLICABLE. ALL MATERIALS USED IN SLEEPING 40LBS 10LBS L/360 815 fire road#3, East Marion, NY 11939 CONNECTION WITH THIS PROJECT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED. Phone 917-945-9555 ROOM OTHER THAN SLEEPING 30LBS 10LBS L/360 e-mail maggimegreed@aol.com 4. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING ATTIC (NON STORAGE) 10LBS 5LBS L/240 MATERIALS. ATTIC (STORAGE) 20LBS 10LBS L/240 5. CONSTRUCTION TO CONFORM TO NYS BUILDING CODE, RESIDENTIAL CODE, ENERGY CONSERVATION CODE, FIRE CODE, ROOF W/FIN. CEILING 20LBS (SNOW) 15LBS L/240 SIMPSON H1 PROPERTY MAINTENANCE CODE,PLUMBING CODE, MECHANICAL CODE, FUEL GAS CODE,IVILLAGE OF OLD FIELD CODE], AND ROOF NO FIN. CEILING 20LBS (SNOW) 7LBS L/180 @EVERY STUD, ALL OTHER CODES AND REGULATIONS HAVING JURISDICTION. SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR, AS A FUNCTION OF ROOF SIMPSON LTS PITCH. @EVERY 6. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. WHEN RAFTER SIZES MAY HAVE TO BE INCREASED TO ACCOMMODATE HIGHER SNOW LOADS. BUILDING IN ANY JURISDICTION, EITHER INSIDE OR OUTSIDE THE CODE,VARIATIONS MAY BE REQUIRED. IT IS THE WIND BORNE DEBRIS PROTECTION SIMPSON SP2 RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED, @EVERY ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED. PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. SIMPSON H2 @EVERY 7. CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTACT ALL UTILITY FASTENER SIMPSON SP4 COMPANIES IF RELOCATION IS REQUIRED AND/OR REPAIRS. _ SIMPSON H7 @EVERY FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT @EVERY 8. THROUGH 11. (NOT U;)ED) <4 FOOT < PANEL SPAN < PANEL SPAN ASSUMED SOIL TO BE SAND OR GRAVEL,WITH MINIMUM TRACES OF DRY CLAY, WITH A MINIMUM BEARING CAPACITY OF 2 <6 FOOT < 8 FOOT ALTERNATIVE WALL TO ROOF CONNECTIONS, ALTERNATIVE WALL TO ROOF CONNECTIONS 2 1/2"#6 WOOD SCREWS 16" 12" 9" STUD SPACING SAME AS TRUSS/RAFTER SPACING STUD SPACING DIFFERENT FROM TRUSS/RAFTER SPACING TONS/SQ. FT. (NTS.) (NTS.) 2 1/2"#8 WOOD SCREWS 1 16" 16" 12" 13. CONCRETE TO BE PLAIN, UNREINFORCED, MINIMUM 2500 PSI, 28 DAY SOIL TEST, PREDICATED ON THE ABOVE SOIL a. THIS TABLE IS BASED ON 130 MPH WIND SPEED AND A 33-FOOT MEAN ROOF HEIGHT. Typ. Structural Det. Wall to Roof CONSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO BE ASSUMED AND THE FOUNDATION b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL � Connections MUST BE REDESIGNED. INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN,WHICH IS THE c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS �'J RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER. d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING SIMPSO VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. N SIMPSO 14. STRUCTURAL STEEL 1-0 BE ASTM A36. DETAILED, FABRICATED AND ERECTED PER AISC. e. WHERE MULTIPLE PANELS ARE NEEDED, USE 2X4 ALONG THE PANEL JOINT FSC N 15. ALL WOOD FRAMING, INCLUDING JOISTS BEAMS, POSTS, STUDS, ETC., TO BE DOUGLAS FIR LARCH NO.2 OR BETTER MSTA 3SIMPSON (UNLESS NOTED OTHERWISE) HDU2 SIMPSO Lumber Design Criteria NAILING SCHEDULE N CS16 Visually graded lumber AS PER AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS Douglas Fir Larch (#2 Surfaced Dry or Green @ 19% maximum moisture content) JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING All values and factors are from the National Design Specifications for ROOF FRAMING Wood Construction NDS-2001. RAFTER TO TOP PLATE(TOE- NAILED) 3-10d PER RAFTER Extreme Fiber Stress in Bending (Fb) CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-10d PER JOIST Single Members Repetitive use Factor Bending Stress SIMPSON LTP No. Description Date Member Fb(psi) Cf Fb (psi) Cr Fb(psi) CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 4-16d EACH LAP @ EVERY 2x6 850 x 1.30= 1105 x '1.15 = 1271 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 4-16d EACH LAP STUD 2x8 850 x 1.20= 1020 x 1.15= 1173 COLLAR TIE TO RAFTER (FACE-NAILED) 3-8d PER TIE 2x10 850 x 1.10 = 935 x 1.15= 1075 BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END 2x12 850 x 1.00 = 850 x 1.15= 978 RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END_ Horizontal Shear Stress = Fv x CH = 190 psi WALL FRAMING ' Modulus of Elasticity = 1.60E+06 psi TOP PLATE TO TOP PLATE(FACE- 2-16d* PER FOOT SIMPSON MIS-S)\TES AT INTERSECTIONS (FACE NAILED) 4-16d JOINTS-EACH SIDE LTS OR MTS 16. ALL LAMINATED VENEER LUMBER (LVL) SHALL MEET THE AMERICAN PLYWOOD ASSOCIATION (APA) ENGINEERED WOOD STUD TO STUD (FACE-NAILED) 2-16d 24" O.C. @ EVERY SIMPSON SYSTEM (EWS)STANDARD PRL-501 WITH A STRESS CLASS OF 1.8E-2600F. STUD HEADER TO HEADER (FACE-NAILED) 16d 16"O.C.ALONG EDGES, FTA 17. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF BOTTOM PLATE TO FLOOR JOIST,BAN DJOIST,ENDJOIST, OR BLOCKING 2-16d PER STUD @ EVERY SIMPSON LTP OR APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO IDENTIFIED (FACE-NAILED) STUD SIMPSON A BY AN APPROVED TESTING AGENCY. BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST, OR BLOCKING 2-16d*A PER FOOT (NTS.) Cs20 @ EVERY STUD 18. ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A (FACE-NAILED) MINIMUM THICKNESS OF 15/32". THE PANELS SHALL BE APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS. FLOOR FRAMING _ Typ. Structural Det. Wall to Wall 2�-Connections 19. ALL FLOOR AND ROOF-SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-10d PER JOIST BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END WITH A SPAN RATING CONSISTENT WITH ITS INTENDED USE AND A MINIMUM THICKNESS OF 15/32" (19/32" FOR FLOOR - SHEATHING). BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK SIMPSON 20. THROUGH 30. (NOT USED) LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST LSTA15, 31. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST CS20, OR H6 BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST @ EVERY STUD 32. ALL FOOTINGS TO REST ON VIRGIN, UND STURBED SOIL. BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d* PER FOOT 33. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER ROOF SHEATHING SIMPSON HTS16 TWIST SQUARE FOOT WITH A MINIMUM OF T-0" COVER. STRAPS STRUCTURAL PANELS 10d 6" EDGE/6" FIELD COMPLIES WITH TABLE 3.313 34. PIER FOOTINGS SHALT_ EXTEND 6" FROM FOUNDATION ON ALL SIDES AND SHALL BE 12"THICK. 2-8d PER SUPPORT WFCM-1995 A < 3-8d PER SUPPORT (6) 12"SIMPSON CS20 TIES 35. ALL EXTERIOR FRAMING, AND INTERIOR FRAMING DIRECTLY CONTACT TO CONCRETE OR MASONRY, SHALL BE ACO _ TREATED LUMBER. FASTS-NERS TO USE WITH THE TREATED LUMBER SHALL BE STAINLESS STEEL, OR OTHER APPLICABLE WALL SHEATHING COMPLIES WITH TABLE 3.3B, MATERIAL. STRUCTURAL PANELS 8d 1" EDGE/12" FIELD 36. ALL HEADERS TO BE (2)2 X 8 UNLESS OTHERWISE STATED. GYPSUM WALLBOARD 5d coolers 7" EDGE/10" FIELD 37. ALL HEADERS TO BE SUPPORTED BY DOUBLE STUDS(TYP), UNLESS OTHERWISE STATED. CEILING SIMPSON SIMPSON STRONG TIE 38. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS GYPSUM WALLBOARD SHEATHING LTP4 HEADER TO JACK 5d coolers 7" EDGE/10" FIELD @EVERY POST RUNNING PARALLEL TO SAME. STUD CD AR (NTS.) (NTS.) 39. BRIDGING TO BE EITHI-R SOLID, 1' X 3' OR 18 GA. CROSS BRIDGING, MIN 8'-0"O.C. FLOOR SHEATHING Typ. Structural Det. Wall to Floor Typ. Structural Det. Wall Opening w �1 // c, 40. ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS. STRUCTURAL PANELS Connections Connections 2 .; ; J" FIELD -J �4`6a, 1"OR LESS d 6" EDGE ' $Od 6 EDGE/62F FIELD 1/2�� - 1 -0�� 1/2�� - 1 -0�� f 41. JOISTS HANGERS, ETC. TO BE"SIMPSON STRONG TIE" OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. GREATER THAN 1 � O 42. FIRE BLOCKING TO CODE R602.8. * NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.C.. AT PANEL EDGE. IF WALL SHEATHING IS ATF OF N `S� NAILED 3"O.C..AT PANEL EDGEROOMS OTHER THAN SLEEPING TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING SIMPSON HDU 5, OR 2, 8, 11, OR 14 REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR + I 43. INSTALL WALL TO FLOOR AND WALL TO WALL CONNECTION STRAPPINGS ON THE EXISTING SHEATHING AT EVERY STUDS PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH l I ' 44. INSTALL HURRICANE TIES AT EVERY RAFTERS, IF NOT EXISTING ^ WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL ALUMINUM FLASHING LINE OFHOUSE BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. PRESERVATIVE-TREATED - BARRIER MAY BE REQUIRED FOR DECKING FASTENER PROJECT CONNECTORS IN CONTACT WITH Reed & Schubert WALL OPENING MEMBER SCHEDULE PRESERVATIVE TREATED WOOD UPLIFT CALCULATION, MONOSLOPE ROOF ROUGH OPENING HEADER HEADER TO NUMBER OF SILL SILLTO WALL TREATED NAILER PLATE Residence SPAN WALL JACK STUDS CONNECTION BOLTED TO HOUSE Tu =Wuplift x(16/12) x L/2 = 36 psf x(16/12) (17.25 ft)/2 =4,4 CONNECTION SEE DWG FOR EXACT SIZE INSTALL SIMPSON H1 HURRICANE TIE AT EACH RAFTER END. - 8' >=W> 6' (2)-2X12 OR 8-16d END- (1)-2X6 (2)-2X6 (3)- 16d LATERAL LOAD CALCULATION, FOUNDATION HOLDOWN (2)-MICRO 13/4"X TOE-NAILED HOLDOWN FORCE =VxH ==6347 9 1/4"OR LARGER < EXISTING ROOF SHEATHING E g6W JOIST SEE DWG FOR EXACT SIZE INSTALL SIMPSON HD10A HOLDOWN AT END OF SHEAR WALL 6' >=W> 4' ((2)-2X10 OR 6-16d END- (1)-2X6 (2)-2X6 (3)- 16d COLUMN Structural Notes and LARGER TOE-NAILED E EXISTING ROOF RAFTER EXISTING WALL 2-PLATES 3/8"X7 LONG HOT DIPPED GALVANIZED LAG BOLT Typical Details LATERAL LOAD CALCULATION, FLOOR TO FLOOR CONNECTION 4' >=W (2)-2X8 OR 4-16d (1)-2X6 (2)-2X6 (2)- 16d WITH MATCHING WASHER, HOLDOWN FORCE =VxH= 3986 LARGER TOE-NAILED EXISTING CORNER STUDS STAGGERED @16"O.C. INTO JOIST INSTALL SIMPSON FTA5 FLOOR TIE ANCHOR AT END OF EACH SECOND FLOOR SHEARIN'ALL. 0 0 GALVANIZED METAL JOIST HANGER Project number 1811 NOTE FOR SELECTION: (SIMPSON OR EQ.) PRODUCT Minimum Wood Member Thickness Bolt Dia. TENSION LOAD (DS/SP) Date 10/18/2019 HDU 2 3" 5/8" 3,075 Drawn by HA Q HDU 4 3" 5/8" 4,565 HDU 5 3" 5/8" 5,645 JOIST NAILER PLATE DETAIL Checked by GB HDU 8 3" 7/8" 6,765 u, 41/2" 7/8" 7,870 T Structure Details Holdown T Structural D et. DeckSN 6 ,� _ , n Yp Ledgerco 6 1 -0 U N.T.S. Scale As indicated o I� studio a/b architects PROP. 12" DIA. CONC. A.03 651 West Main Street, CYLINDRICAL FOUNDATION WITH Riverhead, NY 11901 "BIGFOOT" FOOTING, TYP. — 1 �-� I 631 591 2402 Q p 631 3231426 A1 .8 A1 .8 info@studioabarchitects.com 00, J51, 111 ---- --- ------ —- ------- --T-, - 11 4 1 NEW 4X4 CEDAR Owner: - 11'-4 1/2" +/- 4'-7"+/- NEW 6X6 ACQ COLUMN 2*$P OG. Maggi-Meg Reed and ALIGN @16 SURFACE Michael Schubert 34 - 815 fire road#3, East Marion, NY 11939 Phone 917-945-9555 �, e-mail maggimegreed@aol.com 133.9 - - - ® _ - 133.9 - -.. . - .. (3)-2X6 COLUMN BELOW J I � I v EXISTING SCREEN PORCH -� EXISTING PILES UNDER y MULLION, TYP. J w Nisc�) v X V J WEXISTING SCREEN PORCH O FSG - o r> QO r'- F- Q r- e�E�N X o l _ • E��S�\RGpNs � �O o N / Vo w w F m A.06 I A.06 (3)-2X6 COLUMN BELOW � L r . --------- H - ..... ,1 " � e 2 2 a �- .cI A.05 I ( A.05 I f I i I . 0 ! I J�01 j I __ . .... _ _.___.._...._.__......__..._........_ ._......................... ......._.....___.._..--_.--.___.____. :A0:3 2 i g B2 - - - - - B2 i 20'-2 3/4"+/- 7'-3" - I I No. Description Date 131 - 131 r� - . - - r - - - —� - I I EQ. EQ. j o PROP. 12" DIA. CONC. A.06 � CYLINDRICAL FOUNDATION WITH NEW 6X6 ACQ COLUMN, "BIGFOOT" FOOTING, TYP. I TYP. �_---___-_._.I_______-___-_._-____.__..___I__-..------- __._------ -----..___.._.__..._ - -- - - - - B9 EQ. - —EQ.- - 001- A,1 A2 A2.6 A3 A 1 A2 A2.6 A3 1 20 -2 3/4"+/- � 7'-2 3/4" 3 2 A.04 1 A.10 A.12 1 3 A.08 A.08 A.10 1 Foundation Layout2 First Floor Framing 1/4 - 1 -0 o ARC�'� AR//ZG C" cc 0239- OF 239'OF 6X6 ACQ PROJECT Reed & Schubert 2- 1/2" Residence IF OUTSIDE COLUMN BASE I 12"DIA. CONCRETE CYLINDRICAL PILE ° ®° ° ®° m ,I� Foundation , First Floor Decking Layouts, and O Typical Details a Simpson Strong- Tie AC4 BIGFOOT SYSTEM BF24 Simpson Strong-Tie Project number 1811 ABU44 TYPICAL ABU INSTALLATION TYPICAL BC TYPICAL AC TYPICAL BOLTS Date 10/18/2019Drawn by HA Q UNDISTURBED SOIL, OR 4-6"COMPACTED GRAVEL NTS. (NTS.) LO Typ. Structural Det. Post Girder Checked by GB 3 T Stru�-tura) Det. Column Foundation T. Structural Details Post Base %Connect_ions N.T.S. N.T.S. — - _-- N.T.S. S . 02 N Scale As indicated Al s ' studio a/b architects G — — — � — — — — — I Riv West Main Street, B5 _ ( Riverhead, NY 11901 UNDER JACK 631 591 2402 631 323 1426 STUDS ABOVE HANGER TYP. info@studioabarchitects.com • I I I I I I I I CB^ (3)-2X12 ACQ BELOW JOIST LEVEL — — `F C� z Ow 2X10 SOLID BRIDGING, TYP. > SOLID 2X12 BLOCKING, Maggi-Meg Reed and O TIE TO WALL WITH STRAPPING, TYP. + B��•8 _ UNDER EXT.WALL i Michael Schubert U B3.8 C. E -Cl) 815 fire road#3, East Marion, NY 11939 Q Q z X� G CRE Phone 917-945-9555 oOG o X1 @ 6"� Ov N N RUN e-mail maggimegreed@aol.com �6 R O N PC ,L�10 HANGER, TYP. co (2)-2x12 (2)-2x12 o� O' w J m O III L a C3 a w 2X10 @JOIST LEVEL °O Q _ \\ / l.�_ �r X 00 N c_n CB ` / STAIRCASE OPENING IN \ --- ----_ _- - ---------------- LiSKYLIGHT OPENING BOX m ; (2)-2X12, 4 SIDES / \ / \ `" w f / \ p N COLLAR BEAM 2X6 @48 O. P. + CV Q O O N 2 v • � �0 72rr > Q ( � i C UB2 E i I I i I I ' � 3 El o -------------------- No. Description Date I t T ---------------- ----G. --- 10 r---------- 0 2x�o DEC JO/ST 2 (2)-2X12 ACQ BELOW = C><4 - -- ' ------- C 76„ X12 ACQ JOIST LEVEL _...._.-.-.. w mP ZD O @ 16"O m _._._. -_-.. _ 'WRQ----- ------------ (2)-2x8 ACQ }LU .,,.,_„:..,,.sa:,,,:,,.,,...:..,.,.r.km,.,w..: .. ..�.,.. ..,._.... ....BO _ ----------------- 4X4 CEDAR COLUMN BELOW.... .._ _ n (1)-2X12 ACQ AT DECK JOIST LEVEL A l3 A2 A2 6 A3 A l 3 A2 S.03 HOLDOWN 20'- 1 3/ " S.03 Second Floor Framing 2 1/4" = 1'-0" Roof Framing 1/4111-011 20'-2 3/4" 10'- 1 1/4"+/- 10'- 1 1/2" i I 12 -/7 1 12 II +�`�0 2 A2.6 A3 ti z 4x4 CEDAR TQP RAIL 00 D Cl) OI- p U (1) � W yLD Af?C�� iQa - — Qa a cj� �1ARl/ TF p � C7 � � C� 0 C� LLI w Z w Z Z I2? P r (i C� O Isr BATHROOM DECK -`SFy4„,y W Q M �� x`023?$� O FD OF N00 �� X N� 2X10 to d M Second Floor West - -� - LO — 73' - 011 TOP OF C,, 16HT DECK 5/8” BOLT, TY . PROJECT � ON ACQ2X12 2X12 ACQ Reed & Schubert � ON 2X12 ACQ Residence 1� _ i .- •� � NSIMPSON z 4X6 ACQ, TYP. 11 1616HT }I W/(6)-5/8" BOLLTS, TYP. D 51/2" eq. eq. 51/, eq. eq. 51/2' Second Floor & Roof Q co EQ. ! EQ. T-3" Decking Layouts loo First Floor 61' - 0" — - Project number 1811 Date 10/18/2019 Drawn by HA - -- BIGFOOT 24, TYP. Checked by GB 7t 3 Wall BO Frami €fie �io�- _ - _ S - 03 - I�If I I-III CCIDo 1/4 – 1 -0 =-1 III IIIIIIIII=1 I IIIIIIIII=1 I I IIIIII1 —III III—III III=1 I I IIIIIII1 I IIIIIIIII-1111 Scale 1/411 = 1'-0" I __ . studio a/b architects - 651 West Main Street, Riverhead, NY 11901 I I ,�.,..,--e„M-r�_„��..,,�,�,,,,,,°p„°„ , 631 591 2402 631 3231426 info@studioabarchitects.com 3 CBD4 -- - �i - - - - - - - - B4 - - - - - - e Owner: Maggi-Meg ee and B3.8B� . � ------- d Michael Schubert 815 fire road#3, East Marion, NY 11939 Phone 917-945-9555 ' email m gg g e @ of com i� - a ime red a f I � DUCTLESS A.; UNIT I ' MITSUBISHI MSZ-HM24NA OR EQ. INSTALLED IN A COVE ABOVE ATTIC: i EXTERIOR UNIT � AL-F SIZE TO MAT H INTERIOR UNIT ...._.__ ... _ ..... '. ^ ........................._. f , _...........--....._..........................._.... I) i I i j .._ . y . ^ i .-------- --- r i I . � 3/4"CW ; 2" MIN. WASTE : 01 I 3/4' _ , E ! B1r- ' 6i No. Description Date £ CONNECT EXISTING p ON FIRST LOOR P '. Al A2 A2.6 Al A2 A2.6 3 Second Floor HVAC Layout1 Second Floor Plumbing Lout 1/4 - 1 -0 1/411 - 1 -0 11 MECHANICAL NOTES: HVAC CONTRACTOR SHALL PROPOSE AND PROVIDE: PLUMBING NOTES: -ELECTRICAL DUCTLESS AIR CONDITIONING AND HEATING SYSTEM WITH TOTAL 25,000 BTUH (HEATING)TO COVER NEW WEST BEDROOM AND BATHROOM 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE - ELECTRICAL DUCTLESS AIR CONDITIONING AND HEATING SYSTEM TO COVER EXISTING DEN, SIZE TO DRAWINGS. MATCH THE SPACE. THIS UNIT MAY BE MULTIPLE-UNIT SHARING OUT DOOR UNIT WITH THE WEST 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR 2" MIN. VENT EXTENSION THRU ROOF SECOND ROOM, OR INDEPEVDENT. ABOVE 25,000 BTU DOES NOT INCLUDES THE DEN, IF MULTIPLE DIMENSIONS, LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE SYSTEM IIS USED. CONDITIONS. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT SHALL -ADDITIONALLY, CEILING MOUNT ELECTRICAL CONVECTION HEATER IN THE NEW WEST BATHROOM, BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO i ROOF SIZE TO MATCH THE SPACE. PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE 4. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF NATIONAL, STATE, COUNTY, DRAWINGS. MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT; I 2"VENT STACK 2, COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING j DIMENSIONS, LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION CONDITIONS. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND TUB WC LAVATORY SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS. 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO 5. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. COMPLETION OF THE WORK. 2 ND FL 4. ALL WORK SHALL MEET OR EXCEED LATEST CODES AND REQUIREMENTS OF NATIONAL, STATE, 6. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT COUNTY, MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS DELAYING THE COMPLETION OF THE ENTIRE PROJECT. PROJECT;ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY 7. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR J_ -- - �.? D A/7`C'° HAVING JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, LAVATORY WC I '\���P�1 AF? ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT OSHA REQUIREMENTS. BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO I I I 3"WASTE, IVC 5. ALL WORK TO COMPLY WITH ENERGY STAR RATED HOMES. CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. 8. CONTRACTOR SHALL ADOPT EXISTING PLUMBING SYSTEM AND PROVIDE NECESSARY ADJUSTMENT I I 1 ST FL 6. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE COMPLETION OF THE WORK. FOR THE PROPOSED CONFIGURATION. s 7. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME 9. CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE 1�1 02g7g �O 8. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO I 4" HOUSE F OF NES CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. THE SUBMISSION OF A BID PROPOSAL. 9. CONTRACTOR MUST COORDINATE WORK WITH OTHER CONTRACTORS TO COMPLETE WORK. 10. CONTRACTOR SHALL EVALUATE THE EXISTING WASTE SYSTEMS CAPACITY; NOTIFY ARCHITECT AND I J 10. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR OWNER OF IF EXISTING CAPACITY IS NOT ADEQUATE. \ EXISTING-----------------------/ WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER 11. CONTRACTOR SHALL RELOCATE AND/OR REMOVE OF EXISTING FIXTURES, ALLOCATE AND BASEMENT TRADES,ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS RECONNECT EXISTING VENTS, CAP UNUSED LINES AND CONNECTIONS OF NEW AND REUSED INSTALLED BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE EQUIPMENT TO WATER, WASTE LINES, VENTS, DUCTS,AND LIKE. WORK TO CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. 12. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE, OR TO A 11. HVAC: CONTRACTOR TO INFORM PLUMBER OF ALL NEEDS RE: SYSTEM LOCATION AS DIRECTED BY THE OWNER. PROJECT 12. HVAC: CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TERMINAL POINT TO TERMINAL 13. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE; ALL PIPING SYSTEMS SHALL BE L Waste Riser Diagram Reed & Schubert POINT, COORDINATED AND INTEGRATED WIRING DIAGRAMS FOR ALL WIRING REQUIRING FIELD IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH N.T.S. INSTALLATIONS BY THE ELECTRICAL CONTRACTOR. TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. 13. THE CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND 14. CONTRACTOR SHALL INSTALL THERMAL INSULATING MATERIAL AROUND ALL HOT AND COLD PIPING. Residence COMPARE SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL 15. NEW HORIZONTAL PIPES RUN UNDER FLOOR. PRIOR TO ANY EXECUTIONS, CONTRACTOR SHALL CONDITIONS PRIOR TO THE SUBMISSION OF A BID PROPOSAL. NOTIFY TO THE ARCHITECT, IF ANY DRILLING TO THE EXISTING JOIST OR GIRDER IS REQUIRED. 14. PROVIDE ALL COMPONENTS SO THAT SYSTEM IS FULLY OPERATIONAL AND BALANCED. 16. CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE 15. PROVIDE ALL DRILLING, PATCHING, REPAIRS NECESSARY TO COMPLETE WORK AND LEAVE IN CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. SAME:CONDITION. HVAC Plumbing � m n 16. SITE TO BE CLEANED AND DEBRIS REMOVED AT END OF EACH DAY. 1 1\ / /\ c a rl d 1 I u 1 1 1 b 1 1 g 17. ALL REMOVED EQUIPMENT AND MATERIAL SHALL BE REMOVED FROM THE PROJECT SITE, OR TO A �/A LOCATION AS DIRECTED BY THE OWNER. 18. NO STRUCTURAL ELEMENT IS TO BE CUT OR DRILLED WITHOUT THE ARCHITECT'S APPROVAL. Plumbing Fixture Schedule Layouts 19. PROVIDE FIRESTOPPING AND FOAM INSULATION AT PENETRATIONS 20. ALL SUPPLY REGISTERS TO BE TWO-DIRECTIONAL WITH MANUAL LOUVER # Fixture Type Product Finish Note 21. ALL DUCTS TO HAVE JOINTS SEALED WITH MASTIC 22. ALL DUCTS TO BE INSULATED 23, ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE; ALL PIPING SYSTEMS SHALL BE 1 Lavatory Sink Duravit Starck 2 Washbowl#2321440000 white IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED 2 Lavatory Sink Faucet Axor Starck HG basin mixer 100#10003000 chrome Project number 1811 WITH TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. 3 Toilet Duravit US Toilets#d19054, or TOTO Aqua Flush Dual Toilet 24. PROVIDE OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIPMENT. PERFORM A #CST414M Date 10/18/2019 LESSON/LABELING SESSION WITH OWNER FOR OPERATION OF THE INSTALLED EQUIPMENT, 4 Deck mount Tub Duravit D-Code Bathtub#700095000000090, 59"x29 1/2" white b Drawn SYSTEMS AND CONTROLS. Y HA Q 25. ALL EQUIPMENT SHALL HAVE 30"OF WORKING SPACE AND CLEARANCES IN COMPLIANCE W/ 5 Deck Mounted Exposed Bath Set with WaterMark 30-8.2-TR25 Union chrome Hand Shower Checked by GB CODES. m 26. ALL EQUIPMENT SHALL BE RAISED A MIN. OF 8"ABOVE SLAB ON PAD OR BLOCK PLATFORM. ti 27. 5/8" GWB X RATED TO BE INSTALLED OVER ALL EQUIPMENT IN BASEMENT. MP . 01 0 N Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 ............ .......................-.......................................... ; t 631 591 2402 ---------__-______-------_-------------------_..-_------,-- 631 3231426 info@studioabarchitects.com , 1 i Owner: I Maggi-Meg Reed and i Michael Schubert i" .,.. . ... .. - -..----.___-.----------------------_----.__........._-�____._—_ 815 fire road#3, East Marion NY 11939 Phone 55 7 e-mail m g 95 e o com 3 G S .... .,. i A A I , ...-..........-......-.....-.............—......... .. ym it i Screen Porch ; ` Living/Dining/Kitchen :I , 6 E °f B West BedroomC I B B _�_moi-r. AC UNIT r is s I TAPE LIGHT r _---.___................_.....-- _- ...-.........-,---_-,-„.-.. _............._._._.._.,._......__....___.._._. .. $ �1 .i v ......_.. __..__..__.-_-._.,...................---.._..__-_._....___._......_-_—-------.---- -,-, ' FOR STAINED Den 3 i 5 GLASS i ; _ INSTALLATION B B I e. DIM CEILING MOUNT; CONVECTION j j ' HEATER I I AND CONTROL .�. i} I i Q � � r No. Description Date AC UNIT G ! �j G ._.... — DOOR Y A SPECIAL PURPOSE OUTLET .. --._.-_...__.......--_-.,..-----"_-.......,_ .. -._--_--._._.__..__—..-_-__-....-._._........__....-....___---_'_._ r s Closet I I i G West Bathroo :.,. . F E EXT i 77F3 ' n First Floor Electrical Layout_ Second Floor Electrical Layout 1/4” = 1'-0" - ---- LEGEN O CEILING RECESSED MOUNT LIGHTING FIXTURE i--O WALL MOUNT LIGHTING FIXTURE LIGHTING TRACK AND FIXTURE 8 SINGLE POLE SWITCH ELECTRICAL NOTES: 83 THREE WAY SWITCH 8DIM SINGLE POLE SWITCH W/DIMMER 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE DRAWINGS. =0 DUPLEX RECEPTACLE 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS AND CLEARANCES. PES ARC �c DUPLEX RECEPTACLE PROTECTED BY 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO y��' �Gj CU AR, F GROUND CIRCUIT FAULT INTERRUPTER PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. C" 4. HALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND UTILITY \��Po � ALL WORK S NEXT EXTERIOR DUPLEX RECEPTACLE it COMPANY REQUIREMENTS, ALL APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES CODES AND Ds SMOKE ALARM SYSTEM DEVICE REQUIREMENTS. Al ® CEILING MOUNT CO ALARM SYSTEM DEVICE 5. CONTRACTOR SHALL PREPARE AND SUBMIT TO THE PROPER AUTHORITIES, FOR THEIR APPROVAL, "SkL '9 TELEVISION OUTLET ALL REQUIRED DOCUMENTATION. PROVIDE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY �4 TELEPHONE OUTLET ALL LOCAL, STATE AND FEDERAL TAXES, FEES AND OTHER COSTS IN CONNECTION WITH THE WORK. lF F 14 VOICE,DATA 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL CONTROLLED INSPECTIONS FAN OUTLET REQUIRED BY APPLICABLE ADMINISTRATIVE BUILDING CODE. t �. -® SPECIAL PURPOSE OUTLET 7. OBTAIN BOARD OF FIRE UNDERWRITER/LICENSED ELECTRICIAN CERTIFICATES FOR WIRING. 8. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT DELAYING THE COMPLETION OF THE ENTIRE PROJECT. 9. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR Lighting Fixture Schedule WHERE THERE IS EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED Lighting Fixture BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TO # Lighting Fixture Type Product Finish Bulb Note CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. PROJECT 10. THE ELECTRICAL CONTRACTOR SHALL INSTALL ALL WIRING FOR THE MECHANICAL SYSTEMS Reed & Schubert A Ceiling Recessed fixture WAC Aether-2" LED Shallow Housing Trimless Downlight-Round. white LED 10.2W, REQUIRING FIELD WIRING,ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE MECHANICAL R2ARDL-F827-WT, IC rated 2700K CONTRACTOR. B Track Lighting WAC 14W Exterminator II, 1014F-827-WT white 14W LED, 11. EXAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO THE PROJECT;VERIFY Residence 2700K CAPACITY OF EXISTING SERVICE WITH NEW LOAD REQUIREMENTS; NOTIFY ARCHITECT OF C Wall Surface Mount Fixture WAC 14W Exterminator II, 1014F-827-WT on MONO-POINT PLATE white 14W LED, CONDITION OF EXISTING SERVICE AND WIRING OF ANY OUTLETS NOT FUNCTIONING OR ILLEGAL; OTHERWISE, ALL EXISTING CIRCUITING SHALL REMAIN INTACT FOR REUSE. 2700K 12. INSPECT EXISTING CIRCUIT BREAKERS. ADD ADDITIONAL CIRCUIT BREAKERS TO THE SERVICE BOX D Wall mount wet location WAC Dice-LED Ceiling and Wall FM-4006-27 bronze LED 17.5W, AS NECESSARY TO CORRECT IMPROPER, UNSAFE WIRING. fixture 2700K _ 13. EXAMINE AND EVALUATE EXISTING FIRE ALARM SYSTEM INCLUDING SMOKE, FIRE, HEAT,AND/OR Electrical La E Wall mount wet location Cooper Eon 303-W1-LEDB2 bronze LED T5X 15.5W CARBON MONOXIDE DETECTORS. AND PROPOSE ADDITIONAL DETECTOR/ALARM SYSTEM, ASLayout fixture 2700K REQUIRED, COMPLYING WITH ALL APPLICABLE CODES. F Ceiling Surface Mount Closet WAC LED Functional Ceiling Light FM-616G2-930-WT white LED 16W 14. ALL DUPLEX OUTLETS SHALL HAVE TWO DIFFERENT CIRCUITS. Light 3000K 15. ALL OUTLETS WITHIN 6 FEET OF WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER G Exterior GFCI. , UNLESS OTHERWISE NOTED.Wall mount Lighting Cooper Eon 303-W1-LEDB2 bronze LED T5X 15.5W 2700K 16. BEFORE THE ROUGH WIRING, SCHEDULE A WALK THROUGH TO VERIFY AT THE SITE ALL OUTLET LOCATIONS WITH ARCHITECT AND OWNER. 17. LOCATE NEW SWITCHES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. 18. LOCATE NEW RECEPTACLES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. Project number 1811 19. LOCATE ALL SWITCHES SO THAT THE CENTERLINE OF THE FACEPLATE IS 5" FROM THE FINISHED EDGE OF ADJACENT DOOR OPENINGS OR EDGE OF WALL UNLESS NOTED OTHERWISE. Date 10/18/2019 20. GANGED MULTIPLE SWITCHES BEHIND A SINGLE FACEPLATE. Residential Equipment Schedule 21, THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE Drawn by HA Q CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. °' # Equipment Type Product Notes Checked by GB 22. TO SECURE SOUND INSULATION THROUGH WALL, NO SWITCHES OR OUTLETS SHALL BE INSTALLED ON A WALL BACK-TO-BACK. 1 Bathroom Exhaust fan Panasonic FV-11VF2 23. INSTALL DELAY TIMER FOR ALL BATHROOM VENTILATORS, AKDT60 BY AIR KING OR EQUAL. E . 01 0 N Scale As indicated 0 BO 61 BO B1 BO ASPHALT studio a/b architects ASPHALT SHINGLES ASPHALT SHINGLES ASPHALT SHINGLES MTL FLASHING POLYCARBONATE TWIN SHEET SHINGLE COVER METAL FLASHING WATERPROOFING MEMB. ASPHALT — WATERPROOFING MEMB. WATERPROOFING EMB. SILICONE SEALANT COURSE OVER 651 West Main Street, I I ROOFING MTL FLASHING SILICONE SEALANT Riverhead, NY 11901 I V, FASTENER WITH 631 591 2402 - - --- - --- - -- - MTL FLASHING - - --- - - MTL FLASHING / NEOPRENE/METAL n fo@st doabarchite^ts.com - -- - - �— MTL FLASHING - - - - - - __ - - --- - ---{ !G WASHER 1X2 TOP CONTINUOUS EDGING / ` 1X2 TOP EDGING 2X4 TOP EDGING / 5/8" POLYCARBONATE TWIN WALL SHEET WRB (BLUE SKIN) WRB (BLUE SKIN) 2X4 PURLING / ON 2X4 PURLING @4'-0" O.C. / Owner: 1X4 VERTICAL BOARD 2X12 1X4 VERTICAL BOARD 2X12 2X10 CEDAR 1X4 VERTICAL BOARD / Maggi-Meg Reed and 2X12 - 1X2 REVERSED BATTEN 1X2 REVERSED BATTEN LATTICE I 3/4" PLYWD SHEATHING 3/4" PLYWD SHEATHING Michael Schubert 815 fire road#3, East Marion, NY 11939 1X2 BOTTOM CONTINUOUS EDGING 2X12 CEDAR Phone 917-945-9555 CLG SOFFIT 2X4 HORIZONTAL NAILER CEDAR 2X4 HORIZONTAL NAILER EXPOSED e-mail maggimegreed@aol.com 1/2"GWB 1/2 PVC VERTICAL RIDGE BOARD SIDING ON WRB CEDAR ON 1/2" PLYWD VERTICAL SIDING ON WRB I SHEATHING ON 1/2" PLYWD 2 1/4" 2 1/4" 2X2 DAR 2 SHEATHING +7 2X6 STUDS WALL / 4X4 COLUMN <1: o�F #BO & B1 Wall-Roof Joint D tails I 4X4 COLUMN __ __._____ 1 --I --- -�-�`� P SOFFIT C 1 1/2" = V-0" (2)-2x8 0-0 �\\ / CEDAR i i 1'-7" - n Polycarbonate Awning Details 1 1/211 = 1'-0" / FLANGE QP I No. Description Date 3 7/8" 16" 3 7/8" or 011 0.- / SIDING / 23 �/4" W.R.B. EPDM I / I I FASTEN CLEAT NEAR 6"WIDE EPDM COVER / \ LOWER BREAK WITH STRIP RING SHANK NAILS FASTENER W/FASTENING SPACED 6" O.C. FULLY ADHERED EPDM PLATE I MIN. .060" MEMBRANE i z / 6"WIDE EPDM COVER STRIP - BONDING I iv / M IN. 0'-2 1/2" EPDM MIN. .060" MIN. 0'-2 /2" MEMBRANE SEALAN / 3/4" PLYWOOD JII / PLYWOOD --- 3" MIN. DRIP - / 1X2 FIBER CEMENT 2X4 NAILER / TRIM BOARD RING SHANK 0 0o / 1x FIBER CEMENT ��REQ APiCh'j� FASCIA BOARD \g o�V11 �rF0 A / SEALANT& — 4u / BACKER CC zU7iyXAA ,o� JIr / "T"JOINT COVER (P O / FIELD SPLICE WITH ATF 0 NES / SECURE TAPE 6"WIDE COVER ` STRIP ° EPDM MIN. .060" PROJECT MEMBRANE Reed & Schubert Residence DRIP ° / LAP Typical Details 2 STEEL ROUND TUBE NOTES: 1 1/4"+/-OUTSIDE DIA. / 2" PAINTED 1. STABILIZE METAL DRIP EDGE BY SECURING WITH RING SHANK NAILS 3" O.C.; PENETRATE WOOD NAILER 1 1/4" MINIMUM. STEEL 1/8"CHECKER PLATE 2. FLASH METAL DRIP EDGE WITH 6"WIDE PRESSURE-SENSITIVE CURED COVER PAINTED STRIP, IN (CONJUNCTION WITH PRIMER. EXTEND FLASHING TO TOTALLY COVER THE Project number 1811 FLANGE (MAXIMUM EXPOSED METAL SHALL NOT EXCEED 1/4" FROM EDGE). Date 10/18/2019 3. OVERLAY DRIP EDGE FLASHING WITH PRESSURE-SENSITIVE T-JOINT COVERS OR Drawn by HA Q FLANGE 6"WIDE PIRESSURE-SENSITIVE ELASTOFORM FLASHING (IN CONJUNCTION WITH Cl) KEE KLAMPit61-s oR Eo. c PRIMER)AT FIELD SPLICE INTERSECTIONS AND AT JOINTS BETWEEN SECTIONS OF Checked by GB id LO METAL EDGES AS SHOWN ti Sir Deck Access Ladder Details A 1 6 0 1 1/2 = 1 0 Typical EPDM Roof Edge Detail �2" 281/2" — 3" = 1'-O" Scale As indicates