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HomeMy WebLinkAbout51007-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE w` 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#: 51007 Date: 7/31/2024 Permission is hereby granted to: JOTAS Cor 1000 Village Ln PO Box 208 Orient NY 11957 To: Construct addition and alterations to existing commercial building as applied for, with ZBA#7637, HPC and SCHD approvals. At premises located at: 1000 Village Ln Orient SCTM #473889 Sec/Block/Lot# 25.-1-18 Pursuant to application dated 5/21/2024 and approved by the Building Inspector. To expire on 1/3012026. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,043.50 CO-COMMERCIAL $100.00 Total: $1,143.50 Building Inspector TOWN OF SOUTHOLD —BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 xtg2L-//�Nyw smH ft Idt(j, l i�o . Date Received RIIIN.ICATION FOR BUILDINDG PERMIT For Office Use Only $ �),,0 Building In PERMIT NO, � g Inspector: sp a .° Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:May 20, 2024 OWNER(S)OF PROPERTY: Name:Joan Turturro SCTM#1000-25-01-18 Project Address:1000 Village Lane Orient NY Phone#:212-242-0632 Email:jotas@earthlink.com Mailing Address:1000 Village Lane Orient NY CONTACT PERSON: Name:Joan Chambers Mailing Address:PO Box 49 Southold NY 11971 Phone#:631-294-4241 EmailJoa n chambers 10@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:studio a/b architects Mailing Address:651 West Main Street Riverhead NY 11901 Phone#:631-591-2402 =mail:glynnis@studioabarchitects.com CONTRACTOR INFORMATION: I Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure 5RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes W No Will excess fill be removed from premises? ❑Yes 19 No I 1 PROPERTY INFORMATION Existing use of property:Residential mixed Intended use of property:same Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to H B this property? ❑Yes iO No IF YES, PROVIDE A COPY. R Check Box After) a hi C, The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,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 buildingls)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Joan Chambers WAuthorized Agent ❑Owner Signature of Applicant: Date: 5-2- 1—Z I-- STATE OF NEW YORK) SS: COUNTY OF �) Joan Chambers being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (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/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of ,20 t/ otary Public TRACEY L. DWYER I4II 1 TI"'m'I 1 I III ) OTAny PUBLIC,STATE OF NEW YORK IIICII �T NO.01DW6306900 Where the applicant is�n t t ( pp of the owner) a4AuiFiED IN EUFFC?LK COUNTY COMNMSSION EXPIRES JUNE ,2b& I, %44,14residing at 7-1 44 0 4 ' do hereby authorize 0 to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Own j\j> v Print Owner's Name 2 1012W21t 10:66 AAA TurturmftentLetterApg litrjldin,2 De narfir melt . plat ntt.lmtrt AUTHORIZATION (here the Applicant is not the Owner) I,.,,-Joan Turturro residhig at jftLapp, (Print property owner's name) (Mailing Address) Orient NY 11957 do hereby authofize Joan Chambers (Agent) _...,..... to apply on my behalf to the Southold Building Departaient. Jun 15,2021 C, YI D as wr 2�2. MAIFDTa (Owner's Signature) (Date) (Print Owner's Name) https./Imail.google.con/ma!W/OMabeVTURTURRO%2C+JOAN?projector=l 1/4 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. � 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD July 11, 2022 Tel.(631)765-1809•Fax(631)765-9064 Joan Chambers P.O. Box 49 Southold,ITT Y 11971 Re: ZBA Application#7637, JOTAS 1000 Village Lane, Orient SCTM No. 1000-25-1-18 Dear Ms. Chambers; Transmitted for your records is a copy of the Board's July 7, 2022 Findings, Deliberations and Determination,the original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be sure to submit an application along with a copy of the attached determination to the Building Department. 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. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals If you have any questions,please don't hesitate to contact our office. Sincerely, Kim E. Fuentes Board Assistant Encl.. cc: Building Department "BOARD MEMBERS Southold Town Hall ��"� � r� Leslie Kanes Weisman, Chairperson 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acam ora � P �� �� 1�� Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento '' 7 Southold,NY 11971 RECEIVED http://southoldtownny.gov ZONING BOARD OF APPEALSv`� TOWN OF SOUTHOLD 2022 Tel.(631) 765-1809 • Fax (631) 765-9064 otuit ro d�Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JULY 7, 2022 ZBA FILE: #7637 NAME OF APPLICANT: JOTAS Corp. PROPERTY LOCATION: 1000 Village Lane, Orient, NY. SCTM#1000-25-1-18 ION: 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. [JI 10LK COU1 I Y AwMNIST,R ]'I . CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25, and the Suffolk County Department of Planning issued its reply dated February 8, 2022 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 DE'Tl;�R-MINATI,ON: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERT Y FAC I"S/DESCRI,PTION: The subject property is a 10,681 square foot nonconforming parcel located in the Hamlet Business(HB)Zoning District. The northerly property line measures 125.90 feet,the easterly property line measures 85.00 feet and is adjacent to Main Street (Village Lane), the southerly property line measures 125.42 feet and is adjacent to Skippers Lane(State Street)and the westerly property line measures 85.00 feet. The property is improved with a one-story frame building that includes a United States Post Office, an Ice Cream Parlor and an apartment. An existing accessory garage(barn) is located in the rear yard as shown on the survey map prepared by Kenneth M. Woychuk, LS, and dated September 20, 2019. .I'P ICA T ION: Request for Variances from Article X, Sections 280-45C(2)(f) (Accessory Uses); Article X, Section 280-46; and the Building Inspector's January 13, 2022 Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing commercial building, at 1) proposed apartment comprises more than 50% of the principal building; 2) construction located less than the code required minimum rear yard setback of 25 feet; located at: 100 Village Lane, Orient, NY. SCTM#1000-25-1-18. RELIEF RE Q, S 11 IJ: The applicant requests variances to construct additions and alterations to an existing commercial building at: 1000 Village Lane, Orient, NY. SCTM#1000-25-1-18. The proposed construction, on this nonconforming 10,681 square foot lot in the HB Zoning District is not permitted pursuant to Chapter 280-Bulk Schedule, which requires a rear yard setback of 25 feet. The construction will have a rear yard setback of 1.8 feet. Page 2,June 16,2022 #7637,JOTAS SCTM No. 1000-25-1-18 In addition,the proposed construction is not permitted pursuant to Article X, 280-45C2f which states; "the apartment shall not comprise more than 50% of the principal building." The proposed apartment will comprise +/—65.8% of the existing principal building. Lastly, the proposed additions and alterations are not permitted pursuant to Section 170 of the Southold Town Code and is subject to Historic Preservation Commission approval. Site Plan drawings by Hideaki Arhzumi, Architect and dated April 13, 2021 show the plans for the proposed expansion of the apartment. Two structures will be connected while adding 328 sq. ft., to the existing 546 sq. ft. apartment(totaling 876 sq. ft.) ADDITIONAL INFORMATION:,, The Board received testimony and three letters from neighbors opposing the project based upon the activities of a tenant in the subject commercial building that caused water contamination to the subject lot and adjacent commercial property, and potential adverse precedent. One letter was received from a nearby resident supporting the proposed apartment expansion based upon conformity with the purposes of hamlet business uses. The application for a building permit was reviewed by the Planning Board and correspondence from the Planning Board to the ZBA confirming that no Site Plan review from Planning was required because of the existing uses on the site, the existing build-out(buildings, landscaping, driveway/parking) and location of the proposed addition. The applicant has submitted an application for approval of a new Innovative and Alternative on-site Wastewater Treatment System. (REF #C10-19-0009) to the Suffolk County Department of Health Services. The applicant obtained the required Certificate of Appropriateness from the Historic Preservation Commission dated February 24, 2022 (Corrected June 3, 2022)for alterations and additions to expand an existing apartment. PRIOR VARIA,N„C,E RELIEF BY THE BOARD OF APPEALS During the public hearing the Board requested that the applicant's agent submit prior decisions for variance relief granted by the Board of Appeals in the nearby vicinity related to the subject application. On June 6, 2022 the agent submitted the following priors: 1. Appeal 45074, 550 Village Lane approval to rebuild an existing non-conforming habitable accessory building 2. #4761, 1740 Village Lane approval for lot coverage increase from 25% to 27% to an accessory structure that had a setback of 2 ft. 3. Appeal#2726, 700 King Street approval to convert part of a two-story barn to a guest house with a bathroom. 4. Appeal #7600, 34685 Route 25 approval to construct an addition and alteration to an existing residence and accessory garage with a setback of 3.2 ft. The variance granted relief to the existing accessory garage to habitable space including a recreation area and media room. 5. Appeal #5751, approval for expansion of a residence allowing the increase to create non-conformity of the accessory structure and reduced setback. 6. Appeal #7601, approved for expansion of a two-story residence and attached garage. Rear yard setback of 5.75 ft. was allowed representing an 84% relief from the code. 7. Appeal #4472, granted variance relief for additions and alterations that increased lot coverage beyond the maximum allowed by code. The decision stated that the proposed additions to the house and accessory structure would not create an undesirable change in the neighborhood or be detrimental to the nearby properties. 8. Appeal #7588, 2355 Village Lane approval of property line variance. 9. Appeal #6756, 230 Oysterponds approval of property line variance. 10. Appeal #6720, 560 Village Lane approval of lot coverage. 11. Appeal #673,8 290 Skippers Lane Property Line and lot coverage approval. 12. Appeal 7452, 265 Racketts Court approval of property line setbacks. Page 3, June 16,2022 97637, JOTAS SCTM No. 1000-25-1-18 The Board members reviewed the decisions listed above and finds that by and large they are not comparable to the proposed construction in the subject application; although they clearly demonstrate that the Orient Historic District contains many non-conforming setbacks since most of the developed properties pre-date zoning. The Board further recognizes that prior and current ZBA decisions have prohibited habitable space in an accessory structure, other than what is now permitted pursuant to Section 280 -13(B)(13)(a)-(k) of the zoning code, which allows qualifying applicants to convert as built accessory structures into habitable accessory apartments. However, there is precedent throughout the Town for attaching as built accessory barns and garages to existing dwelling units and converting the use to habitable residential space to enlarge the existing dwelling, similar to the construction proposed in this application. POTENTIAL.PRECEDENT At the public hearing and in written submissions, some concerns were stated for the establishment of a potentially adverse precedent if the subject application were to be approved. However,the Board believes the subject application is unique, in that there are few, if any, legally existing apartments in commercial buildings in the HB zone that are likely to propose expansion of the existing size by attaching it to and converting a legally existing accessory structure into habitable space; especially where approval from the Historic Preservation Commission is also required PRIOR DECISIONS AND CERTIFICATES 01....O .CUPANCY FOR TIJE SUBJECT PROPERTY: 1. 1958 - C of O for Business Building 2. 1998 - Updated Pre-Existing C of O for a business structure, non-conforming apartment and accessory garage with affidavit stating that rear part of premises was used as an apartment prior to 1957. 3. 2008 - C of O for alteration to an Ice Cream Parlor in existing commercial building. 4. 2009 - C of O for alteration and renovation of existing Post Office. 5. 2019 - C of O for HVAC system (Permit#43862 dated 6/13/19). It is accompanied by an approval from the Historical Preservation Committee. 6. 2020 - C of O Accessory Alteration (Permit 943630 dated 4/9/19) to put a foundation under accessory building. 7. 2020 - C of O for Alterations (Permit#44740 dated 8/1/2016)to repair rear stairs. 8. 2021 - Current Building Permit dated 5/6/2021 to install a new door and stoop in place of a window. It is accompanied by approval from the Historic Preservation Committee dated 7/15/21 9. 1967 - ZBA approval for a sign. FINDINGS_OFw FACT/m„mREASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 2, 2022 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 variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject property and mixed use commercial building is within an historic district in the center of the Hamlet Business District where there are numerous accessory strictures and dwellings that pre-date zoning and therefore have non-conforming setbacks and locations, The existing non- conforming accessory garage(barn) in the conforming rear yard is approximately 64 years old, and the one bedroom apartment attached to the back of the subject mixed use commercial building has legally existed since the 1990's. The proposed 328 sq. ft., addition connecting the existing 546 sq. ft. apartment(totaling 876 sq. ft.)to the accessory barn does not violate the code required rear yard setback and this one-story addition will not be visible from the street. No additional bedrooms are proposed. The accessory barn is screened from view along the rear property line Page 4,June 16,2022 #7637,JOTAS SCTM No. 1000-25-1-18 by an existing wood fence and mature vegetation. The existing rear yard setback for the barn will be maintained and no other expansion is proposed. 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 accessory barn to be converted to habitable apartment space through an addition connecting it with the existing one-bedroom apartment has a non-conforming setback that pre-dates zoning and the structure cannot be moved to a conforming location on the subject property. 3. "'Town Law 267-b b 3 . The variances granted herein mathematically substantial, representing 31.6% for the expansion of the apartment and 92.8 % relief from the code for the rear yard setback. However, the existing buildings and setbacks have approvals. The setback will not change and the small 546 sq. ft. apartment with existing approval will be modestly expanded to allow for more comfortable living quarters without adding additional bedrooms. In addition,the subject apartment is located in the Hamlet Business Zone where the location of apartments in commercial buildings is supported by the Town's Comprehensive Plan, and also in an historic district where the preservation and adoptive re-use of historic structures is supported by the Historic Preservation Commission that has granted approval for the proposed conversion of the accessory barn on the subject property to habitable space by attaching it with an addition to the legally existing apartment. 4. T(,)wnn 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; and although evidence was submitted regarding water contamination on the subject and adjacent properties that was created by the activities of a tenant in the commercial building, the contamination was not caused by the existing apartment and the proposed enlargement of the apartment includes an application for approval of a new Innovative and Alternative on-site Wastewater Treatment System. (REF #C 10-19-0009)to the Suffolk County Department of Health Services 5. Town Law §267-b(3)0)(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 2 _b� Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an expanded apartment while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION Ol THE BOARI: : In considering all of the above factors and applying the balancing test under New York Town Law 267-13,motion was offered by Member Weisman(Chairperson),seconded by Member Lehnert,and duly carried, to GRANT the variances as applied for, and shown on the Site Plan dated April 13, 2021 and Architectural Drawings last revised May 13, 2021, all prepared by Hideaki Arizumi, Architect. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install an Innovative Advanced (I/A) septic system as approved by the Suffolk County Department of Health Services for a commercial building with mixed uses. 2. The applicant shall maintain and repair/replace as necessary the existing solid wood fence along the rear property line Page 5, June 16,2022 #7637,JOTAS SCTM No. 1000-25-1-18 This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued 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. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or apossible 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 and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized tinder this application when involving nonconformities tinder 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. IMPORTANT TIME LIMITS ON THIS APPROVAL 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. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE 'WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes, Planamento, Acampora, and Lehnert. This Resolution was duly adopted (5-0) I ich I r. f�ara i i c ice Chair ApI r v for filing /C' / ) ?.....-- Our Uuniq 's haw, Mariella Ostroski, Chairperson A Town Hall Annex Anne Surchin,Vice Chair ' � 0 54375 Route 25 Fabiola Santana ' crw " PO Box 1179 Allan Wexler Southold,NY 11971 Tara Cubie ` ' Telephone: (631)765-1802 Kim E.Fuentes,Coordinator , email:kimf@southoldtownny.gov sotitlioldhi)c(@,southoldtownLiy.gov Town of Southold Historic Preservation Commission February 24,2022 RESOLUTION #02.24.2022.2 Certificate of Appropriateness RE: 1000 Village Lane, Orient,NY, SCTM# 1000-25-1-18 Owner: JOTAS CORP, Joan Turturro RESOLUTION: WHEREAS, 1000 Village Lane, Orient,NY is on the Town of Southold Registry of Historic Landmarks; and WHEREAS, as set forth in Section 56-7(b)of the Town Law(Landmarks Preservation Code) of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit; and WHEREAS, the applicant submitted a proposal to construct alterations to an existing accessory structure(barn)to convert to an artist studio; and WHEREAS, the scope of work involves additions and alterations to include new in-kind windows and new doors. Addition to the fagade will be consistent with existing design to expand existing apartment in a commercial building as shown on Architectural Plans prepared by Hideaki Ariizumi,Architect,dated April 13, 2021; and WHEREAS, the applicant met with the Commission during a public hearing on February 24, 2022,where the applicant submitted final drawing of scope of work and outlined the project for the Commission. NOW BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the proposed work meets the criteria for approval under Section 170-8 (A)of the Southold Town Code and, Page 2 Historic Preservation Commission JOTAS BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above may require further review from the Commission; and BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness, subject to approvals by all involved agencies. MOVER: Commissioner Wexler SECONDER: Commissioner Surchin AYES: Commissioners Ostroski, Surchin, Santana, Wexler and Cubie RESULT: Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. Signed: Kim E.Fuentes,Coordinator for the Historic Preservation Commission Date: February 24,2022 SUBMITE Suffolk County Department of Health Services EN611VB6R'3 C�RTIFICATICAi REQUIREC. Approval for Construction—Other Than Single Family S P, . OR R.A. CERT1F1CATICN FOR INSTALLATION AND CONSTRICTION ' Reference No. w_ C10-19-0009 Design Flow 450.C3D OF' SEWAGE DISP lRY.RTPUUse(s)_,,_,Wet Store wl Food Non-Medical Officq., me i FOR !FINAL APPROYAL� ATE SiP1 P_y These plans have been reviewed for general conformance with Suffc W County Department of Health Services standards, relating to wa supply and sewage disposal. Regardless of any omissioi inconsistencies or lack of detail, construction is required to be accordance with the attached permit conditions and applicat standards, unless specifically waived by the Department. This appro'. expires 3 years from the approval date, unless extended or renewed. -royal Da...... 3/4/22 A .... PP to 12ev'iew MINOR Revised Carl Approved � /16/_r-_.__ Expires ' 3/4/25 [:APPROVED IN ACCORDANCE WITH BOARD CIF EViEVIr' ETER.I�lINA7ION DATED /2/22 RDin APPROVED IN CCORDANCE W � oA c ��i7 OP EViElh DETERMINATION DATED 3/13/24 .,`....:::�� �i ., & T 3246 u ,.._._. 4`.� �.. .� � . m._...—�a...—� ... _� PROJECT: Innovative and Alternative Onsite �O Description .. m .. . Date Wastewater Treatment System (I/A OWTS) 1000 Village Lane studio a/b architects _- 651 West Main Street, ,9 d'a Riverhead, NY 11901 631 591 2402 s 631 3231426 � glynis@studioabarchitects.com mailing address: PO Box 444 Orient NY 11957 _. Owner. �.. JOTAS Corporation I/A OWTS Layout ..... _.._�..__ .......... �.... __ 19..� ro ect number 45 Date ..w.._._�.�......r.__. ,,,.__......�...,_. ....�_.......... ....w.. 03/30/2021 .n Drawn by HA Property Tax Map#: � .. _.. ..._..—. ... Checked byGB 1000-025.00 -01.00-018.000 .. ^ PROJECT GENERAL NOTES: BUILDING DEPARTMENT NOTES: LIST OF DRAWINGS: studio a/b architects T.urturro/Leshaw Apartment Alteration THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. 651 West Main Street, EACH DRAWINGS. Riverhead, NY 11901 \� 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL 1 /12 T.01 Title Sheet 631 591 2402 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 2 /12 A.01 Site Plan, Demolition Plan 631 3231426 Owner: THE NEW YORK STATE(NYS) BUILDING CODE OF PUBLIC AUTHCRITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. Joan Tu rtu rro, JOTAS CORP N`(S ENERGY CONSERVATION CONSTRUCTION CODE THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY 3 /12 A.02 Floor Plan, Roof Plan, Egress Plan glynis@studioabarchitects.com NYS FIRE CODE PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE 4 /12 A.03 Elevasions mailing address: 1000 Village Lane NYS PLUMBING CODE ABOVE. 5 /12 A.04 Building Sections thru Apartment PO Box 444, Orient, NY 11957 Orient, NY 11957 NYS MECHANICAL CODE 2. ALL MATERIALS, ASSEMBLIES, FORMS METHODS OF CONSTRUCTION AND SERVICE EQUIPMENT 6 /12 A.05 Building Sections thru Barn Phone: NYS FUEL GAS CODE SHALL MEET THE =OLLOWING REQUIREMENTS: 7 /12 A.06 Connection Part Details e-mail: APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. TOWN OF SOUTHOLD REGULATIONS b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY 8 /12 A.01 Schedules client: OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, THE REGULATING AGENCIES. 9 /12 S.01 Typical Structural Details Joan Turturro, JOTAS CORP. Site Address: 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY 10 /12 S.02 Structural Layouts 1000 Village Lane 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY, ALL DIMENSIONS AND CONDITIONS WITH ONE OF THE FOLLOWING: 11 /12 MPA Mechanical and Plumbing Layouts g site address: Orient, NY 11957 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 12 /12 E.01 Electrical Layout 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 Orient, Village Lane Tax Map#: 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 Orient, NY 11957 1000-25-1-18 SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. TOWN BUILDING DEPARTMENT NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. (OR) c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. tax map#: 1000-25-1-18 architect: 3. THE ARCHITECT HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT SHOWN OR 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. studio a/b arch itEn.cts NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR NOT 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH MEASURABLE DUE TO ABSENCE OF DRAWINGS, OR INACCESSIBLE TO VERIFY IN THE FIELD PRIOR TO THE BUILDING CODE. 24190 MAIN ROAD, PREPARING THE DRAWINGS. 6. ALL NEW WORK SHALL COMPLY WITH ANSI 117.1 2003 AMERICAN NATIONAL STANDARD PO BOX 444 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. ORIENT, NY 11957 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 T: 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 e-mail: glynis@studioabarchitects.com 803(NYS BUILDING 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 807(NYS QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. BUILDING 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 ZONING: CONTRACT WORK. ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE ZONED: HB FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN REQ. EXISTING PROPOSED ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. LOT AREA ......................... 20,000 ..................................... 10,681 ................ AS EXISTING LOT WIDTH ....................... 60............................................ 85 ......I......... AS EXISTING 8. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE LOT DEPTH ....................... 100 .......................................... 125.4 ................ AS EXISTING FOLLOWING CONDITIONS: FRONT YARD .................... 15 ............................................ 8.9 .....I.......... AS EXISTING a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO 1 SIDE YARD ..................... 10 ............................................ 11.4 ................ 11.4 AS EXISTING PERFORM THE CONTRACT WORK. 2 SIDE YARDS ................... 25 ............................................ 35.4 ................ 33.4 AS EXISTING b) TO FURNISH THE WORK OF THIS CONTRACT IN WORKMANLIKE MANNER. REAR YARD ....................... 25 ............................................ 1.8 .....I.......... 1.8 AS EXISTING 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL BUILDING AREA................ USPS 1,179.40 ............... 1,179.40 AS EXISTING ICE CREAM PARLOR 531.87 ................ 531.87 AS EXISTING WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS AND OFF SHARED PORCH 115. ................ 115. AS EXISTING ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. BARN 613.10 ................ 613,10 AS EXISTING EXIST.APARTMENT 545.72 ................ 545.72 AS EXISTIN 10. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER AND ACCEPTABLE CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY APT. ADDITION - ................ 328.06 CLIENT OR ARCHITECT/ENGINEER SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN EXIST. EAST PORCH 40.61 ................ 40.61 AS EXISTING SPECIFIED OR INDICATED. EXIST. DECK 110.84 ................ WINDOW NOTES: PROP. DECK - ................ 206.19 No. Description Date 11. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT PROP. WEST PORCH - ................ 33.19 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. 1 Revision 1 5/7/21 SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE PROP. SIDE STEPS - ................ 31.63 , DEPT, OF LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT 2 Revision 2 5/13/21 STANDARDS OF SUCH ITEMS.ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR TOTAL: 3,137.52 .............. 3,625.75 REGULATIONS, NBFU AND UTILITY CODES, OSHA CODES AND NYS BUILDING CODES. APPROVAL BEFORE THEY SHALL BE DEEMED EQUAL, COVERAGE ....................... 40% MAX. ............................... 29.1% ................ 33.9% 2. ALL EXTERIOR WINDOWS AND GLASS BLOCK TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH 12. FIRE STOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS HEIGHT IN FEET............... 35 MAX. .................................. 14.5 ................ 14.5 AS EXISTING 3 SEC. GUSTS. HEIGHT IN STORY 2 1/2 MAX. .............................. 1 ................ 1 AS EXISTING 3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYSBC SECTIONS 714.2.6, 714.3, AND 2406. PER SPECIFICATIONS. LANDSCAPE AREA .......... 25% MIN. ................... . .......... 44% ................ 39% 4. ALL CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS PARKING 1 required for eanch Apartment 4 ................ 4 AS EXISTING 2 5. INTERIOR WINDOW SILL STOOLS AND Ar'RONS SHALL HAVE CLOSED END CAPS, SAME GAUGE AS 1 STOOLS. ARE SHOWN AS NOMINAL SIZE. APARTMENT .................... Parmitted as an Accessory use AS EXISTING 14. DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, FLOOR AREA ................ 350 MIN. DOOR NOTES: PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTED OTHERWISE. EXIST. 495.19 ................ 459.19 AS EXISTING ADDITION - ................ 298.71 1. ALL EXTERIOR DOORS SHALL HAVE A MAA,;'/IUM OPENING FORCE OF 8.5 LBS,AS PER ANSI 117.1 CONVERSION - ................ 571.76 2. THE HARDWARE FOR EXTERIOR CORRIDOR AND LOBBY DOORS SHALL HAVE PANIC HARDWARE AND REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. APARTMENT BUILDING 15. PROVIDE GUARDS, RAILS, FENCES, CATCH PLATFORMS, DECKING, NIGHT LIGHTING, ETC., AS TOTAL 495.19 ................ 1,365.66 ALL DOORS SHALL HAVE HANDICAPPED ACCESSIBLE HARDWARE. AREA RATIO ................ 50% MAX. 3. ALL EXTERIOR DOORS WITH GLAZING TO MEET LARGE MISSILE IMPACT TESTING AND 120 MPH 3 SEC. 16. THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, USPS 1179.40 .............. 1179.40 AS EXISTING GUSTS. SUMMARY OF WORK AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY ICE CREAM PARLOR 531.98 ................ 531.98 AS EXISTING 4. ALL DOORS TO HAVE SAFETY GLASS IN COMPLIANCE WITH SECTION 2406 (NYSBC). UNAUTHORIZED PARTIES. SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY EXIST. APARTMENT 545.72 ................ 545.72 AS EXISTING THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: 17. THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND APT. ADDITION - I............... 328.06 BARN Conversion - ................ 613.10 OTHER NOTES: 1. APARTMENT EXTENSION ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT TIMES. TOTAL main building 2,251.10 .............. 3,198.26 " 1.1 EXTENSION TOWARD WEST TOTAL apartment 545.72 ................ 1,486.88 1. SEE STRUCTURAL DRAWINGS FOR ALL CONCRETE, PANEL, AND STEEL NOTES AND TESTS. 1.2 CONVERT EXISTING KITCHEN TO A LAUNDRY ROOM 18. THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, 24.20% ................ 46.50% 2. SEE MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR RELATED NOTES. 1.3 RECONFIGURE PARTITIONS SECURE AND PAY FOR REQUIRED INSPECTIONS, PERMIT(S), FEES, LICENSE AND INSPECTIONS 1.4 SHIFT EXISTING WEST DECK AND STEPS NECESSARY FOR THE PROPER EXECUTION OF THE WORK. 2. ADDITION OF CONNECTIION/ENTRY 19. MINIMALIZATION, SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. 3. RENOVATION ON EXISTING BARN TO A LIVING/DINING/KITCHEN 20. ADDITIONAL NOTES WHICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE OTHER REGULATORY REQUIREMENTS: ABBREVIATIONS: 3.1 STRUCTURAL REINFORCEMENT AND THERMAL IMPROVEMENT CONTRACT DOCUMENTS. 3.2 NEW KITCHEN Health Department: Separate Application for improving wastewater system for the entire compound is in progress AFF ABOVE FINISHED FLOOR H OR HT HEIGHT 3.2 NEW BATHROOM 21. COPYRIGHT©2021, STUDIO A/B ARCHITECTS DEC: Not Required ALUM. ALUMINUM H.P. HIGH POINT 3.3 NEW SOUTH DECK THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS Board of Trustee: Not Required & AND HRDWD HARDWOOD AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST. THEY Planning Board: Required APPROX. APPROXIMATELY HVAC HEATING VENTILATING AND MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, HPC: Required ARCH. ARCHITECT AIR CONDITIONING 4. ALL RELATED HVAC, PLUMEING AND ELECTRICAL WORK PROJECT OR OWNER WITHOUT THE EXPRESS, WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. ZBA: Required. @ AT HORZ. HORIZONTAL Conversion of existing accessory barn to expansion of apartment with added connection, with BLD'G BUILDING ICMU INSULATED CONCRETE MASONRY existing setb!�(NOTE B.O. BOTTOM OF UNIT C.I. CAST IRON INSUL. INSULATION THE OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. CONTROLLED INSPECTIONS: FLOOD ZONE: X CL CENTER LINE INT. INTERIOR OMITTED FOR STEPS SINCE REQUIRED SETBACK IS 4) CLG. CEILING L.F. LINEAR FOOT i �D AhCy/ CLO. CLOSET L.P. LOW POINT �c1 ARIA T CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE ;? �P �A 2G R0 SOUTHOLD BUILDING DEPARTMENT CMU CONCRETE MASONRY UNIT MAT. MATERIAL , pk' ` :z 2, ,, COL. COLUMN MAX. MAXIMUM A, '`ta� THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT CONC. CONCRETE MECH. MECHANICAL LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. LOCATION MAP: CONT. CONTINUOUS MIN. MINIMUM C.J. CONTROL JOINT MTD. MOUNTED o?3a:� COR. CORRIDOR MTL METAL CU.FT. CUBIC FEET N.I,C. NOT IN CONTRACT �� CU.YD. CUBIC YARD NO. NUMBER ` SITE SAFETY AND PROTECTION NOTES: PROJECT SITE DET DETAIL NOM. NOMINAL !� DIA. DIAMETER NTS. NOT TO SCALE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL F DIM. DIMENSION PLY PLYWOOD JURISDICTIONAL AND OSHA REQUIREMENTS. �y= � � � ,,,, )'��"ry�-'--`"f t '� �f' `,t; s. ,:� s DIM DIMMER N CENTER I.w, �+ A ,.r... R DR. DOOR RADIUS ' ,.,," s . .. „ DWG DRAWING RAIL'G RAILING 2. SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS, SCAFFOLDING, _, . - ,y '°'. FIRE PROTECTION TRIP HAZARDS PROTECTION, ETC. THEY SHOULD ADDRESS ANY POTENTIAL ? 4e, ` t' '" = ,' E.J. EXPANSION JOINT REINF. REINFORCING 1 INTERACTION BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION ° � .. ELEV. ELEVATION R.D. ROOF DRAIN ELEC. ELECTRIC REQD. REQUIRED PROCESS. PROJECT ENT. ENTRY RM ROOM Tu rtu rro/Leshaw EQ. EQUAL SCIP STRUCTURAL CONCRETE �' t " EQUIP. EQUIPMENT INSULATED PANEL CODE COMPLIANCE: i ' R 'r`:t"``� " EXIST. EXISTING SF SQUARE FEET Apartment Alteration �. i 95 i y "w w , �`4 EXT. EXTERIOR Sim. SIMILAR I. Uses and Occupancy Classifications : Mix of B O p y O (post office)A2 (restaurant) and R3 (apartment), as existing k -. FF FINISHED FLOOR SPEC. SPECIFICATION 2.) Height and Fire Area: 14.5', 1 story, as existing; Fire Area n/a --., ' f { - - t ,P FIN. FINISH OR FINISHED S.S. STAINLESS STEEL 3. Type of Construction. Type VB, 2x4 and 2x6 platform construction 3' ' g FL FLOOR STD STANDARD .. 4 �q;.;._ §t. 4.) Structural Design criteria: Engineered. 4, ,Rs FLASH'G FLASHING STU. STEEL 5.) Framing elements: See Structural Drawings , j: r- �. F.P. FIRE PROOFING TEL. TELEPHONE 6.) Design load calculations: See Structural Drawings ` /, "Y? Y �. � FT FEET TH. THICKNESS Title Sheet OPTIONS „ 7. Glazing protection: Required Wind Speed 130 mile zone; 0.3 mile <1 mile to coast line " , _ � ,..,,_...'�'�.,�;,� .:z' .._.,!� .....,.."_ :,,..",,.,.;:�.-. R,,..:.F.�„� ."�,,,< k� ��� ,", b, � GA GAUGE T.O. TOP OF Provide Hurricane resistant rated windows and/or protection panels, as per Window and Door Schedule -r . 5h £ x GALV. GALVANIZED TYP. TYPICAL THE FOLLOWING ARE OPTIONAL BID ITEMS. PLEASE PROVIDE SEPARATE ESTIMATES ADDING OR "`N . SUBTRACTING FROM THE BID PRICE FOR EACH ITEM. THE OWNER WILL DECIDE FINAL INCLUSION OR NOT 8.) Load paths from roof to foundation: See Structural Drawings ` , µ „" „ F, G.C. GENERAL CONTRACTOR U.O.N. UNLESS OTHERWISE NOTED 9.) Nailing and/or connection schedule, framing details: See Structural Drawings /; '. ;'... "" "; y -"" GL. GLASS V.I.F. VERIFY IN FIELD IN CONTRACT. "4. a '_ .. .� ;:, . 10.)NYSBC 1030 Emergency Escape& Rescue Openings: See Floor Plan `£m_ o ( ~ ' '" GWB GYPSUM WALL BOARD W WIDTH OPT. 1: 11.)Plumbing riser diagram: See Plumbing Drawings W/ WITH 12. Location of fire protection equipment, i.e. smoke alarm: See Electrical Drawings �.., a --�A-u WD WOOD BASE BID CALLS FOR 2X6 WALLS FOR APT. EXTENSION, AND 2X4 WALLS FOR THE CONNECTION PART. ) pg ' ', ;p'".'.. . " : 13.)Truss design drawings with certification: n/a _a,, .;"w- ,,, -F . - ��a OPTION 1 IS TO USE 2X4 WALLS ON BOTH. THE INSULATION SHALL FOLLOW AS DESIGNATED FOR THE .;,,...,b �. ""y " ' W.R.B. WATER RESISTIVE BARRIER Project number 14. Energy calculations from design professional: Prescriptive, Comcheck Certificate is atached 'f i 21017 WALL TYPES. ) 9Y 9 P p ' +° WWF WELDED WIRE FABLIC 'fi`�, �4 r s a y r Date 4/13/2021 " , Drawn by HA � Checked by GB a; CD T . 01 Scale As indicated Ln SITE PLAN IS BASED ON SURVEY BY studio a/b architects EXIST.TREE TO REMAIN EXIST.GROUP OF TREES TO REMAIN KENNETH M. WOYCHUK LAND SURVEYOR TrP 651 West Main Street,DATED SEP. 20, 2019 Riverhead, NY 11901 EXIST.LINE OF TREES 0 � LOCATION ORIENT, TOWN OF SOUTHOLD, NY. 631 591 2402 N/F TO BE REMOVED z 631 3231426 FOR WILBER YOUNG SYSTEM TIC n SCTM#: 1000-25-1-18 9 y @ I nis studioabarchitects.com PROP. WASTEWATER OR INSTALLATION SYSTE mailing address: MIRIAM FOSTE LOT AREA: 10680.60 SQ. FT. OR 0.25 ACRE 9 A> As PO Box 444, Orient, NY 11957 PROPOS D GREASE TRAP USPS TRUCK ELEVATIONS BASED ON NAVD DATUM 1988 S64°23'20"E SPLIT RAIL 125.90' THE WATER SUPPLY, WELLS, DRYWELLS, AND CESSPOOLS LOCATIONS SHOWN ARE Q1e - FE-NC - - - - FROM FIELD OBSERVATIONS AND/OR DATA OBSERVED FROM OTHERS client: -Ft GRA s EXISTING ELEC. PANEL NO WETLANDS ARE WITHIN 300' OF THE PROPERTY(ORIENT HARBOR 900'+/-) Joan Turturro, JOTAS CORP. RASs ': N B uE - -_ I IN UNFINISHED p �� o SrE- BASEMENT FLOOD ZONE X site address: GRAVEL IJ 00 / DRIVEWAY CO 0o GRASS G AREA O` 1000 Village Lane Orient, Y 11957 - -' PROP. NEW EXISTING GLOSS BUILDING nt, N EXIST,GROUP OF C SHRUB 8.9 BARN (accessory Storage) 613 SQ.FT. TREES TO REMAIN -- - """""` K` 8.0' WELL LOCATION ( rY 9 ) m w -n 1e E-I EL 14.5' f Ew MAIN BUILDING: USPS 1,179 SQ.FT. tax ma #: 1000-25-1-18 z LL w1.8' 1 __ _O_ ___ _ - - - W D ICE CREAM PARLOR 532 SQ.FT. 1 P n o ff•1_ coN¢. Z APARTMENT 546 SQ.FT. 0 a." is R RAME %� f z TOTAL 2,257 SQ.FT. O L1 G N SLA C NC. p ' + U E GRASS o EXISTING APT. BUILDING AREA RATIO: 546/2,257 = 24.2% R OVAT GR ss Off. H / A T s sHRu6 it Iz- m I T ENT L 112 F m PROPOSED GLOSS BUILDING AREA: 0 Q Lo C VER:619,16$F C. /_ �� i a• m EXISTING 1 STORY BARN (BECOME A PART OF APT.) 613 SQ.FT. (NO CHANGE) LL Q U � FFL 1 .4':, ,. CONC. FRAME BUILDING MAIN BUILDING: USPS 1,179 SQ.FT. (NO CHANGE) F- 0 O o / r z v b O n LOT COVERAGE: ICE CREAM PARLOR 532 SQ.FT. CHANGE) m k O G V T. (NO GE) � 8 _ — — BRICK z r 2249 SF(HATCHED) EXISTING APARTMENT 546 SQ.FT. NO FOOTPRINT CHANGE) UP - I - n FFL 17.8' ADDITION 328 SQ.FT. TOTAL 3,198 SQ.FT. m GRASS UP " " ";,,.I� - I coNc. c� m PROP. APT. BUILDING AREA RATIO: (613+546+328)/3,198=46.5% o 00 PROP. A/C 0 I - - ov BRICK I Z E z I EXIST. W/RE3 EAR m TREE: 12.5' a `i TYP EXTENSION _ a EXISTING EXISTING 1 yp TREE N64023'20"W 1 5.42 PROP. STEPS A/C A PROP. SHIFTED EXISTING N/F \ EXIST.SHRUB TO REMAIN CONNECTION/ DECK AND STEPS P. WASILEWSKI ;s o ENTRY OR EXIST.FLAG STONE TO ANDREW K REMAIN �` 1 STORY FRAMED BUILDING TO REMAIN COLLIER WITH 0 10 20 30 FT I USPS (DIAGONAL-UP HATCH, 1,179.4 SQ.FT.), AND ICE CREAM PARLOR (DIAGONAL-DOWN HATCH, 531.98 SQ. FT.) STATE STREET (SKIPPERS LANE) n Site Plan, proposed 1" = 20'-0" - - -- -- - - -- - - - - - - - - -- - - -- - - o. Description ate 1 Revision 1 5/7/21 REMOVE DOOR - -.. ._ _ ._ ._ _____..._ _ __ - -____-- _ _ _-- _ _-- -- ---- -- __-- __-- -- _ NEW DOOR WILL BE IN THE SAME LOCATION BUT RAISED - "-- - - --- - - - - - - - -- - "- - - " - - - ..... . . ... ELEC. PANEL TO BE - - - -- --- --- - -- - - - - - RECESSED IN ----- --- - - - - ----- - _ -- - - ------ --- --__-- - -_-__--_ - -_ WALL - - -.. ..._. -_ ..... .... ... ..... - -. -:_--_--- = _=- - - - - - - _= - - - - - - - SET OF BARN DOORS TO BE REMOVED -- �� - STORED AND REUSED • II' PEN NEW - - = DOOR OPENING - - - - - - - ' ' ' • CONCRETE APRON TO REMAIN - -- - - - - - - - - - - - - - - - - - - • II I •- " ,= ,. •; •- •, �. ,- . :• : _• . ,•. ,. .• , •. . _ -- : -'_ _• - - AND STEPS - _ - _ -- -- - - - - -- -- - _ - - - _ -- - -_ --- - --_- - - - - -_- --_ -- - _ -_ - -- -- -- - --- - -- -- -- -- BARN = = SET OF BARN DOORS TO BE REMOVED -_-- - - - - - - - - - - --- - - - - - - - - - - - - - _ -ONE PANEL SHALL BE STORED AND REUSED TO REMAIN - -- - - - - - - - - - - -- - - - - - - STORAGE - - -- - -- - - EXISTING DECK AND STEPS -- TO BE SHIFTED TOWARD WEST CONCRETE APRON TO REMAIN - -- - -- - - - -- - -- - -- - - -- - - - - -- - - - - - - - - - DEMOLISHED - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - PARTITION TO ' CONCRETE - - - - -- - - - - - -- -- - - - -TO BE REMOVED - - - -- - - - - THIS PART OF Cb WEST WALLL TO J�� BEDEMO DEMOLISHED ® --- N II• r Z ' II Q: I E �t& EXISTING i — --- - - - - -- - - - -- - I _. ..... • • . ' EAST PORCH - -------- APARTMENT = T REMAIN - = - Y.1 - - - - - - - - - -- -- - -- - - - - _._ _ OPENING TO BE BUILT FOR GLASS DOOR --- - - --- - - - - - - - - i - - X.1 - WINDOW TO BE DEMOLISHED I I ............................1... ........ ..... .... ... ........... ......... _ _. .__ _ ._._". _ PROJECT - -..__......._...- - - _...- -- - --- ........._..... - - --- - ---- ------ ----....-__---------._._..._.__._..._..._..........................__"----- __:..._ .:..__ _..___.._ .._. _.:_ ----- -- ----------- -- - J ---- -- -------- ---___-.� ---------- ------- - ---- - ---- - --+-- --- - - - - - -- I - -........__.......__._. ..._.._..__.._ .. - .. _.... _ - "- - _........--- - ... - -- - - - _ - - - - _ -- ----._ - - - - - - -" - - - ---- - ------.._..... _.. _...._.. - - ......-----..._.. " -- - - - - - _ _ ___ - _ _ _ _ _ _____ _ _ _ Turturro/Leshaw _ r --------- --- -------- --- - - ---- - - -- --- ----- -- - -- ----- --- -- ---- - .-- -------- -- - - -- - _ _ __ _ _ _ _I _ _____ ___ ______-_-------_---_._--___ ______ ,--_---_-_-___-_----_-____-- _-- --------------------------_---fi____-_-- --------a___---_-._---__--_-______ _ -_ __ _ _ __ _ __ - _-- _-- Apartment A I r ------- -- ------------_--------- -- ---- - -- -- - --- - - - -- - -- on - --- - -------- ----------- ----- -- ---- -- --- e a i _ _ _ _ _ - _ __ _ _ _1 _ _ - _. _ -� - - -- � I _APARTMENT-___.._.._._____._.. _-....__.___.__-- ...___a.._.__ ._._._. _ i _ ._ -- --- - --------.._....._ - - --- -- --- - - - -_ -- __�-- a---- - - ----- --+- - - - - - -- -- - - -- -- - - -- - -- _ - - - - - - -- - ---- - ------ -- -- - - - -- -- ---- -- -- --- - - - -- - - - -- - - -- - --- - - __ _-- -_-_-- _ ---_- _ _ _--_ -- _--- __ ____- -----------------_-__ _ -.--_--- ----�-- _-- ----- _-- -- --------- -- ----- - ---- -- - ----------------- ------- ----------------- ----- ---------.----------- - -- - ---------� - --- -- - _- - - - - -- -_-_ - -- - - _---_ -- - .- - _...:__ - ------- - -- ----- --"_ __---- -- --- ------ ----- --- ------ ---------- _ - ..... ._. an _........ ......... ..........- .... ....... __ .._ ..._.__.. . _ -----_-_.___"__ ----- ------------ --_--_- ___--- ----_____.--------------__-_-----------------------___-----____...___ -_-____. _ "__ __.__.__ .- - ___. .. _ _ . _____._ __ _ _ _ _ _- - - __ _........._. --- -- -- - _...__...-.__..._-- --------- --- - - ---- - - ------ -- ---- - - --- --- - --- — _------------ — ----- - ---- - I Project number 21017 KITCHEN CABINETS BATHROOM TO REMAIN Date 4/13/2021 THIS WINDOW TO BE TO BE REMOVED � REPLACED WITH A DOOR PLUMBING FIXTURES TO BE REMOVED Drawn by HA Q LINES DISCONNECTED AND CAPPED Checked b co A.3 A.4 y GB o 0 (V 2 Demolition,PlanA. 01 N Scale As indicated LO EXISTING BARN ROOF --- ' studio a architects 651 West Main Street, Riverhead, NY 11901 ! 5 A.03 /\ I 631 591 2402 O NEW CONNECTION ROOF i �_' '' 631 3231426 0 ASPHALT ROOFING COLOR TO ! ! glynis@studioabarchitects.com 1 MATCH EXISTING ! , ON FULLY WATERPROOFED WITH 2 mailing address: A.05 AA..00332 3 I!lI�-I!I�1I i!1ll�'i llIilIjjl iIIi�I II$!IlI}ii�`i !II}I �;-;,-•-_ ,i;�•�.�-'•�.;..--!I�:_-.•,I,:.-�..—:..••--�:.,.••••.--.�•.,�:- -2,:.�A•"!.�I --��,1-,-•.-.-,-------- J --III 1-TPO OR EQ. - ADD 1X4 HO R IZO-N T A L gjI-•-1�,!_- ( „ -.__---- ------,----.--.-----. --.__----I-- -__.-------_._---- .- -------._-----.---_-----_-�--_--_-_--.-_---..- _-. -,---_--;.- -- - -----...--__----I---_-- -_--_c-- -- _ -_-------. - ---_--__.---_-- - _- -_.----- _-- -_----_--_- -- _- -- .- __---- _- -- - -_- .. � " 1 I1 I1 I1 I1I; i .._.. .. II, .- � � __ =_..-... — i PO Bo x 444, Orient, N Y 9�1 1��E 9�-\ry,'5 co ,-7 an ,.'Barn Room ,(L K)A.04 NEW APARTMENT EXTENSION ROOF ex1'8 ASPHALT ROOFING client: ' SF COLOR TO MATCH EXISTING 4 Joan Turturro JOTAS �u2CORP. 01 site address: 14.3 23 1000 Village Laneg.3 Orient NY 11957 tax map 1000-25-1-18... 2 — EXISTING APARTMENT ROOF ; .._:-. Don o ASPHALT ROOFING � 1.7Bedroom 216 SF `6 Ity5.517. 41 _SF B.2 -4 X.2 40 SF X. 1) Apartment Egress Plan3 OCCUPANT LOAD: 2 Room# Room Space Function Net Area Net Area Required Actual Note Type ant Occupant Load Occupant Load 1 Bedroom Residential 200 342 2 2 A 2 2 Den Residential 200 216 2 0 same Occupant as Bedroom 3 Walk-in-Closet Residential 200 Inclided in Bedroom A0 4 utilityResidential 200 40 1 0 same Occupant as Bedroom 6 Barn Room Residential 200 374 2 0 same Occupant as Bedroom 8 Pant Residential 200 46 1 0 same Occupant as Bedroom TRAVEL DISTANCE: Room# Room #of Exit Re uied Exit Door# Travel Disance 1 Bedroom 1 ex1 50.2 No. Description � �' Da t e 2 Den ex1 23.2 Revision 12 EXIST. ELEC. PANEL 3 Walk-in-Closet 1 ex1 45.2 5/7/21 A.05 TO BE RECESSED IN WALL 4 utility1 ex1 16.3 2 Revision 2 5/13/21 . A.03 6 Barn Room 1 1 50.2 1 50.2X. 1 24' -2 314' + A. 1 A.3 CODE REQUIRED MAX. TRAVEL DISTANCE: 200 NYSBCT1017.2 CLERESTORY 24.4' ABOVE - 3 Y.2 ADD NEW PARTITION A. TIIII i1 ADD NEW DOOR EXISTING CONC. PAD, 30"X721 nit SHOWER PAN A.04 EXISTING W PORCH I DINING AND STEPS TO REMAIN ll j5A.03 A.06 I i!KITCHEN !II( Ii iliI ! 1 I I I I � ' !! IIiI! ! 1 !i !!I! 13'-0 8 -0 ik IOH I Wil A.05 6Il A.2 A.3 3; 5' - 4'-0"— WD FENCE &GATE ! } II IIII il 6.3 TO REMAIN VENS l 1 , I 0, , 1 : „ LATTICE BOARDS 4" EpCh/T O.C. REMAIN AS ISIVING '}I ' o St t ; ( } : 4 1/2„q I I 15 WIDE HIGH BENCH - .- _--.._---_—.---_-._.-.-.-.-_.__---_---------.--_---- ---- ----. -------..._--.._--.-._---------- �--— _--9—-- ---- ----------------------------'iI-------------------II--_---- - } --___-_----- ------- ----_-_--_--- -—.--_--,4'_9 0'-4" es Bath_---.--_--.r----.-o--------_o-_--.__mEXISTING APARTMENT_ L INTERIOR RENOVATION ONLY 16" DEEPCLOSET 0 -41/2 BUILT-IN (5)-SHELVES EXISTING WINDOW, TYP. ........... ---------------- ­ -- (o - ----_ __--------------� _-_-: _ ---- ------- --3---/--4--__ -- / 1 -0 -1 -0 UP ...___.. .__.... ... _ -0 1 -0 � O - -- -- --1- - -_---- - N (�� PROJECT CT----- B. 1 • R EA PARLOR Turt ur ro/L e - s haw4 — _2' to - - _— — Apartment Alter ation n 4 1 2" 0'-4 1/2" 15 -0 1/2"_ N UP - - ------ - ---- -- ---- - _ -= - mottiltY------------- .._..... -----------------.-------- ------------------------------- .......................... - --------_ ----_ - -3 012 12 -0 6 - 1/2 Floor Plan Roof Plan_-__ .__ _ ___ --- 4- — - - ........ _ _________--____ Egress Plan -_____________- _________ ..._ ..................-........_-.-.....-._._ ..._.-__. NEW ON-GRADE DECK _ __ 0 ----- ------ B. 1 Project number 2 1 017 12'-6" 30'-2 3/4" UP Date SHIFTED DECK AND STEPS (SIDE ACCESS LOCATION 4/13/2021 EXTENSION 4 SHIFTED) Drawn by HA �Q Checked by GB EMERGENCY ACESS OPENING A. 1 5'-0" 4'-0" A•4 � Roof Plan v o I n Floor Plan 11 A . 02 0 1/4 - 1 -0 N Scale As indicated -PARTITION BETWEEN COMMERCIAL AND APARTMENT USES SHALL BE PRCTECTED CONTINUOUSLY AS BELOW N 0 COMMERCIAL COMMERCIAL EXISTING 5/8"TYPE X GWB v N O N ti N o ADD (2)-5/8„TYPE X GWB JOINT TAPE � _ ON EXISTING SEPARATION WALL ON THE PROPOSED APARTMENT ALTERATION SIDE STAGE EACH G AYER q o MIN.2 3/8"FASTENERS @6"O.C.TO EXISTING STUDS +' u � to IF FASTENERS SHALL BE USED FOR EACH LAYERS, APARTMENT APARTMENT KEEP MIN.2"DISTANCE BETWEEN FASTENERS CD TYPICAL PLAN AT CORNER N TYPICAL PLAN 0 N O (o APARTMENT COMMERCIAL ` _ cf) Q J C BASE —y o A Rey.x. � 1 JOINT TAPE ` `� CL to rr COMMERCIAL ' E APARTMENT '` ` cn O TYPICAL SECTION AT CEILING TYPICAL SECTION AT FLOOR cc cc .n A c� o 2-hour Separation Wall Details U) 1 1/2" = 1'-0" studio a/b architects 3 4 651 West Main Street, A.06 A.06 CONNECTION ROOF EXISTING BARN ROOF Riverhead, NY 11901 ASPHALT SHINGLES 631 591 2402 EXISTING APARTMENT ROOF APARTMENT EXTENSION ROOF TO MATCH EXISTING NEW CLERESTORY 631 3231426 ASPHALT SHINGLES A.3 A.2 A. 1 OVER TPO FO­­­.1i.I:...11,,-,"I:'1I;I_­­..1,_,1:.;1­.' 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", }-4 , ..,.,..,,,.,,. ,w-. .,.,,.. ,..A...,. , j- $ 1 7 ._.-_-.___ __-____ -- - ----- --_<.-----___-..- --___.. __ _-,_.__, ,_.-. .. .pp . ., ,. . — — �4 — — — — — . _ _ I ___,_.__,.____._-_.-__-_,__,__.-.._----.,- Barn Floor Raised „ � 4,,,a dd - {_..._-._' rnn � F€f .., �',Lam^ 1 — 11 __-- _-.........-- ..._......_ __ - .. r _-_-....- -_..— ___ - ., ._...._ -......... -..._.__...._..-.....-.. . ., . . . n<,. .,, „d,, „q.,,,,, . . . . . ... ....., . .,, . . _ . __ . -.,-... ....... ., _ _ EXISTING WINDOW . ...... . ........ . ....,... _.. ...... . _...._ _.. .......I .... .. . . / _._._.. .............1, _ _ . . . . :, ; 1 CEDAR 4X4 POST TRIM PAINTED TO MATCH EXISTING NEW DOOR, REPLACED AND RAISED, PAINTED WHITE Apartment, Connection Part, and Barn NORTH Elevation 1/4" = 1'-0" NEW PLUMBING VENT �/ �/ 1 - \ Y.1 1 1 •2 I .2 A.05 EXISTING ROOF Y, A.05 B•2 B. 1 .6 B. 1 EXISTING ROOF 2 A.04 I FASCIA PA NOTED 8 I No. Description Date MATCH I CEDAR SHINGLES 1 Revision 1 5/7/21 EXISTING EXPOSED n EXISTING STYLE AND COLOR TO MATCH EXISTING RAFTERS EXISTING EXPOSED RAFTERS TP' TYP. EXISTING VERTICAL SIDING TRIM TO MATCH .- .., „ :..,, : " EXISTING,TYP. EXISTING SHINGLES n . . :, „_ , y:.. I. i _ .., ! : .. ..:: I ,_. : . :_ ..,., : .,. - I , I , � i 4k [ ®�-�. .. , ., .... .. ....... ,.. ., ..4. ,.! .I.j....... , J .. ., ,E , , EI t, k L, 41 ;.- -' t. t. :"i ! .,. i - `�-- . . r ; , , , -- . ,. . , _. ....... i , „ ! " - j , I : I ............ ....-... ...,..- ._ .. , " .,._.Y,__ j <. ! , ., .. .. - - - - ._. _............. _. - - .. i r \ L I , ! I i ,.., ' / \ r :i i i _., 9 _ ......-. , .V r _..,... ,.. .� v. _, .. ._. .. - v,- ., - - _..._�-� ,.__ 1_. 1 I i x '. `: . IN .S TALL EXISTING BARN DOOR _ ._.,.___..-._-.._.....- ..-_._._. ....-..-__.._.-._.:_ __ ._,___:_,_.:._:.s...-_.:....:...., _ ,... -,. „ . . - i I a \ , - a � i :, E :: !j ,< , ,. , ! / RAISED 4 , :. .I i , --- , 1 OVER NEW SLIDING PATIO DOOR - ( \ i " 1 , 1 E t ( _ i ,: � I . , ; ! . �: t - 2 j , : , 4 i _ __ i First Floor t _ First Floor . , ...I .: �! 1 n E i I y, , ,. , - . ,. .. . .. . - - , 4 f i i 0 - , , \ , - .. , : II _ . f f1 ; E 0 . __, ,, - . . .,,_a y ; t . I - I .. , � I � ,ii I,: , I . I E ! .. B r ,. :. ! n Floor Raise i d ised — .-,.. _ Barn Floor Raised B rn Floor Ra .: I— - - _. - - ..-, , .,.r,,;,,o9.>p.,.-„>, 1 11 1 11 ,E _ I - - _ - - - _ —_ — - 5 : .. ,,,...,-- 1 11 2 5 2 _ _ , , 2 5 - j__.. ____. _. __-._ _._, _,_-,_ - ___ _.- _ _ _- . . _, - - -_ - --- - -T- - - - - - - -- ----- _ p a �,q,� „,a ,A qA,�,, � oa d - - 1 - --- -,_,,,- --" - -- ------ - ---' ----.- . 0 -- ,.., ,.., am oor � , f : ----- -- ------ - ...--_. -,,.,-_ _ _.-, ___ - _ ____ _.-- _...._-- _----._. ---._._-- ___,,.__ __- -_1 11 l - , 3 . _..-._....... . . ; . . --. - - Barn Floor I I : , . - - - - . --- - -- - - - - - -- - - - - __ _., -- - . - --- . . - _. . _- , .__ _: 5 1 .... ........ ... .. . . . ... _ ..... ..... _ i . . -3 -:0 NEW EDAR SHINGLES; __ EXISTING SHINGLES _ .. j ....... . _. . ... ---..... .. ...... , , LE COLOR .. _. : : :. ..... , -.. .... .1- . . _ . .., . . ... :.,.-.. ..-.. .. _.._ .1.1... ... PAINT D, STY AND : .; ;. .... : 'I : TOM TCH EXISTING - _. REINSTALLED ONE SIDE OF BARN DOOR ; ... ..... _ _ _._.. j ! . -. ......., : , ._............. .... . . . OVER WALLED OPENING NEW DECK RELOCATED DECK AND Connection/ West Entry and Barn East STEPS n Elevation n Barn West Elevation 1/4" - 1'-0" 1/4" = 1'-0" n WEST EleOvation Copy 1 .,-, '�D A13Cy/� 4 3 1 ) ,``P'I'll; l2�2,FC.A A.06 A.06 A.04 -_ z P,,, G. r.,•..� Y,lI EXISTING '; :`,, .v_y„.,s,I .Y �. ,. �' :. _ - CONNECTION ROOF NEW CEDAR SHINGLES, PAINTED 11' CF - C), 023?a ASPHALT SHINGLES STYLE AND COLOR TO MATCH EXISTING , TO MATCH EXISTING - EXISTING SHINGLES OVER TPO OR EQ. A. 1 A•2 A•3 EXISTING ROOF A.4 PATCH AS NEEDED WATERPROOFING ENTIRELY EXISTING SHINGLES 1X2 ON 1X8 PAINTED TO MATCH EXISTING I P APARTMENT EXTENSION ROOF ASPHALT SHINGLES TO MATCH PROJECT EXISTING EXISTING N OR Turturro/Leshaw WINDOW DOOR z I Apartment Alteration I \\ a a 0 / \ m = Elevasions -- Z - - h i i 0 5 m - ju " �j First Floor I 0' - 011 - - - - - - - Project number 21017 Barn Floor Ral d — — — 1 1 Date 4/13/2021 -- - - j I I l i I it - - II I Il 11 I I 1 I I1 I I- _ _ 111= -2 - 5 1— I 1 —�- — Drawn by HA Q 1I 1I1 1II II 1I 1I II I 1I1 1I1-1I1 1I1 1I1 1I II 1I1 1I 1I1-1 I III II 1I1—III III II —1I 1II 111 1II I I III 1 -1II III—III III III III III—III III III III I i III I I— v Checked b GB NEW 4-PANEL PATIO DOOR TRIM PAINTED TO EXISTING WINDOW AND TRIM, TYP. PROP. LANDING AND STEPS y M MATCH EXISTING 0 4 SOUTH Elevation Co 1 1 (STEPS LOCATION WAS SHIFTED) 1/411 = 1'-011 A . 03 N Scale 1/411 = 1'-011 - 2x6 RIDGE BOARD ASPHALT ROOFING ON ASPHALT FELT studio a/b architects PAINTED 2 2 ON HUNTER PANEL COOL-VENT 5" A.06 ON 2" RIGID INSULATION B. 1 QpNE�' 5 B.1 04 B• 1 .6 B•2 ON 5/8"SHEATHING AND/OR 6.2 ��R J�N 651 West Main Street, 1"AIR SPACE HUNTER PANED IN ON 2X6 RAFTERS, EXPOSED IN ROOM @16"O.C. QPG��NNVN QPN��GOO�. 631Rive591 2402Y 11901 3 _ 2X6 END BLOCK P��s NVN� \NSv�P'XoN glyn s@ tud oabarchitects.com A.04 r10"+/-, TO MATCH EXISTING \GAO 5, '\T (3)-2X4 NAILER �; "R � 2 mailing address: PO Box 444, Orient, NY 11957 PINE 1X4 EAVE CONST.: client: PANELING 5/8"SHEATHING PAINTED FACIA 1X2 ON 1X8 PAINTED B•3 ON 1X4 Joan Turturro, JOTAS CORP. 2X6 @16"O.C. cr 2X6 RAFTERS EXPOSED site address: PAINTED PVC SOFFIT W/VENT 1000 Village Lane (2)-1 3/4"X 5 1/2" LVL PLATES 2X6 RAFTERS EXPOSED TO ROOM Orient, NY 11957 0 1X2 ON PAINTED TYPICAL WALL CONST.: Z 1X8 FASCIA CE DAR SHINGLES 1X4 PINE U WALL TOP PLATE: tax map#: 1000-25-1-18 PAINTED, EXPOSURE STYLE AND HORIZONTAL PANELING w (2)-_1 3/4"x 5 1/2" LVL COLOR TO MATCH EXISTING ON 3/8" GWB O 10" +/-TO MATCH EXISTING 1� ON WRB (BLUE SKIN) ON 1/2" SHEATHING ON 2X6 STUDS - HW FLOORING TO MATCH EXISTING 5 1/2" MINERAL WOOL ON 3/4" SHEATHING I BATT INSULATION ON 2X10 JOISTS @16" = ,' J Q n Apartment Eaves - Callout 1 2 1" = 1'-011 0 First Floor 0 0 1 \ Ll \ I \ 5 1/2" MINERAL WOOL \\ \ BATT INSULATION — _ — Barn Floor Raised jj._I. I. -2' 5" -- 14'-2 1/2" No. Description Date Ell 1 � � - i=i i-a1 T ical South-�lorth Section thru artment n yp p I U 1/2" = 1'-011 ASPHALT ROOFING ON ASPHALT FELT 3 A•2 1 ON HUNTER PANEL COOL-VENT 5" A.06 A.04 ON 2" RIGID INSULATION ON 5/8"SHEATHING A. 1 A.3 ON 2X6 RAFTERS EXPOSED IN ROOM @16" O.C. A•4 NEW PARTITION EXTENSION UNDER EXISTING ROOF/CEILING EXISTING ROOF I TYPICAL WALL CONST.: CEDAR SHINGLES PAINTED, EXPOSURE STYLE AND COLOR TO MATCH EXISTING ON WRB (BLUE SKIN) .K x� ' --sue�':�' '' 1X4 PINE ON 1/2" SHEATHING HORIZONTAL PANELING 1 3/4"X 3 1/2" LVL COLLAR TIE, Y; ON 2X6 STUDS s =` ON 3/8"GWB PAINTED 5 1/2" MINERAL WOOL BATT INSULATION \ 1/2"GWB PAINTED \ /%RCy' Bedroo Walk-in Clo. Den It lity yn \ HW FLOORING TO MATCH EXISTING \ ON 3/4" SHEATHING / \\ ON 2X10 JOISTS @16" ,' `\ t qTE OF to / PCKET DOOR First Floc r I PROJECT I 5 1/2" MINERAL WOOL Tu rtu rro/Les h aw BATT INSULATION EXISTING FLOOR CONST. Apartment rtl 1 1 e n Alteration p t to ation Building Sections th ru NEW 2" RAT SLAB ON DAMPPROOFING — Apartment m lent —NEW CRAWL SPACE FOUNDATION — —_ _ I I II I II I II I II I Project number IIIIIII—III IIIIIII I —III — — — — —I —II IIIII I`° .: — _ a — 21017 -- I I - — — — — — — — Date 4/13/2021 — Drawn a by HA Q cD EXISTING CRAWL SPACE FOUNDATION Checked by B O n 0 al West-East Section thru Apartment Typic 1/2" = 1'-0" 4C14 ■A0 O N Scale As indicated tn INSTALL RIDGE VENT - EXISTING ASPHALT SHINGLES ON RATH BOARDS studio a/b architects 651 West Main Street, .2 Riverhead, NY 11901 -_ __- X 631 591 2402 EXISTING 2"X 6" RAFTERS @24" O.C. 631 3231426 mailing address: PO Box 444, Orient, NY 11957 1 client: Joan Turturro, JOTAS CORP. site address: 1000 Village Lane Orient, NY 11957 1X4 BATTEN ON 1X4 PANELING PAINTED tax map#: 1000-25-1-18 ON 2X12 SISTERED TO 3/4"T&G PLYWD SHEATHING I EXISTING 2"X6" EXPOSED ON RAFTERS 6" RIGID INSULATION R30 2X6 CEILIMH JOISTS 24" DEEP WALL PLUS ( @16" O.C. CABINET 4" HUNTER PANEL INSTALL EAVE VENT H-SHIELD NB R21.1, EXISTING EXPOSED RAFTERS AT EAVES -TOTAL R=51.1 1/2" GWB 1x4 HORIZONTAL PANELING, PAINTED EXISTING SHINGLES AND SIDING PAINTED ON 3/8"GWB ON 1 1/2" FURRING 1/2"Gwb, PAINTED ON EXISTING 2"X 4" STUDS @24"O.C. NEW TRIM TO MATCH EXISTING ON 2X4 STUDS @16" O.C. !! 5 1/2" MINERAL WOOL BATT INSULATION R23 REUSED EXISTING BARN DOOR BETWEEN STUDS � I NEW GLASS PANTRY TALL CABINET SLIDING PATIO OR SHELF DOOR II HW FLOORING ON 3/4" PLYWD SHEATHING NEW TRIM TO MATCH EXISTING ON 2X6 SLEEPERS @16"O.C. ON EXISTING CONCRETE SLAB F ----BASE CABINET 5 1/2" MINERAL WOOL BATT INSULATION R23 <[ Barn Floor Raised EXISTING _ _ -FOUNDATION a q Description Date ( I Barn Floor 1 Revision 1 5/7/21 — _ EXISTING CONCRETE RETE LAB � -I I - _ A.05 EXISTING ASPHALT SHINGLES ON RATH BOARDSI EXISTING 2"X 6" RAFTERS @24" O.C. I Y.2 Y. 1 -- ------- -- -- -- - -- ------------------- ---- ------ ----- - -- ---- - --- --- -` _ RIGID INSULATION R30 .--- ---- -.._. __ . - ----- - - ------- ---------- ---- ----.--..-----.._.-------.._.. - ..-..... _..._.....__ - ._._... __......._...- --- - -------------- _ __.._ - --- .._.._.__. _._... ....__._._. ---- -- ---- ----- - ..._..-_..- - - _...__. _...._..__....... _ ._.._....... __........ _... - --- _._............. ... --._........_.._.._......_..__. _ ........._..._..__. - - ------ - - - ---- H I ELD NB - -- -- -------- - R21 1, - _... -------- ------ -- - - ------- --- ------- -- -- ------ - ------ 77=TOTAL R=51.1 - ---- -- - ---- ----_ EXISTING SHINGLES ---- - -- -- - - ---- --- -- -- - -- -- - -- -- ----- --- --- --- - - -- --- AND SIDING it -- - - ................................ _......_.__.._.. __...._ --- ---_ _._.. - -_ -- _ - ---- ----.... - - - _ .------- _. - .._. _ ..._ _......_.........._.._...... - - ...- _----_- ---------- ..._......_. --- -- -------- --------- ------- --. -- ---._...- --_--_- - _--- ----------_ --- -- - --- - - _- - - - --__ -..._-----------------------_. _..........._---...----- --------.-......._......._... _ _ ----.___-_.- _ .._...__..__. - __..._..._-. ---- - -- - - --- ----- - .. _------ ......--- - -- - - - ---------- ...-_. -.... - - ....-- _. -.._-----.........._.._....__........ ---- ------- ------ - - - ---- ----- -- - - --=-1 X4 BATTEN - ----- -- - -- --- - - -- - -- -- - - - :7-_-_-ON 1X4 PANELING-- -- - --- - ------ - - ---- ------------ _=PAINTEDLi ON 2X12 SISTERED TO = --- - --- - - _ - _:_ p AF3 -- ...-._....._......_.. - - - - ------------- --- - ----- - _._.._.. - - --EXISTING 2"X6 Cy - -- ---- -- __..__._....._.. _... -- -- - - -- ----... ----- ------ -- ---- ---- ----- ------ - ------- ----- ---- ------ ------ --- ---- .-----RAFTERS ----- -- - - ---- - ------- --- -- -- -- --- `� P,,<+A I�2G i 1x4 HORIZONTAL PANELING PAINTED ON 3/8"GWB 4 1X4 TRIM EXISTING SHINGLES -� ON 1 1/2" FURRING PAINTED P � �237"�' -� ON EXISTING 2"X 4"STUDS @24"O.C. 3'-0" 1'-9" ` Tfi OF 1 � 5 1/2" MINERAL WOOL BATT INSULATION R23 L i Ak�, BETWEEN STUDS "I � C I{II 1X4 PANELING, PAINTED ON 3/8 GWB I ir' 31: PROJECT .g Turturro Les haw HW FLOORING o0 ON 2X6 PLYWD SHEATHING Apartment Alteration ON 2X6 SLEEPERS @16"O.C. �'�!i", (I°{�.' '('-� 'I i ON EXISTING CONCRETE SLAB LLL First Floor ;. 5 1/2" MINERAL WOOL BATT INSULATION `' Ilil Building Sections thru j Barn Floor Raised gBarn a - - - - - - - - - - - _ Barn 3 IooOr a _- - - ---' I Project number 21017 I I i--- -- ---€ I -I --- ----� --- - -- - - ; , — Date 4/13/2021 - - i = I ill lil lil li il 'i ill ICI lil iil IIIiiilil IIIIIIi i ( I li ( II _ — I - - I i� Drawn by HA Q Checked b T --9-f� � " — — — � i i I i --�I I—III III III III III III III III III III III I I t III III III LI I _III III III III I I y Gg o as N IE EI 0 I=I I I= I �=I I E�I I E 1=� I EI F9 EEI I I= =I I I=1 I I I I C\1 A. 05 c" 7-7 — _ — — — - Scale 1/2" ROO NEW ROOF CONST. AT APT. LOCATE NEW RAFTERS FOR NEW EXTENSION: CONST. AT APT. �+ EXTENSION: CONTINUOUS RAFTERS ASPHALT EXTENSION: studio a/b architects 4 A. 1 3 A•2 ASPHALT ROOFING 1 A■3 ARRANGEMENT FROM ON ASPHALT 2 �� 2 B.• 1 B. 1 .6 B.2 651 West Main Street, A.06 ON ASPHALT FELT EXISTING ON HUNTER PANEL COOL-VENT 5" A.04 A.06 Riverhead, NY 11901 ASPHALT R I I3 ON HUNTER PANEL COOL-VENT 5" A.04 ON 2" RIGID INSULATION ON TPO OR EQ. WATERPRROFING ON 2" RIGID INSULATION METAL FLASHING WEAVING ON 5/E"SHEATHING 631 591 2402 ON 3/4" PLYWD SHEATHING ON 5/8"SHEATHING EXISTING ASPHALT ON 2X5 RAFTERS, EXPOSED IN 631 323 1426 ON 2X12 RAFTERS, @16"O.C. ON 2X6 RAFTERS, EXPOSED IN SHINGLES glynis@studioabarchitects.com ROOM @16"O.C. ROOM @16"O.C. 3" CLOSED CELL SPRAY EXISTING ROOF CONST. ( 2x6 STUDS WALL 3"CLOSED CELL SPRAY FOAM R19 PLUS mailing address: FOAM R19 PLUS WITH 7 1/4" R25 MINERAL 7 1/4" MINERAL WOOL BATT INSULATION R30 PO Box 444, Orient, NY 11957 7 1/4" MINERAL WOOL BA WOOL BATT INSULATION TOTAL R49 INSULATION R30 =- TOTAL R49 I EXPOSED RAFTERS client: 1X4 PINE PANELING B,3 Joan Turturro, JOTAS CORP. }; PAINTED . PAINTED site address: y 1000 Village Lane Orient, NY 11957 2x6 STUDS WALL 2X4 STUDS INTERIOR PARTITION 11 WITH 7 1/4" R25 MINERAL SURFACE FLUSH TO WOOL BATT INSULATION EXTERIOR 2x6 WALL ABOVE tax map#: 1000-25-1-18 I I I � � I (2)-1 3/4"x 5 1/2" LVL HEADER 2x6 STUDS WALL WITH 7 1/4" R25 - (2)-1 3'4"X 7 1/4" LVL HEADER MINERAL WOOL M o BATT INSULATION 2x4 STUDS WALL 1" RIGID INSULATION CONTINUOUS ON WRB First Floor — — ON SHEATHING WITH 3 1/2" R15 MINERAL WOOL- '-0" BATT INSULATION I i � i]LLi i i —Barn Floor Raised _ _ _ _ _ Barn Floor Raised Barn Floor - -3' - 0" I i I=1 I I1 NEW FOUNDATION EXISTING FOUNDATION WALL PROVIDE ACCESS OPENING TO NEW CRAWL SPACE No. DescripE-Ttion Date _ I CRAWL SPACE KV - - -6' - 3" \® = = I=-II1 = =III II1 ► �= _ I — -a.- — _ _ - - i i SOUL 2 Section thru Connection Steps 3 Entr 1= X.2 4 3 A.06 A.06 A'2 ASPHALT ROOFING I ! i ON TPO OR EQ. WATERPRROFING ' I ; 12'- 11 1/4"+/- 4'-0" ON 3/4" PLYWD SHEATHING 2 I ON 2X12 RAFTERS @16"O.C. ;i A.06 1 3/4"X 11 1/4" LVL AS REQUIRED SCRAB EXISTING RAFTERS 3"CLOSED CELL SPRAY RIDGE BEAM FOR NOT TOUCHING NEW ROOF B-3 FOAM R19 PLUS 7 114" MINERAL WOOL BATT INSULATION R30 8. 1 .6 8.3 I TOTAL R49 � N � � I +! � i ! ! I I ', it ! i - : - • • , . . . Barn Roori;(L[)K); I� I j ; West Entry q�D ARC ! i I I I I o I I ! i i .•,. ,• .. •- - . ,- `� �5�� tCJ AR,/ y/'��`+`�, RELOCATED DECK • - PAT A - < � I I CH S NEEDED 0 2 I .. I , 0 023,8 J�O (2)-1 3/4 X 5 1/2" LVL �- • HEADER, TYP. oo ! w 2x4 STUDS WALL 0 2x4 STUDS WALL 10 -4 1/2 j 1" RIGID INSULATION N z N Q "! 0'-4 1/2 2'-0" I 4 9 1/2" w 1 RIGID INSULATION I- CONTINUOUS ON WRB ti CONTINUOUS ON WRB ON SHEATHING WITH 3 U l ON SHEATHING WITH 3 1/2" R15 MINERAL WOOL z `° 1/2" R15 MINERAL WOOL BATT INSULATION Q HW FLOORING j w ON 3/4" SHEATHING O BATT INSULATION PROJECT - — — — B.2 ON 2X10 JOISTS @16"O.C. a- i i — i — rt ro w Apartment Alteration I I I I ! — — — — — — — il i o i � I I � Barn Floor Raised : I - 1 -0 1,-0 -0 1 -0 .... ........... ......... ' I i i N ' ' I — -- - _----------------- -- - _ _ - _c - - - - - _ - - - ■ i M i i _ Connection Part �+ — — --- — 7 114" MINERAL WOOL _ BATT INSULATION - Details is _ ! R25 SHOULDER --- - - --------------5'-4" ._.... -- ------------------ -------------------- Bedroom----------- -RECEIVING _. .._.. ...... ---- 2X10 JOISTS _.._.._....__..... ... ..............._ -. . . ... — — 2"CONC. SLAB ON DAMPPROOFING �y CRAW L SPACE — - — _ Project number 21017 A• 1 ®J-- — ,; a� 1 1 IIII — I Date 4/13/2021 Ill— I Drawn b WrNLy HA _VIITH SHO�ER i ---- - Checked by GB South-North — — — — — — a 1 Floor Plain - Callout 1 4 Stretch_ — = FOR SHALLOW TO GRADE WALL = _ _ = = —III IIIIIIIIIIIIIIIIIIIIIIII—III—III II III—IIIIIIIIIIII—III—III IIIIIIIII—III IIIIIIIIII Lem Scale 1/2" = 1'-0" V_ 0 v N O A C � i TOTAL ROOM AREA NET: tf_ � 115.00 SF q d AREA MORE THAN 7 CEILING HT: C :3 w 75.18 SF o m oz z= 65.4%(>50% OK) in 00 < ( ti Y.1 — W%_ Q C N O B.2 7�Z < 2 J C -0 O A.06 B.1 .6 - — REo Al? Q�y ��� �pvCl A � t�` X.2 �� �� �,, E U rn 4 3 N w A.06 A.06 v -�T 2378 (A-1 FF � o � a First Floor Reflected Ceiling Plan- Connection Area Callout 1 1/4" = 1'-0" Door Schedule Paint Types studio a/b architects Mark Room DoorType Dim Product Finish Lock Set Handle Note Paint Product 651 West Main Street, Type Application Hue 1 st Coat Fnish Coat Riverhead, NY 11901 1 Entry Half Glass In-swing Door 36"x 80" TBD Entry Color 631 591 2402 631 323 1426 2 Entry Full Glass In-swing Door 5'-x 80" TBD Entry A Interior Gypsum Wallboard Latex Flat Benjamin Moore Eco Spec Interior Latex Primer(231). Spot 2 coats, Benjamin Moore Eco Spec Interior Latex Super white glynis@studioabarchitects.com 3 Bedroom Sliding Patio Door 5'- 11 1/4"x 6'-7 1/2" (Reuse sen 200 NLGD6068R Repaint red exterior, White interior Existing Existing Reuse existing prime as needed for the repaint. Flat(219) (Reuse existing) B Interior Gypsum Wallboard or Wood Latex Semi-Gloss Benjamin Moore Eco Spec Interior Latex Primer(231). Spot 2 coats, Benjamin Moore Eco Spec Interior SEMI Super white mailing address: 4 Barn Room Slidincl Patio Door 4-panel 11'-9"x 6'-7 1/2" Andersen 200 prime as needed for the repaint. GLOSS (224) PO Box 444, Orient, NY 11957 NL C Interior Ferrous Metal Latex Eggshell BENJAMIN MOORE IRONCLAD LATEX LOW LUSTRE 2 coats, BENJAMIN MOORE REGAL 5 Barn Room Sliding Patio Door 7'-11 1/4"x6'-7 1/2" Anddersenersen 8 2000 NLGD8068L METAL&WOOD ENAMEL (363) EGGSHELL FINISH (N319) 6 Barn Room Exterior Panel In-Swing 36"x 80" TBD Entry D Exterior Wood Weathered Finish Bleaching Oil 1 coat, CABOT BLEACHING OIL 3241 WEATHERED client: Door E Exterior and Interior Wood Clear UV Protective Water Base Ecoprocote AcriSoy by Eco Safety Products Clear Joan Turturro, JOTAS CORP. 7 West Bathroom Interior Panel In-Swing 36"x 80" TBD Bed & Bath Sealer Clear Sealer, No Sheen (www.ecoprocote.com, 877 366 7547) Door F Exterior and Interior Wood Clear Gloss Ecoprocote Eco-Tuff'm High Traffic Flex Clear Wood Finish 2 or 3 coats, Eco-TuffIm High Traffic Flex Clear Clear site address: 8 Entry Closet Double panel Swing Door 48"x 72" TBD Closet Finish for High Traffic by Eco Safety Products(www.ecoprocote.com, 877 366 Wood Finish 9 Bedroom Pocket Door 36"x 80" TBD Flush Pull 7547) 1000 Village Lane 10 Bedroom Closet Pocket Door 30"x 80" TBD Bed & Bath, Sliding Flush Pull G Interior Wood Stained Water Based Stain Ecoprocote TimberSoy by Eco Safety Products 1 coat Ecoprocote AcriSoy(no sheen),-or Orient, NY 11957 Door Latch (www.ecoprocote.com, 877 366 7547) Eco-Tuff High Traffic Clear Coat(gloss) by Eco 11 Utility Interior Panel In-Swing 36"x 80" TBD Closet Safety Products(www.ecoprocote.com, 877 366 Door tax map#: 1000-25-1-18 7547) 12 Closet Interior Panel In-Swing 30"x 80" TBD Closet Door 1 13 USPS Exterior Panel In-Swing 36"x 80" TBD Entry match existing Door 4 IDen Full Glass In-swing Door 30"x 80" TBD Entry Tile Types 15 Pantry Pocket Door 32"x 80" TBD Flush Pull Tile# Application Tile Type Tile Product A 1"x1" Recycled Glass Mosaic Tiles, cream Cooltiles Vidrepur Glass Mosaic Nieblas Collection Recycled Glass Tile Cream-(VID-36956 ) B 1"x1" Recycled Glass Mosaic Tiles,white Cooltiles Vidrepur Glass Mosaic Anti-slip Collection Recycled Glass Tile in White Slip-Resistant-(VID-36999) Window Schedule antislip C 1"x1" Recycled Glass Mosaic Tiles, white Ivory Cooltiles Vidrepur Glass Mosaic Lisos Collection Recycled Glass Tile in Ivory-(VID-36933 ) Type D 1"x1" Recycled Glass Mosaic Tiles,white Cooltiles Vidrepur Glass Mosaic Lisos Collection Recycled Glass Tile in White-(VID-36930) Mark qty Product Dimentions R.O. Finish Glazing Sill Height Head Height Comments Vidrepur Glass Mosaic Lisos Collection Recycled Glass Tile Mesh Backed Sheet in White-(VID-36930 ) H 12"x12"slate tile Daltile Slate Brazil Green or equal 1 6 Andersen 400 TW28310 2'-9 5/8"x 4'-0 7/8" 2'- 10 1/8"x 4'-0 Exterior white, Low E4, Stormwatch 2'-0 1/2" 6'- 1 3/8" Heights above Apartment Floor J Stone mosaic tile, Onyx Cooltiles Clear View Split Face Ice White Staggered(CV-52175 ) 7/8" Interior white K Stone mosaic tile,white Cooltiles Clear View-5/8"Small Mosaic Tile Thassos White Tumbled-(CV-51934 ) 2 3 Andersen 400 A281 2'-7 1/2"x 2'-0 1/8" 2'-8"x 2'-0 5/8" Exterior white, Low E4, Stormwatch 4'-2 3/8" 6'-2 1/2" Heights above Raised Barn Interior white Floor 3 1 Andersen 400 AXW51 5'- 11 7/8"x 2'- 11 6'-0 7/8" x 3'-0 Exterior white, Low E4, Stormwatch 3'-2 9/16" 6'-2 1/2" Heights above Raised Barn 15/16" 1/2" Interior white Floor 4 1 Andersen 400 C1 16 2'-0 1/8"x 5'- 11 7/8" 1'-9"x 6'-0 3/8" Exterior white, Low E4, Stormwatch 0'-8 5/8" 6'-8 1/2" Heights above Raised Barn Interior white Floor Exterior Finish Schedule 5 1 Andersen 400 TW210310 2'- 11 5/8"x 4'-0 7/8" 3'-0 1/8"x 4'-0 Exterior white, Low E4, Stormwatch 9'-3" 13'-3 7/8" Heights above Raised Barn 7/8" Interior white Floor Construction Exterior Finish Color Notes 6 2 Andersen 400 TV112836 2'-9 5/8"x 3'-8 7/8"' 2'- 10 1/8"x 3'-8 Exterior white, Low E4, Stormwatch 2'-0 1/2" 5'-9 3/8" Heights above Apartment Floor 7/8" Interior white Existing Foundation wall Parged light gray New Foundation wall Parged light gray Wall New cedar shingles and Existing, painted(Barn Barn red to match existing Exposure to match existing (alternate wide and narrow) Red to match existing) Trim 1x4 painted (Barn Red to match existing) Barn red to match existing No. Description Date Soffit PVC soffit board white 1 Revision 1 5/7/21 Insulation Schedule Fascia 1x6 painted (Barn Red to match existing) Barn red to match existing Construction Location Construction Material Thickness, R value Note Porch Column 4x4 Cedar Bleaching Oil weatheredNew Roof Asphalt shinles; Connection Part:Asphalt color to match existing shingles on TPO(or eq.)sheet membrene Apartment Extension Roof/Ceiling3 Exposed 2x6 Rafters Continuous hybrid rigid insulation over roof structure Hunter Cool-Vent 5"Panel, R20.5 plus 2" rigid insulation R10, total R=30.5 Deck 5/4 x 4 Cedar To be protected with wood clear sealer Connection part Roof GWB ceiling on 2x12 Rafters Closed Cell Spray Foam and Mineral Wool Batt 3"Closed Cell Spray Foam R19 plus 7 1/4" Mineral wool Batt R30, total R=49 Insulations between rafters Barn Roof 1x4 batten on 1x4 Paneling on 2x12 sistered to existing Rigid Insulation and Hunter Panel H-Shield NB between 6" Rigid Insulation R30 plus 4" Hunter Panel H-Shield NB R21.1,total R=51.1 2x6 rafters rafters Apartment Extension Wall 2x6 studs wall Mineral wool Batt insulation between 2x6 studs 5 1/2" Mineral Wool Batt Insulation R23 Connection part Wall 2x4 studs wall Continuous Rigid Insulation out side of sheathing and 1"continuous Rigid Insulation R5, and 3 1/2" Mineral Wool Batt Insulation R15, Mineral Wool Batt Insulation between 2x4 studs total R=20 Barn Wall Existing 2"x4"studs wall, w/ 1 1/2" Furring Mineral Wool Batt Insulations between furred studs 5 1/2" Mineral Wool Batt Insulation R23 Room Finish Schedule Apartment Extension Floor 2x10 joists Mineral wool Batt insulation between Joists 5 1/2" Mineral Wool Batt Insulation R23 Connection part Floor 2x10 joists Mineral wool Batt insulation between Joists 5 1/2" Mineral Wool Batt Insulation R23 Finish Barn Floor 2x6 Sleepers on existing concrete slab Mineral wool Batt insulation between Sleepers 5 1/2" Mineral Wool Batt Insulation R23 Room# Room Name Floor Base Trim Wall Ceiling Comments Shim space around window and door Fill all along the shim space with flexible spray foam insulation 1 Bedroom HW flooring to match existing Match existing Match existing Pine Paneling to match existing; Paneling, 2x6 rafters Partiton around Bathroom Mineral wool Batt sound insulation between 2x4 stud­si New partition 1/2"GWB painted exposed, painted (Type B)to (Type A) match existing 2 Den existing, patch as needed existing, patch as existing, patch as existing, patch as needed; New existing, patch as needed needed needed partition 1/2"GWB painted(Type A) 3 Walk-in Clo. existing, patch as needed existing, patch as existing, patch as existing, patch as needed; New existing, patch as needed needed needed partition 1/2"GWB painted(Type A) 4 Utility existing, patch as needed existing, patch as existing, patch as existing, patch as needed; New existing, patch as needed needed needed partition 1/2" GWB painted(Type A) 5 West Entry HW flooring to match existing Match existing Match existing 1/2"GWB painted (Type A) 1/2" GWB Painted (Type A) 6 Barn Room HW flooring to match existing Match existing Match existing Pine Paneling to match existing in Paneling, 1x4 Batten, painted (LDK) Apartment; New partition 1/2"GWB white(Type B) painted (Type A) 7 West Bathroom Tile (Type B) Bullnose Tile (Type A) Match existing Tile (Type A), WR GWB painted 1/2"GWB Painted (Type C) (Type C) 8 Pantry HW flooring to match existing Match existing Match existing Pine Paneling to match existing in 1/2"GWB Painted (Type A) Apartment; New partition 1/2"GWB painted (Type A) �5���t��AR! 1 CC '4�� 0237a� ICJ OF PROJECT Tu rtu rro/Les h aw Apartment Alteration Schedules Project number 21017 Date 4/13/2021 Drawn by HA Q Checked by GB N M O A . 07 C1 N Scale L, GENERAL NOTES: (AS PER CODE STATE OF NEW YORK) DESIGN CRITERIA studio a/b architects THE FOLLOWING NOTES ARE TYPICAL, REFER TO ATTACHED DRAWINGS FOR APPLICATION TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA 1. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. CONTRACTOR SHALL CHECK ALL DIMENSIONS AND GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD 651 West Main Street, SNOW SPEED DESIGN DESIGN UNDERLAY HAZARD (h) Riverhead, NY 11901 CONDITIONS AT JOB SITE. ANY DISCREPANCIES OR OMISSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLED TO THE ATTENTION OF THE RECORD ARCHITECT AND SAME CORRECTED WITHIN (5) DAYS AFTER CONTRACT HAS BEEN LOAD (i) (mph) CATEGORY WEATHER- LINE TERMITE DECAY TEMP. (f) REQUI-MENTRED 631 591 24 AWARDED. OTHERWISE CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME. (g) (c) (d) REQUIRED gly 3231426 DEPTH(b) glynis@studioabarchitects.com 2- 1/2" BOLTS 2. CONTRACTOR AND/OR SUBCONTRACTORS SHA'_L BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK 20 Ibs 130 C SEVERE T-0" MODERATE SLIGHT TO 11 YES N/A mailing address: DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, DISTORTIONS AND MISALIGNMENT ACCORDING TO ALL TO HEAVY MODERATE!, PO Box 444, Orient, NY 11957 ° APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 3. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE DESIGN LOADS client: LATEST EDITION OF A.S.T.M. SPECIFICATIONS WHERE APPLICABLE AND SHALL CONFORM TO THE STANDARDS AND ° ®° � � � RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES (A.C.I., A.I.S.C., S.J.I., ETC.)ARE APPLICABLE. ALL MATERIALS USED IN LOCATION LIVE DEAD DEFLECTION LIMIT �I Joan Turturro, JOTAS CORP. CONNECTION WITH THIS PROJECT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED. SLEEPING 40LBS 10LBS L/360 �� ` ` �` 4. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING ROOM OTHER THAN SLEEPING 30LBS 10LBS L/360 ���d`J�� site address: MATERIALS. ATTIC (NON STORAGE) 10LBS 5LBS L/240 GO Village Lane Orient, ATTIC (STORAGE) 20LBS 10LBS L/240 5��� �� Orient, NY 11957 5. CONSTRUCTION TO CONFORM TO NYS BUILDING CODE, ENERGY CONSERVATION CODE, FIRE CODE, PROPERTY ° MAINTENANCE CODE,PLUMBING CODE, MECHANICAL CODE, FUEL GAS CODE, TOWN OF SOUTHOLD CODES, AND ALL OTHER ROOF W/FIN. CEILING 20LBS (SNOW) 15LBS L/240 CODES AND REGULATIONS HA\/ING JURISDICTION. ROOF NO FIN. CEILING 20LBS (SNOW) 7LBS L/180 Simpson Strong-Tie tax map#: 1000-25-1-18 SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR, AS A FUNCTION OF ROOF ABU44 6. THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. WHEN PITCH. TYPICAL ABU INSTALLATION TYPICAL BOLTS CONNECTION BUILDING IN ANY JURISDICTION, EITHER INSIDE OR OUTSIDE THE CODE,VARIATIONS MAY BE REQUIRED. IT IS THE RAFTER SIZES MAY HAVE TO BE INCREASED TO ACCOMMODATE HIGHER SNOW LOADS. RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR WIND BORNE DEBRIS PROTECTION (NTS.) ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED, Typ. Structural Det. Post Girder 7. CONTRACTOR SHALL LOCATE PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTACT ALL UTILITY n Typ. Structural Details Post Base n Connections1 COMPANIES IF RELOCATION IS REQUIRED AND/OR REPAIRS. FASTENER SPACING N.T.S. 8. THROUGH 11. (NOT USED) FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT <4 FOOT < PANEL SPAN < PANEL SPAN 12. ASSUMED SOIL TO BE SAND OR GRAVEL, WITH MINIMUM TRACES OF DRY CLAY, WITH A MINIMUM BEARING CAPACITY OF 2 <6 FOOT <8 FOOT TONS/SQ. FT. 2 1/2"#6 WOOD SCREWS 16" 12" 9" ALUMINUM FLASHING LINE OF 13. CONCRETE TO BE PLAIN, UNREINFORCED, MINIMUM 2500 PSI, 28 DAY SOIL TEST, PREDICATED ON THE ABOVE SOIL 2 1/2"#8 WOOD SCREWS 16" 16" 12" HOUSE CONSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO BE ASSUMED AND THE FOUNDATION a. THIS TABLE IS BASED ON 130 MPH WIND SPEED AND A 33-FOOT MEAN ROOF HEIGHT. MUST BE REDESIGNED. INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN,WHICH IS THE b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER. c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS DECKING FASTENER d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE ATTACHED UTILIZING 14. STRUCTURAL STEEL TO BE ASTM A36. DETAILED, FABRICATED AND ERECTED PER AISC. VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. e. WHERE MULTIPLE PANELS ARE NEEDED, USE 2X4 ALONG THE PANEL JOINT TREATED NAILER PLATE 15. ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC., TO BE DOUGLAS FIR LARCH NO.2 OR BETTER BOLTED TO HOUSE (UNLESS NOTED OTHERWISE) SEE DWG FOR EXACT SIZE Lumber Design Criteria NAILING SCHEDULE Visually graded lumber JOIST Douglas Fir Larch (#2 Surfaced Dry or Green @ 19% maximum moisture content) AS PER AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS SEE DWG FOR EXACT SIZE All values and factors are from the National Design Specifications for JOINT DESCRIPTION I NUMBER C NAILS NAIL SPACING BEAM AND Wood Construction NDS-2001. STRAP ROOF FRAMING 3/8"X7" LONG HOT DIPPED GALVANIZED LAG BOLT Extreme Fiber Stress in Bending (Fb) RAFTER TO TOP PLATE (TOE- NAILED) 3-10d PER RAFTER w. WITH MATCHING WASHER, Single Members Repetitive use Factor Bending Stress CEILING JOIST TO TOP PLATE TOE-NAILED 3-10d PER JOIST 2 D STAGGERED @16"O.C. INTO JOIST Member Fb (psi) Cf Fb(psi) Cr Fb(psi) ( ) END ,, ` Me 850 x 1.30- 1105 x 1.15 - 1271 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 4-16d EACH LAP DISTANC 2x62x8 850 x 1.20= 1020 x 1.15= '1173 CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 4-16d EACH LAP E o ijo No. Description Date 2x10 850 x 1.10= 935 x 1.15= '1075 COLLAR TIE TO RAFTER (FACE-NAILED) 3-8d PER TIE GALVANIZED METAL JOIST HANGER 2x12 850 x 1.00= 850 x 1.15= 978 BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END (SIMPSON OR EQ.) Horizontal Shear Stress = Fv x CH = 190 psi RIM BOARD TO RAFTER END-NAILED 2-16d EACH END Modulus of Elasticity = 1.60E+06 psi WALL FRAMING TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d* PER FOOT 16. ALL LAMINATED VENEER LUMBER (LVL) SHALL MEET THE AMERICAN PLYWOOD ASSOCIATION (APA) ENGINEERED WOOD TOP PLATES AT INTERSECTIONS (FACE NAILED) 4-16d JOINTS- EACH SIDE JOIST NAILER PLATE DETAIL SYSTEM (EWS)STANDARD PRL-501 WITH A STRESS CLASS OF 1.8E-2600F. STUD TO STUD (FACE-NAILED) 2-16d 24"O.C. SIMPSON LSTA Ca) RIDGE (NTS.) (NTS.) 17. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF HEADER TO HEADER (FACE-NAILED) 16d 16"O.C. ALONG EDGES APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO IDENTIFIED BOTTOM PLATE TO FLOOR JOIST,BAN DJOIST,ENDJOIST, OR BLOCKING 2-16d PER STUD n Typ. Structural Det. Ridge Connection1 n Typ. Structural Det. Deck Ledc,�er1 18. ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A BY AN APPROVED TESTING AGIENCY. (FACE-NAILED) .� BOTTOM PLATE TO FLOOR JOIST,BAN DJOIST,ENDJOIST, OR BLOCKING 2-16d*A PER FOOT 1" = 1'-0" �' N.T.S. (FACE-NAILED) MINIMUM THICKNESS OF 15/32". THE PANELS SHALL BE APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS. FLOOR FRAMING 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 WITH A SPAN RATING CONSISTENT WITH ITS INTENDED USE AND A MINIMUM THICKNESS OF 15/32" (19/32" FOR FLOOR BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END SHEATHING). BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END 20. THROUGH 30. (NOT USED) BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST SIMPSON H4 31. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST @EVERY STUD 32. ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL. BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST SIMPSON H10 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d* PER FOOT @EVERY STUD 33. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER SQUARE FOOT WITH A MINIMUM OF T-0"COVER. ROOF SHEATHING 34. PIER FOOTINGS SHALL EXTEND 6" FROM FOUNDATION ON ALL SIDES AND SHALL BE 12"THICK. STRUCTURAL PANELS 10d 6" EDGE/6" FIELD 2-8d PER SUPPORT 35. ALL EXTERIOR FRAMING, AND INTERIOR FRAMING DIRECTLY CONTACT TO CONCRETE OR MASONRY, SHALL BE ACQ 3-8d PER SUPPORT TREATED LUMBER. FASTENERS TO USE WITH THE TREATED LUMBER SHALL BE STAINLESS STEEL, OR OTHER APPLICABLE MATERIAL. WALL SHEATHING , 36. ALL HEADERS TO BE(2)2 X 8 UNLESS OTHERWISE STATED. STRUCTURAL PANELS 8d 1" EDGE/ 12"FIELD GYPSUM WALLBOARD 5d coolers 7" EDGE/ 10"FIELD 37. ALL HEADERS TO BE SUPPORTED BY DOUBLE STUDS (TYP), UNLESS OTHERWISE STATED. 38. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS CEILING @EVER SIMPSON RUNNING PARALLEL TO SAME. GYPSUM WALLBOARD SHEATHING 5d coolers 7" EDGE/ 10"FIELD @EVERY STT UD, SIMPSON LTS _ 39. BRIDGING TO BE EITHER SOLID, 1"X 3"OR 18 GA. CROSS BRIDGING, MIN 8'-0"O.C. @EVERY STUD Ac C/.,� FLOOR SHEATHING SIMPSON SP2 s P�_ ,_,I 40. ALL STRUCTURAL WOOD SHALL BE KEPT 2" BACK FROM CHIMNEYS. _>,.: I/ C" STRUCTURAL PANELS @EVERY STUD cu SIMPSON H2 41. JOISTS HANGERS, ETC. TO 13E "SIMPSON STRONG TIE" OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. 1"OR LESS 8d 6" EDGE/ 12"FIELD @EVERY STUD to a, ,rFl GREATER THAN 1" 10d 6" EDGE/6"FIELD SIMPSON SP4 `'` ',.V:' '.'i.,� 42. FIRE BLOCKING TO CODE R602.8. � = a SIMPSON H7 @EVERY STUD �T 0237a� * NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"O.C.. AT PANEL EDGE. IF WALL SHEATHING IS @EVERY STUD y7 NAILED 3"O.C..AT PANEL EDGEROOMS OTHER THAN SLEEPING TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING 43. INSTALL WALL TO FLOOR AND WALL TO WALL CONNECTION STRAPPINGS ON THE EXISTING SHEATHING AT EVERY STUDS REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR ALTERNATIVE WALL TO ROOF CONNECTIONS, ALTERNATIVE WALL TO ROOF CONNECTIONS, PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH STUD SPACING SAME AS TRUSS/RAFTER SPACING STUD SPACING DIFFERENT FROM TRUSS/RAFTER SPACING 44. INSTALL HURRICANE TIES AT EVERY RAFTERS, IF NOT EXISTING ^ WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL (NTS.) (NTS.) BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. Typ. Structural Det. Wall to Roof n Connections1 1/2" = 1'-0" WALL OPENING MEMBER SCHEDULE PROJECT ROUGH OPENING HEADER HEADER TO NUMBER OF SILL SILL TO WALL SIMPSON Tu rtu rroles h aw SPAN WALL JACK STUDS CONNECTION CONNECTION CS EVER20, STUD Apartment Alteration 8 >=W> 6' (2)-2X12 OR 8-16d END- (1)-2X6 (2)-2X6 (3)- 16d @ (2)-MICRO 13/4"X NAILED TOE-NAILED 9 1/4"OR LARGER 6' >=W> 4' ((2)-2X10 OR 6-16d END- (1)-2X6 (2)-2X6 (3)- 16d SIMPSON HTS16 TWIST STRAPS LARGER NAILED TOE-NAILED COMPLIES WITH TABLE 3.313 4' >-W (2)-2X8 OR 4-16d (1)-2X6 (2)-2X6 (2)- 16d WFCM-1995 Typical Structural LARGER TOE-NAILED (16) 10D NAILS REQ'D (6) 12"SIMPSON CS20 TIES Details COMPLIES WITH TABLE 3.313, WFCM-1995 SIMPSON SIMPSON STRONG TIE Project number 21017 LTP4 HEADER TO JACK POST Date 4/13/2021 @EVERY CONNECTION DETAIL (NTS.)STUD (NTS.) Drawn by HA M Typ. Structural Det. Wall to Floor Typ. Structural Det. Wall Opening Checked by GB M CD n Connections1 n Connections1 -1/2' = T-0" _ S . 01 N 1/2 - 1 0 Scale As indicated studio a/b architects 651 West Main Street, Riverhead, NY 11901 EXISTING 2X6 (OR 2"X 6") RAFTERS TO REMAIN 631 3231426 AS EXTENDING TO EAVES glynis@studioabarchitects.com 2X12 SISTERED RAFTERS NOT TO EXTEND TO EXTERIOR mailing address: PO Box 444, Orient, NY 11957 2X12 RIDGE BOARD client: ..................................- _..,_._--___- Joan Turturro, JOTAS CORP. X.2 X.2 site address: 1000 Village Lane X.1 X. 1 4 3 1 Orient, NY 11957 A06 A06 A04 --- — '-- I tax map#: 1000-25-1-18 ._........... i EXISTING (3)-CEILING JOIST@4'-0"O.C. 1 3/4"X 11 1/4" LVL ----- ; RIDGE BEAM O _ 2X12 RAFTERS TO BE CUT AT EAVES TO 2X6 SIZE, TYP. I 1 BOO_ (2)-2X6 RIM BEAM Q�� A.2 A.3 A.05 f^4�,� i 4X4 COLUMN BELOW t vJ'40 V i! co � B.3 B.3 �0 (3)-2X4 COLUMN TO SUPPORT RIDGE BEAM (2)-2X6 BOLTED TO 4X4 COLUMN �O� ` i 2X6 RAFTERS ABOVE TERRACE O G � — i n i : io ______. i l �o BOO G t 2X616 0 G (2)-1 3/4"X 5 1/2" LVL TOP PLATE @ 2X6 RIDGE BOARD !.._----- _____.__._____...._._. ( )-1 3/4 X 5 1/2 LVL TOP PLATE . . ._............. �........ ...... d t., ....... — — — — — — UP : No. Description Date A. 1 A.3 A.4 A. 1 A.3 EXISTING EXISTING Floor Decking Layout Roof Deckin Layout 1'-0" 3 1/8" = 1'-0" 4X4 ACQ OR CEDAR EXISTING CONCRETE MASONRY COLUMN BASE FOUNDATION 6"ABOVE EXISTING CONC. SLAB 10" DIA. CONCRETE CYLINDRICAL PILE 1" BELOW NEW BARN F.F. I X.1 Z - .:.. 4 1 I TOP OF FOUNDATION 3" BELOW NEW BARN F.F. ��D ARCh, TOP P OF SHOULDER TH INNER D12R1/4" j ' r; -� ` y UNDISTURBED SOIL, OR 4-6" COMPACTED GRAVEL %`��� �,AR/ BELOW NEW BARN F.F., FOR I' - �` ���...,". I b,..a.. ..Ea•;11 , EXISTING CONCRETE , 2X10 JOISTS INSTALLATION ur vP. SLAB ON GRADE 2 ; _, y ! 1 TOP OF FOUNDATION 12 1/4" BELOW 4 T . Structural Det. Column Foundation , tq�s'f > E �1 Yp A.05 N.T.S. ,>. ..i A.2 NEW BARN F.F. TERMITE SHIELD s� 0- ,k ,-.. OF N� TCf]1IIITC C LJICI 5/8' DIA ANCHOR BOLT 48"O.C. MAX — B.3 g 5/8" DIA. ANCHOR BOLT @ 70"O.C. max. @ 15" MIN. INTO GROUTED CELLS 7" MIN. INTO CONC. NOT MORE THAN 12" FROM CORNERS, NOT MORE THAN 12" FROM CORNERS, TOP OF FOUNDATION 3" BELOW NEW TYP. TYP. BARN F.F. 2-#4 REBAR @ O C IN GROUTED CELL P 244 REBAR @ 8"O.C. ( ................ ._.._...� z z GROUTED CELL � k Y. 1 TYP. ROJECT i _ w� ,.c, 6 2 ao 0o P g ' ,/. i : �/�' �' . , /` WATER PROOFING, TYP.41 2 %,. , ., : %/: . rro/Les h aw A.06 ... 14' ✓/�i,.,� .r�/j i �i � /.: /� 24 REBAR CONT. TYP. 0 I l�� iti/,�i� �i�i�/ i� WATER PROOFING, TYP. �i. /�r.��,�i�/ /,�itii.,.:! @12"O C _ 244 REBAR @12"O.C. CONT. TYP. Apartment 1 lel It Alteration TOP OF FOUNDATION �� � 5'-0" z - z -- 2" RAT SLAB 3" BELOW NEW BARN F.F. 2" CONC. SLAB EXISTING ON UNDISTURBED2" RAT LB ON ORMIL O COMPACTED S DL MPPROOFING g ON a" MIL POLYETHYLENE DAMPPROOFING o O CO C SO o ON UNDISTURBED OR COMPACTED SOIL TOP OF FOUNDATION € M M cO 12 114" BELOW APT. F.F. z (GRAY TONED) �--• a b �� _ Structural Layouts B. 1 2" MIN. 2" MIN. 0'-6"_ _8„ 0'-6" 0'-8" (2" MIN.) (2" MIN.) 12" MIN. FOR 1 STORY BLDG 12" MIN. FOR 1 OR 2 STORY FRAMED BUILDING A. 1 A.3 A.400, DRAIN TILE, TYP. DRAIN TILE, TYP. 3 EXISTING � Project number 21017 A3 ALT. CRAWL SPACE CMU FOUDATION Date 4/13/2021 Typ. Structural Det. Crawl Space Drawn by HA Q 1 Foundation Layout 1/8" = 1'-0" 1/2" 1 10' Checked by GB v M tl S . 02 N 0 N V Scale As indicated LO studio a/b architects 651 West Main Street, Riverhead, NY 11901 631 5912402 631 3231426 glynis@studioabarchitects.com mailing address: PO Box 444, Orient, NY 11957 client: Joan Turturro, JOTAS CORP. site address: 1000 Village Lane MECHANICAL NOTES: Orient, NY 11957 HVAC CONTRACTOR SHALL PROPOSE AND PROVIDE: - ELECTRICAL DUCTLESS AIR CONDITIONING AND HEATING SYSTEM TO COVER BARN ROOM tax map#: 1000-25-1-18 -ELECTRICAL DUCTLESS AIR CONDITIONING AND-HEATING SYSTEM TO COVER APARTMENT BEDROOM EXTENSION. -CEILING MOUNT ELECTRICAL CONVECTION HEATER IN THE NEW WEST BATHROOM, SIZE TO MATCH THE SPACE. X•2 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE X.1 DRAWINGS. 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR DIMENSIONS, LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE CONDITIONS. WHERE HEADROOM OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT D.2 ._. _ G SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO {". •• ;"';.;. "' '€ PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. 4. ALL WORK SHALL MEET OR EXCEED LATEST CODES AND REQUIREMENTS OF NATIONAL, STATE, COUNTY, MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS ' f I PROJECT;ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY x rv" I HAVING JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY RULES AND REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS. 5. ALL WORK TO COMPLY WITH ENERGY STAR RATED HOMES. r' S 6. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE i A•2 A.3 COMPLETION OF THE WORK. 7. CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME ,% 8. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED 9. CONTRACTOR MUST COORDINATE WORK WITH OTHER CONTRACTORS TO COMPLETE WORK. 10. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR iWHERE THERE IS TRADES,ARRANGE SIPACE CONDITIONS OM MAKE AISATISFACTORY I ADJUSTMENT.. IF WORK IS j .a.,,. CHANGES TO THE to ,, ...... ;r;,� � "�._._.............. .........__.. .._......_.........._..; E OWNER. INSTALLED BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY E 11. HVAC CONTRACTOR TOEN INFORM PLUMBER OF ALL NEEDS RE: SYSTEM H HVAC CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TERMINAL POINT TO TERMINAL � i GRAMS FOR ALL WIRING REQUIRING FIELD Description Date G ,.......: , :` .... ... INSTALLATIONS N BY ELECTRICAL CONTRACTOR. B. 1 . 13 Revision 1 5/7/21 .:....... y, . . ... f . :.`, D _..:_:::.:_:.:.:::: .................................... S CONTRACTOR HALL VISIT THE PREMISES ,-,_. --.--- � :..."..............." . . COMPARE SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELFCONDITIONS ALL N DUCTLESS f U' CONDITIONS PRIOR TO THE SUBMISSION OF A BID PROPOSAL. COOLING/HEATING I 14. PROVIDE ALL COMPONENTS SO THAT SYSTEM IS FULLY OPERATIONAL AND BALANCED. EXTERIOR UNIT 15. PROVIDE ALL DRILLING, PATCHING, REPAIRS NECESSARY TO COMPLETE WORK AND LEAVE IN t 4 I SAME CONDITION. 16. SITE TO BE CLEANED AND DEBRIS REMOVED AT END OF EACH . 17 SHALL BE REMOVED FROM THE PROJECT SITE, R TO A I -.._::..,__..:�r . ALL REMOVED EQUIPMENT AND MATERIAL O - - - B. 1 LOCATION AS DIRECTED BY THE OWNER. 18. NO STRUCTURAL ELEMENT IS TO BE CUT OR DRILLED WITHOUT THE ARCHITECT'S APPROVAL. DUCTLESS COOLING/HEATING 19. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE; ALL PIPING SYSTEMS SHALL BE EXTERIOR UNIT IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED EXAMINE CAPACITY. IF NOT ENOUGH ^ WITH TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. A. 1 A.3 FOR COVERING THIS ADDITION, A•4 20. PROVIDE OPERATION AND MAINTENANCE MANUALS FOR ALL EQUIPMENT. PERFORM A PROPOSE ADDITIONAL, AND OR LESSON/LABELING SESSION WITH OWNER FOR OPERATION OF THE INSTALLED EQUIPMENT, REPLACEMENT SYSTEMS AND CONTROLS. n Mechanical Layout 21. ALL EQUIPMENT SHALL HAVE 30"OF WORKING SPACE AND CLEARANCES IN COMPLIANCE W/ 1/8" = 1'-0" CODES. PLUMBING NOTES: X.2 PLUMBING CONTRACTOR SHALL PROPOSE AND PROVIDE: X. 1 -ELECTRICAL TANKLESS HOTWATER UNIT(S)TO PROVIDE ADEQUATE HOTWATER FOR USE IN BATHROOM AND KITCHEN IN THE NEW BARN. -UNLESS OTHERWISE DETERMINED BY OWNER AND/OR ARCITECT, PROVIDE PLUMBING FIXTURE CATALOGS AND CUTS FOR OWNERS SELECTIONS. - - rll&l SID r,. SD Ry, , ,' 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE TANKLESS WATER - I� �'' DRAWINGS.�' CONNECT TO EXISTING WATER SUPPLYw HEATERS �" 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL DRAWINGS FOR ON WALLDIMENSIONS, LOCATIONS AND CLEARANCES. MAINTAIN MAXIMUM HEADROOM AND SPACE STEABEL ELTRON CT SHALL -- "I APPEAR INADEQUATE, ARCHITECT DHC E12 OR EQ. C.O. f S��r �23ia� : ' TO SEPTIC M 3. F DIRECTED BYTE NOTIFIED HE ARCHITECT, MAKE MINOR RE PROCEEDING WITH AMODIFICATIONS IN THE LAYOUT AS NEEDED TO �` F CF PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. C SYSTEM y 4. ALL WORK SHALL MEET OR EXCEED LATEST REQUIREMENT OF NATIONAL, STATE, COUNTY, • MUNICIPAL AND OTHER AUTHORITIES EXERCISING JURISDICTION OF THE WORK OF THIS PROJECT; REFRIGERATOR �`"��Y` ANY PORTION OF THE WORK WHICH IS NOT SUBJECT TO APPROVAL OF AN AUTHORITY HAVING f JURISDICTION SHALL BE PROVIDED IN ACCORDANCE WITH NATIONAL FIRE PROTECTION KITCHEN SINK .. . _.._ .., m ASSOCIATION REQUIREMENTS; COMPLY WITH APPLICABLE UTILITY COMPANY AND Q C U TY CO AN RULES A '`; € REGULATIONS; COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH ACT(OSHA) REQUIREMENTS. 5. SECURE PERMITS AND INSPECTION CERTIFICATES AND TRANSMIT SAME TO THE OWNER AT THE DW COMPLETION OF THE WORK. s 6 INSTALLED AT THE PROPER TIME WITHOUT PROJECT P CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE " Tu rtu rro/Les haw 4a, r., :r � DELAYING THE COMPLETION OF THE ENTIRE PROJECT. T OJ C r. !I' 7 Y.1 __ ___._ _._.___-___ __ - WHERE THERE EVIDENCE T THE RE WITH THE WORK OTHER TRADES, _ Apartment Alteration ..._..... ARRANGE SPACE CONDITIONS TO MAKE A SATISFACTORY ADJUSTMENT IF WORK I INSTALLED _...._" _. ......, -..;. - ".:-.-; . .. r BEFORE COORDINATING WITH OTHER TRADES MAKE NECESSARY CHANGES TO THE WORKTO 1 :.........:. ... 3 MIN.VENT EXTENSION THRU ROOF . ,__ ] ' CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. LAUNDRY ROOF 8. CONTRACTOR SHALL ADOPT EXISTING PLUMBING SYSTEM AND PROVIDE NECESSARY ADJUSTMENT CONNECT TO FOR THE PROPOSED CONFIGURATION. 4L44c UTILITY ; EXISTING LINES W 0 HIND CONTRACTOR SHALL VISIT THE PREMISES TO DETERMINE EXISTING CONDITIONS AND COMPARE I. SAME WITH DRAWINGS AND SPECIFICATIONS AND SATISFY HIMSELF OF ALL CONDITIONS PRIOR TO q UNDER FLOOR I MACHINE sy: I r---r-- THE SUBMISSION OF A BID PROPOSAL. Mechanical and FOR EXISTING KITCHEN I I 10. CONTRACTOR SHALL RELOCATE AND/OR REMOVE OF EXISTING FIXTURES, ALLOCATE AND WC KITCHEN Plumbing L RECONNECT EXISTING VENTS, CAP UNUSED LINES AND CONNECTIONS OF NEW AND REUSEDs ................................................ ..... . . . ................... .. ..................................... .. ...... . . I SHOWER LAVATORY SINK I Layouts .......... _.....:;..._:._. ; ` EQUIPMENT TO WATER, WASTE LINES, VENTS, DUCTS, AND LIKE. - ......-.._............ - - --T--r---T--� 1ST FL 12 R SHALL BE REMOVED FROM THE PROJECT SITE, R TO A i :: B. 1 i i ALL REMOVED EQUIPMENT MATERIAL E, O EXISTING WASTE LOCATION AS DIRECTED BY THE OWNER. UP------�', I I 13. PLUMBING CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TERMINAL POINT TO _ AND VENT .. . .... .� ------ BARN FL FOR EXISTING TERMINAL POINT, COORDINATED AND INTEGRATED WIRING DIAGRAMS FOR ALL WIRING REQUIRING A. 1 A.3 A.4 APARTMENT KITCHEN FIELD INSTALLATIONS BY THE ELECTRICAL CONTRACTOR. Project number 21017 4' WASTE TO 14. ALL EQUIPMENT SHALL BE LABELED WITH SYSTEMS SERVICE; ALL PIPING SYSTEMS SHALL BE WASTEWATER IDENTIFIED AS TO THEIR CONTENTS AND DIRECTION OF FLOW; ALL VALVES SHALL BE TAGGED WITH Date 4/13/2021 SYSTEM TAGS AND VALVES CHART SCHEDULE FRAMED AND WALL MOUNTED WHERE DIRECTED. Drawn by HA Q 15. CONTRACTOR SHALL INSTALL THERMAL INSULATING MATERIAL AROUND ALL HOT AND COLD PIPING. Cl) 16. NEW HORIZONTAL PIPES RUN UNDER FLOOR. PRIOR TO ANY EXECUTIONS, CONTRACTOR SHALL Checked by GB `? n Plumbing Layout 5 Waste Riser Diagram NOTIFY TO THE ARCHITECT, IF ANY DRILLING TO THE EXISTING JOIST OR GIRDER IS REQUIRED. M 1/8" = 1'-0" N.T.S. 17. CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT TIME THAT WILL BE CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. M P ■ N O N Scale As indicated LO studio a/b architects LEGEND 651 West Main Street, Riverhead, NY 11901 631 591 2402 631 3231426 FLUSH MOUNTED PANELBOARD AND CABINET glynis@studioabarchitects.com SURFACE MOUNTED PANELBOARD AND CABINET mailing address: PO Box 444, Orient, NY 11957 O CEILING RECESSED MOUNT LIGHTING FIXTURE • CEILING SURFACE MOUNT LIGHTING FIXTURE O WALL MOUNT LIGHTING FIXTURE client: FLUORESCENT LIGHTING FIXTURE Joan Turturro, JOTAS CORP. LIGHTING TRACK AND FIXTURE ROPE LIGHT site address: 1000 Village Lane �S SINGLE POLE SWITCH Orient, NY 11957 T3 THREE WAY SWITCH DIM SINGLE POLE SWITCH W/DIMMER tax map#: 1000-25-1-18 DUPLEX RECEPTACLE DUPLEX RECEPTACLE PROTECTED BY GROUND CIRCUIT FAULT INTERRUPTER NEXT EXTERIOR DUPLEX RECEPTACLE [7Fc MULTI-OUTLET PROTECTED BY GROUND CIRCUIT FAULT INTERRUPTER SPECIAL PURPOSE OUTLET ® FLOOR DUPLEX RECEPTACLE OUTLET WALL MOUNT SMOKE ALARM SYSTEM DEVICE CEILING MOUNT SMOKE ALARM SYSTEM DEVICE 49 WALL MOUNT CO ALARM SYSTEM DEVICE ® CEILING MOUNT CO ALARM SYSTEM DEVICE {] TELEVISION OUTLET -+4 TELEPHONE OUTLET VOICE,DATA < INTERCONNECTING TELEPHONE OUTLET ® FLOOR TELEPHONE OUTLET ® DATA OUTLET IN FLOOR -IQ AUDIO OUTLET O FAN OUTLET FAN LIGHTING COMBINATION FIXTURE BUZZER No. Description Date 1 Revision 1 5/7/21 ELECTRICAL NOTES: EXISTING ELEC. PANEL 1. DRAWINGS ARE DIAGRAMMATIC AND SHALL BE USED IN LAYOUT OF WORK. DO NOT SCALE THE TO BE WALL RECESSED DRAWINGS. X•2 2. COORDINATE THE WORK WITH THE REQUIREMENTS OF ARCHITECTURAL AND STRUCTURAL X. 1 PHOTOELECTRIC DRAWINGS FOR DIMENSIONS, LOCATIONS AND CLEARANCES. SMOKE ALARM 3. IF DIRECTED BY THE ARCHITECT, MAKE MINOR MODIFICATIONS IN THE LAYOUT AS NEEDED TO ELEC. CONTRACTOR TO EXAMINE PREVENT CONFLICT WITH WORK OF OTHER TRADES OR FOR PROPER EXECUTION OF THE WORK. EXISTING SMOKE DETECTOR. n 4. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE, LOCAL CODES AND UTILITY RELOCATE IT IF REUSABLE COMPANY REQUIREMENTS, ALL APPROPRIATE MUNICIPAL AND REGULATORY AGENCIES CODES AND Y.2 _ QR .m.,:: ac IS WORKING CONDITION T Q ,,, REPLACE IF EXISTING DETECT REQUIREMENTS. E AR ,y a NOT TIO O C E f' 5 CONTRACTOR SHALL PREPARE AND SUBMIT TO THE PROPER AUTHORITIES, FOR THEIR APPROVAL, �ARI/Z ,F UNDER CURRENT CODE ALL REQUIRED DOCUMENTATION. PROVIDE ALL NECESSARY NOTICES,I OBTAIN ALL PERMITS AND PAY f `� U �' CEILING MOUNT � � .;;' � I � , ( , � `�y�:+ � EXHAUST FAN/HEATER s RANGE HOOD ALL LOCAL, STATE AND FEDERAL TAXES, FEES AND OTHER COSTS IN CONNECTION WITH THE WORK. o P `, ., , 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING ALL CONTROLLED INSPECTIONS ., HOT WATER HEATER DW REQUIRED BY APPLICABLE ADMINISTRATIVE BUILDING CODE. 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 CEILING PADDLE FAN Q DELAYING THE COMPLETION OF THE ENTIRE PROJECT. I �� t RELOCATE EXISTING WALL LIGHT 9. WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES OR r` OF �A� � �iOG 2 A. 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 REFRIGERATOR .� I BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY CHANGES TO THE WORK TOTHE I WALL OVENS g 10. THOE ELECTRICALOCONTRACTOR SHALLDINSTOALL ALL WIRING FOR HE MECHANICAL SYSTEMS 3WITHUTE REQUIRING FIELD WIRING,ACCORDING TO THE WIRING DIAGRAMS PROVIDED BY THE MECHANICAL ON CABINET BASE EXISTING LIGHT - ........ . ... . CONTRACTOR. " µ` TO REMAIN 11. EXAMINE AND EVALUATE ALL EXISTING ELECTRICAL SYSTEMS CONNECTED TO THE PROJECT;VERIFY 3 g CAPACITY OF EXISTING SERVICE WITH NEW LOAD REQUIREMENTS; NOTIFY ARCHITECT OF PROJECT FUNCTIONING OR ILLEGAL; 3 CONDITION F EXISTING SERVICE AND WIRING OF ANY OUTLETS NOT L` OTHERWISE, ALL EXISTING CIRCUITING SHALL REMAIN INTACT FOR REUSE. �'} Y•'� ... .: 12. CIRCUIT BREAKERS TO THE SERVICE BOX u' ` r�/ W - ------ —, ;, B■2 INSPECT EXISTING CIRCUIT BREAKERS ADD ADDITIONAL CIR u r Les h a ' i AS NECESSARY TO CORRECTIMP UNSAFEWIRING. s.::__ -- "s ..................................................................... . ... _ ..... ..,,. CLOTH WASHER AND DRYER 13. EXAMINE AND EVALUATE EXISTING FIRE ALARM SYSTEM INCLUDING SMOKE, FIRE, HEAT, AND/OR G � ... . Apartment Alteration l� B. .V 4 { PROVIDE DEDICATED OUTLETS CARBON MONOXIDE DETECTORS. AND PROPOSE ADDITIONAL DETECTOR/ALARM SYSTEM, AS 1 =. _: =_==.= .......... . .- . t_- �y ___ �� _ AND DRYER VENTREQUIRED, COMPLYING WITH ALL APPLICABLE CODES. E -- 15 AREAS SHALL BE GROUND FAULT CIRCUIT INTERRUPTER 14 ALL DUPLEX OUTLETS SHALL HAVE TWO DIFFERENT CIRCUITS . ALL OUTLETS WITHIN 6 FEET OF WET —�, (GFCI.), UNLESS OTHERWISE NOTED. REUSE EXISTING LIGHTING TRACK 16. BEFORE THE ROUGH WIRING, SCHEDULE A WALK THROUGH TO VERIFY AT THE SITE ALL OUTLET Electrical Layout REARRANGE TRACK IF NEEDED LOCATIONS WITH ARCHITECT AND OWNER.17. LOCATE NEW SWITCHES TO MATCH HEIGHT OF EXISTING UNLESS OTHERWISE NOTED. L J ' 18. LOCATE NEW RECEPTACLES TO MATCH HEIGHT OF EXISTING, UNLESS OTHERWISE NOTED. , B• 19. LOCATE ALL SWITCHES SO THAT THE CENTERLINE OF THE FACEPLATE IS 5"FROM THE FINISHED UP EDGE OF ADJACENT DOOR OPENINGS OR EDGE OF WALL UNLESS NOTED OTHERWISE. 20. GANGED MULTIPLE SWITCHES BEHIND A SINGLE FACEPLATE. /� /� EXISTING CEILING FAN TO REMAIN 21. THE CONTRACTOR SHALL SCHEDULE CONNECTION TO EXISTING SYSTEMS AT A TIME THAT WILL BE A. 1 A.3 f-1.4 CONVENIENT FOR THE OWNER AND CAUSE MINIMUM DISRUPTION TO ALL PARTIES INVOLVED. 22. TO SECURE SOUND INSULATION THROUGH WALL, NO SWITCHES OR OUTLETS SHALL BE INSTALLED Project number 21017 EXISTING CEILING FAN TO BE RELOCATED ALL ELEC. FIXTURES, OUTLETS IN ON A WALL BACK-TO-BACK. WORKING CONDITION TO REMAIN 23. INSTALL DELAY TIMER FOR ALL BATHROOM VENTILATORS, AKDT60 BY AIR KING OR EQUAL. Date 4/13/2021 ADD AND OR REARRANGE AS NOTED 24. UNLESS OTHERISE DETERMINED, CONTRACTOR TO PROVIDE CATALOG AND OR SPECIFICATIONS OF Drawn by HA Q Electricalcal Layout LIGHTING FIXTURES AND OUTLETS FOR OWNER'S SELECTION. Checked by GB �1 -+ " o 1 0 E . 01 N O N_ r Scale As indicated EXISTING BARN ROOF - - Studio a/b architects I 14.6 651 West Main Street, �j 6.9 Riverhead, NY 11901 ✓ �/ 5 A.03 - (J 1 631 591 2402 NEW CONNECTION ROOF A.05 ASPHALT ROOFING COLOR TO glyn s@ tud oabarchitects.com MATCH EXISTING ; WATERPROOFED ON FULLY WITH mailing address. 4 3 1 TPO OR EQ. i� 9 ;" PO Box 444, Orient, NY 11957 A.06 A.06 A.04 NEW APARTMENT EXTENSION ROOF Barn ROOM (L K) R LAYER STRUCTURE ex1 7 LJ A.03 3 A.2 ASPHALT ROOFING � I client: COLOR TO MATCH EXISTING 507 SF Joan Turturro, JOTAS CORP. l I „ r__ NEW THERMAL LAYER TO OF NEW AND OLD 8 0 site address: ROOF,ASPHALT ROOFING �/ 14.6 _ B.3 COLOR TO MATCH EXISTING /3� _ Orient, Village Lane -, Orient, NY 11957 I+ ADDITION POOF SIMPLIFIED I' ENTRY CANOPY OMITTED tax map#: 1000-25-1-18 + 2.5 24.5 9.5 _- --11.5 2 4.2 _ Bedroom Den o � I+ , c+) ao EXISTING APARTMENT ROOF 1 o W I - n ai 1.7 ., . ASPHALT ROOFING o 245 SF 216 SFco tlity 1 - 13.0 5.5 F ---- µ' " �011 2 Y.1 - L---------- -- - �B:2) I _ �� - ---- 4 APPROVE AS DOTED ' 40 SF DATE• � � . ,+g.P.#`J.^��00 (X. 1 I Apartment E ress Plan BY: E A.06 FEE NOTIFY BUILDING DEPARTMENT AT OCCUPANT LOAD: FOLLOWING INSPECTIONS: 1.1. FOUNDATION-TWO REQUIRED 2 Room# Room Space Function Net Area Net Area Required Actual Note FOR POURED CONCRETE A.05 X,2 Type per Occupant Occupant Load Occupant Load 2. ROUGH-FRAMING&PLUMBING 1 Bedroom Residential 200 342 2 2 3, INSULATION 2 Den Residential 200 216 2 0 same Occupant as Bedroom 2 I 3 Walk-in-Closet Residential 200 Included in Bedroom 4. FINAL-CONSTRUCTION MUST ' I I BE COMPLETE FOR C.O. A.03 2 A.04 4 utility Residential 200 0 same Occupant as Bedroom ALL CONSTRUCTION SHALL MEET THE 6 Barn Room Residential 200 07 3 0 same Occupant as Bedroom REQUIREMENTS OF THE CODES OF NEW 2 Roof Plan YORK STATE. NOT RESPONSIBLE FOR 1/4" = 1'-0" I DESIGN OR CONSTRUCTON ERRORS I I 0 TRAVEL DISTANCE: 3 OPEN SHELF ADDED B• '� �_ i Room# Room #of Exit Required Exit Door# Travel Distance 3 KITCHEN REVISION I 1 Bedroom 1 ex1 50.2 No. Description Date 2 Den 1 exl 23.2 3 Revision 3 11/4/24 NOTE:: KITCHEN CABINETS 2 EXIST. ELEC. PANEL 3 Walk-in-Closet 1 A- SHALL BE DESIGNED WHEN A.05 TO BE RECESSED IN WALL X•2 4 Utility1 ex1 16.3 OWNER CLARIFIES 6 Barn Room 1 2 48.7 APPLIANCES X.1 24'-2 3/4" +1- A. A:3) CODE REQUIRED MAX.TRAVEL DISTANCE:200 NYSBC T1017.2 NEW CLERESTORY ABOVE I A.03 / 3 '- 24.4' - W _ 1 USPS (Y.2 - O ADD NEW PARTITION 1 -- SUMMARY OF AMENDMENT. O ' EXISTING CONC. PAD 1 . FOUNDATION LAYOUT REVISION ADD NEW DOOR w' II I I OPEN SHELF 3 TYP. E I DUE TO THE EXISTING APARTMENT I I G A ARTMEN I I j � A.05 1 0 AT TH 12 TEND WHERE NO ,. COUNTER I , 4 3 1 FOUNDATION � OU N I I I I O S FOUND. ` - R ENTRY WITH BATHROOM V HANG 5 REPLACE REAR OVER H + O EXISTING WD P o , E TI PORCH 13 KITCHEN + DINING A.06 A.06 A.04 /,� ADDITION SHORTENED AND STEPS 'I 2. SHORTEN THE APARTMENT -- ` L?� i °r _ ISLAND COUNTER: TO REMAIN EXTENSION. ; , 4'-6"X 8'COUNTERTOP _ ON 94"L,24"D DRAWER BASE CABINETS I 1 3. INTERIOR PLAN CHANGES: ND DW ON WEST SIDE I 5 A.03 A.06 I ' �, � ''I I , I _ OMIT WEST ENTRY. THE WEST - 94"L, 18"D BASE CABINETS A.05 REFRIGE. W/ADJUSTABLE SHELVES ON EAST SIDE 13'-0"+/- 8'-0" i BATHROOM WILL BE R E LOATE D I LOCATION DW + ' I w ----; Bar Room (LDK) FROM THE BARN ROOM TO THIS I ' I , III I 4 _ I I CONNECTION PAR O T. I 6 10 I III I I - II " I +_ KITCHEN LAYOUT REVISION I 1 I I O E ISION A.03 3 + I 4'-6„ 12 - 10 1l2 i _ „ - 1' - j 9 ,. „ (A.24. RELATED MINOR WINDOWS & DOOR-I 3 I - d" S 2 ) i I I _ i l � 3 0 3 0 I , _ _ II I � ' COU ROVER HANG I REARRAGEMENT D FENCE&G W F ATE I I 2e p 3 I I � TO REMAIN I tm I O B.3 ADD 1X4 HORIZONTAL 0 ARC E h� cn I LATTICE BOARDS @4 ; i I ; P l I I F F AM SSG SS SHOWER PARTITION A R u C�I 2 � I I O.C. I REMAIN AS IS � v � o i � I I I I I i I _ � N - I - LIVING - LIV N I i ' ILED SHOWER W/NO STEP OVER RIDGE ' � G4 I � O- v W I + 3'W 6'-10"H I +I I «� I I T T -- - 0: I G OPENIN I � � ' II G OW Fey ! ,1• :� Y EXISTIN WIND � i I TYP. I i Conect' n I I n'l O I o I I East Bathroom I I 5 2 Hall ay 1 I I - I I II I -9 I „ APARTMENT ADDITION EXISTING A �0 -4 ADD TI � oo � � i , I ' I ! � I West Bathroom I 9 6,56„ INTERIOR RENOVATION ONLY 16 DEEP I I I S 6f - BUILT-IN 5 -SHEL E t� - T V S II I r P J�„ EXISTING WINDOW,TY I - -4 3/4 I li �v - II z CATH DRAL O Y. 1 _ CEILIN M _ _ _ _ _ _ _ _ g 2p� • Amendment --`ABOVE -- - ° 77 , - , "v o i� 1 , I 1'-7 3/4"+/O S Nov. 12 2024 o� , , , _ + 2 0'-4 1/2" I I 7 FLAT = '' LA A.06 M _ _ ' CEILING � M i i Q + / B .� - -1 ---- -i-' ABOVE ) PROJECT NEW FULL GLASS DOOR 3 I Den I 12 ICE CREAM PARLOR Tu rtu rro/Les h aw 1_em - - -O `' I �edroo 0 11 � Apartment Alteration 1 - 7' FLAT EXISTING STORM DOOR 3 CEILING= O N ABOVE TO BE USED AS SCREEN DOOR 2 i i i � ', I ' i , Utility Walk-i 1 A.04 A.03 2 P 'II y „ 44, Floor Plan Roof Plan + 17 -3 3/4 - 0'-4 1/2 4'-3 1/4' /-- 0'-4 1/2 15 -0 1/2 +/_ 6-8 1/2' +/- a Ii 0'-41/2" Egress Plan 3 g O 3 3 i 'Ill ' ' I GRADE DECK OMITTED (B. 1 - - I I 1 -0' 1 0 Project number 21017 5'-6" 8'-0" 30'-2 3/4"+/- UPi � � i i i -- - Date 4/13/2021 SHIFTED DECK AND STEPS _ (SIDE ACCESS LOCATION 2 SHIFTED) Drawn by HA °- c� A.03 5'_0" 4'-0" Checked by GB ® EMERGENCY ACCESS OPENINGN (A. (A.2 A.3 - AA77 1 Floor Plan A . 02 N a Scale As indicated 5: 2x6 RIDGE BOARD studio a/b architects PAINTED 2 /'\ 2 /3 " B. 1 04 B, 1 .6 A.06 B.2 651 West Main Street, y� N Riverhead, NY 11901 ASPHALT ROOFING THERMAL LAYER: 1� ,' 631 591 24 02�G 631 3231426 3 ON ASPHALT FELT HUNTER H-SHIELD NB 4" R21.1 B. �� C� �A.04 ON THERMAL LAYER ON 2"RIGID INSULATION R10,TOTAL R31.1 B. ND/OR B.2 `e\aN�A glynis@studioabarchitects.com 5„ I NI ON STRUCTURE LAYER STRUCTURE LAYER. N Sr O�, mailing address: 5/8"SHEATHING EAVE BLOCKING QPN� O�1 y� PO Box 444, Orient, NY 11957 — — THERMAL LAYER WIDTH ON 2X6 RAFTERS, EXPOSED IN ROOM @16"O.C. DER LP�� PINE 1X6 SHALL COVER INSTALL ASPHALT ROOFING ON ASPHALT FELT NUN �Ngv O� OR MATCH INTERIOR CEILING WHERE NO THERMAL LAYER TO BE INSTALLED CONT.SHEATHING EXISTING INCLUDING WALL client: PANELING I THICKNESS Joan Turturro, JOTAS CORP. PAINTED (B.3 , • SHIM site address: 1000 Village Lane — 2X R6 AFTERS EXPOSED 1X2 ON 5 HEATHING Orient, NY 11957 P I t GW I 1X6 FASCIA \ 1X6 BETWEEN 2X6 RAFTERS TYPICAL WALL CONSI".: ON 2X6 tax map#: 1000-25-1-18 CEDAR SHINGLES 1X6 PINE(OR MATCH EXISTING) WHITE WATERPROOFING J j� PAINTED, EXPOSURE STYLE AND HORIZONTAL PANELING 2X6 RAFTERS EXPOSED TO ROOM COLOR TO MATCH EXISTING POLYURETHANE / FLASHING PAINTED ON WRB(BLUE SKIN) ON 1/2"SHEATHING �\ o / (2)-1 3/4"X 3 1/2" LVL HEAD PLATE ON 2X4 STUDS FASCIA TO IN�ETWEEN COLLAR BEAMS \ / MATCH HW FLOORING TO MATCH EXISTING OPEN HW EXISTING 3 1/2"CLOSED CELL ON 3/4"SHEATHING HA L�IV YIuLiLL NOTE: SPRAY FOAM ON 2X8 JOISTS @16" I EXPOSED RAFTERS FOR HUNTER PANELS INSTALLATION, INSULATION R22 / \ PAINTED SEE COOL-VENT INSTALLATION GUIDE AT \ LU, Apartment Addition Eaves - Callout for https://www.hunterpanels.com/products/roof products/cool vent/ MATCH // \ 3 ex osed rafters to continue EXISTING \ - — LLILIL u u - — — First Floo 3 2'-6" 5 1/2" MINERAL WOOL 2'-6" BATT INSULATION _Barn Finished Floor NEW(3)-1 3/4"X 9 1/2" -2' - 4 1/2" LV GIRDER,TYP. I I I""" • I I I I - - I - �� - I I II I I I I -- 2 CONC. SLAB I ' I I II I I I I I I } I I II I I " No. Description Date 3'' Revision 3 11/4/24 , I j I I I I I Typical South-North Section thru partment 1 Addition �- 1/2 1 0 ASPHALT ROOFING NEW THERMAL LAYER: LOCATION OF EAST END OF THE ON ASPHALT FELT HUNTER PANEL COOL-VENT 5" THERMAL LAYER,TO COVER ON NEW THERMAL LAYER: ON 2"RIGID INSULATION EXISTING ROOF OR NOT,AND A3 3 ON STRUCTURAL LAYER: HOW FAR, SHALL BE (A.2 1 NEW STRUCTURAL LAYER: A.06 A.04 (NO ROOFING WHERE THERMALON LAYER TO BE INSTALLED) DETERMINED V OWNER A.5 A.3 5/8 SHEATHING ( R OVER OVER EXTENSION, /A.4 OR OVER BEDROOM, OR OVER (\ ON 2X6 RAFTERS, EXPOSED IN ROOM @16"O.C. ENTIRE) CONTINUOUS FROM EXISTING EXISTING ROOF CONST. RAKE ASPHALT ROOFING BLOCKING EXTENSION EXISTING ROOF CONST. ON ASPHALT FELT REMOVE ROOFING WHERE THERMAL LAYER NEW PARTITION ON 5/8"SHEATHING INSTALLED UNDER EXISTING ROOF/CEILING ON 2X6 RAFTERS, EXPOSED IN ROOM @16"O.C. • TYPICAL WALL_CO ST.: CEDAR SHINGLES I (ASSUME NO INSULATION) I PAINTED, EXPOS E STYLE AND COLOR TO TCH EXISTING ON WRB (BLUIE SKI ) ON 1/2"SHEATHIN ON 2X4 STUD:i 1X6 PINE OR MATCH EXISTING 3 1/2"CLOSED CEL 2x6 COLLAR TIE, PAINTED SPRAY FOAM � HORIZONTAL PANELING ON 3/8"GWB ,y I I I I I - INSULATION Ul - I , 1/2"GWB ' PAINTED ' �p ARC I Bedroom Walk-in Clo. en t I ity NEW HW FLOORING TO MATCH EXISTING I ' I cs' 023 ING ON 2X8JOISTS H@ 6" ~ F OFLuLi — POCKET DOOR I JOISTS �' � Amendment ' Nov. 12, 2024 IIIII II II ON N DArTin►v � EXISTING FLOOR CONST. ,' ` _ First Flo �� - PROJECT y �- 1/2"PLYWD SHEATHING Tu rtu rro/Leshaw WITH BATTEN ON ALL JOINTS 5 1/2"MINERAL WOOL MIN. EXC VATION X 91/2 LVL GIRDER Apartment Alteration BATT INSULATION BELOW EXISTING 2X8 JOISTS -I -- NEW FOUNDATION WALL ___- - - _ - EXISTING FOUNDATION LOWERED FOR 9 1/2"GIRDER _ x EXI TING - - =I - = ENCLOSE SPACE ABOVE -- - - WITH 2X4 FRAMING - - _ - - Building Sections thru j a SINCE GR DE DECK IS NEW MASONRY PIER ALONG �J III - - EXISTING FOUNDATION - NEW 2 RAT SLAB - - -- - - - GRADE A STMENT MIGHT BE REQUIRED ;- _ Apartment CONTRA TOR SHALL SITE MEASURE 10 -0"+/- '- - I I 1 , -II I - I -- I III � ON DAMPPROOFING -' ,-, I I i - I I I A GRADE LEVATION AND EXISTING STEP - I -- I - - - j - - - -- -- HEIGH I - j I - I I I 1 I I I ' - NEW CRAWL SP CE FOUNDATION II . ' - - 'I - III I I I I Protect number � I II I I 21017 I I II I I I I ✓'I � I I I I I ' I I a I I a Date I I I a •a Q I I r I I ! I I I - I I I I I , - 4/13/ 2021 IL Drawn b - - v HA � : L I I I I I I I II : - -' --- - -'I Checked by GB co NEW ADDITION EXISTING WEST END OF THE BUILDING FOUND NO FOUNDATION BELOW EXISTING CRAWL SPACE FOUNDATION A . 04 N n Typical West.-East Section thru Apartment 1/2" = 1'-0" a Scale As indicated 12"+/-MINERAL WOOL BATT INSULATION RAKE LOCATE NEW RAFTERS OR /� BLOCKING CONTINUOUS q q ARRANG MEN FROMS 2 �� 2s udio a/b architects 4 A.5 .2 1 (A.3 EXISTING (B. A.04 B• •6 A.06 B.2 A.06 3 2X6 RAFTERS 1 West Main Street, ASPHALT OOFING A.06 A.04 NEW ROOF CONST.AT EXPOSED Riverhead,stMain 1 tree ON TPO O EQ.WATE=RPROOFING APT. EXTENSION: PAINTED WHITE FLAT CEILING 7'-0"ABOVE 3' CLOSED CELL SPRAY FOAM R19 PLUS 63 591 2402 ON 3/4"PL D SHEATHING ASPHALT ROOFING APARTMENT FF 7 1/4" MINERAL WOOL BATT INSULATION R30 63 591 1402 ON 2X12 RA ERS @16"O.C. 5'-6" ON ASPHALT FELT I 1/2"GWB PAINTED TOTAL R49 26 ON HUNTER PANEL S"� WHITE 'I ALTERNATIVELY 8"CLOSED CELL SPRAY -gl nis@studioabarchitects.com 3"CLOSED CELL SPRAY „ I�2 �2" WITH 12"+/- MINERAL WOOL FOAM INSULATION R51 fling address: FOAM R19 PLUS I SHIELD NB 4 5 7 1/4"MINERAL WO L BATT ON 2"RIGID INSULATION BATT INSULATION R49 MIN. INSULATION R30 ON 5/8"SHEATHING PO Box 444, Orient, NY 11957 ON 2X6 RAFTERS, INSTALL BTWN RAFTERS WATERPROOFING TOTAL R49 F EXPOSED IN ROOM 16" 1/2"PVC SHEET ALTERNATIVELY 3 1/ " �° MEMB. FLASHING CLOSED CELL SPRAYO•C• ON 3/4"PLYWD SHEATHING cl ent: FOAM R22 EXIST I ROOF 1 11 1/4"LVL B.3 Jo n Turturro, JOTAS CORP. 7CO RIDGE BEAM _ s e address: FLAT CLG COLLAR TIE EXTERIOR WALL �I ABOVE STAIRWAY- - _ 2X6 PAINTED WHITE EXTERIOR: 100 Village Lane EXPOSED 2X6 RAFTERS .•,".,� 2"l�2„ Ori nt, NY 11957 GWB, PAINTED PAINTED TO MATCH EXISTING I (2)-2x6 CEDAR GIRDER SHINGLES f , .X -- 2x4 STUDS WALL , - I I II I I PAINTED IN WHITE PAINTED RED ; ABOVE LOW ROOF BE OW 1X6 PINE PANELING INTERIOR: ' I'I EXTENSION ROOF, FILL 3 1/2" PAINTED TO MATCH GWB PAINTED t map#: 1000-25-1-18 1/2"GWB PAINTED - - EXISTING 4x4 CEDAR COLUMN WHITE W/CLOSED CELL SPRAY FOAM I PAINTED INSTALL INSULATION R22 _ IN WHITE MINERAL WOOL 0 PARTITION SOUND /Z\`CATHEDRAL CLG/ `� WRAPPED Rear Deck HORIZONTAL PINE INSULATION w�NDOW HEADER L PANELING 1/2"GWB PAINTED POLYURETHANE WHITE ,' `� NE GLASS Connection _ - A REUSED EXISTING DECK Est Bathroom SHOWER 2x4 STUDS WALL Hallway PARTITION FILL W/3 1/2"CLOSED 1X6 WOOD PANELING TILE ON 1/2"TILE CELL SPRAY FOAM (2)-1 3/4"X 7 1/4"LVL HEADER POLYURETHANE BACKER BOARD INSULATION R22' NEW WOOD FLOOR CONST. EX STING WOOD FLOOR CONST. — -6" 11-0"TYP. ON NEW 2X8 JOISTS 0 X ISTING 2X8 JOISTS First Floor - _ — - - — - — — - — - — - — - - SHOWER FLOOR SLOPED TILE _ ______ _ _ HW FLOORING ON WATERPROOFING MEMB. GWB PAINTED WHITE - -N � � �� NEW SOFFIT ON 3/4"SHEATHING ON CEMENTITIOUS COMPOUND ON 2x10 JOISTS ON (2)-3/4"PLYWD SHEATHING v ~ 1/2"PLYWD SHEATHING OR(3)-1/2"TILE BACKER BOARD WITH BATTEN ON PANEL JOINT FLUSH ON 2X8 JOISTS Ill 6"O.C. � � — - 'v 3/4"X 7 1/4" jilwIM1111 � XXX` _ LVL GIRDER_ �qrn Finished Floor _ _ _ _ _ Barn Finished Floor -2' - 4 1/2" - - - - - rn Floor Slab _- _.. ....... . .. .. _ am Floor lab �..I _ . .. _ . .. NEW FOUNDATION WALL I- INSTALL 5 1/2" -3' - O" PROVIDE GIRDER POCKETS L ' , � I � � I -3' - 0" MINERAL BATT � D FLOORING FOR 9 1/2 GIRDERS { INSULATION ON 3/4 SHEATHING ON 2X10 JOISTS @16"O.C. -! - !- {- ! MAS NRY S ULDER NE FOUNDATION NEW FOUNDATION I i _'T F= - 2"CONC. SLAB " No. Description Date - I I 3 evision 3 1114/24 III - II I I � i _CRAWL SPACE _ _ _ _ _ _ _ CRAWL SPACE 1' I - - I � -6 - 3 6 3 I I I I I ' 3 South-North Section thru Apt. Extension & 3 2 Section thru Connection Steps n Entry1 � , U 1/2" - 1 -0 1/2 = 1 -0 (X.2 4 3 A.2 A.06 A.06 ASPHALT ROOFING 12'- 11 5/32"+/- ON TPO OR EQ.WATERPROOFING ENTIRELY 2 ON 3/4"PLYWD SHEATHING WALL FINISHES ON 2X12 RAFTERS @16"O.C. A.06 1 3/4"X 11 1/4"LVL AS REQUIRED SCRUB EXISTING RAFTERS CLARIFIED 3'-0" 1'-6" 1'-6" RIDGE BEAM FOR NOT TOUCHING NEW ROOF 3"CLOSED CELL SPRAY �� FOAM R19 PLUS7 1/4" MINERAL INSULATION R30 WOOL BATT B• 1 .6 (B.3 I V -Off - - - - B•3 TOTAL R49 ALTERNATIVELY 8" CLOSED CELL SPRAY j'''ulr' /2"GWB PAIN FOAM INSULATION R51 2" 112' x 2„��2" 1 T 30"X 72" I u X WALL TOP PLATE V WHITE 0 TILED FLUSH (2)-2X4, EXCEPT WHERE SHOWER < WINDOW HEADER r! >> x ih FLOOR _ _ (2)-1 3/4"X 5 1/2"LVL 50 TO BE INSTALLED z Barn I - B n Room LDK {I,, _ i1 z m p ! ______-___--___._�_ .___..._ BATHROOM FINISHES: 3 0'-3" — TOP OF WALL 6'-8"AFF SPED AR FLOOR:TILE ON SHEATHING p FRAMELESS GLASS WALL:TILE ON TILE BACKER BOARD CATHEDRAL CLG �I (7 SHOWER PARTITION CEILING: GWB PAINTED GWB GWB PAINTED - 1 -0 2 !I OR 0 r _ 'v (2)-2X4 HEADER, TYP. PAINTED - East Bathroom / EXCEPT WHERE WHITE � -1x6 - u__ (� HORIZONTAL { I I D z I � o WINDOW HEADER TO B TRIM ¢ ��' 02378� U� ' oo w --PANELING- '9j =z z 00 INSTALLED PAINTED _ = PAINTED w FOF N�l�n� = 6'-0" 3'WIDE VANITY WHITE Q z ---RED TRIM pQ- 2x4 STUDS WALL _ AROUND _ 3 1/2"CLOSED CELL - - Co nectlo z E OPENING 00 w w J = SPRAY FOAM O m 2x4 STUDS WALL w '� U — PAINTED -�- INSULATION R22 -� allWay ?� 3 1/2' CLOSED CELL > _ f_ C9 >- 1'-6" 3'-0" 1'-6" 4" z LIGHT GRAY Y, a k a NSULATIONN R22 w (SAME AS p Amendment _ 3 3 - BARN WALL) NOV. 2024 0' 4 3/4" d - 3/4"HW FLOORING ~- s n� c i - —ON 3/4"SHEATHING m o o I _ ON 2X10 JOISTS @16"O.C. -(B.2 - - o - B.2 -- --- PROJECT D Barn Finished Floor Turturro/Leshaw rn lX6 HORIZONTAL _ i PANELING M.` ;,.`- Apartment Alteration v `' POLYURETHANE -v _ - - CONTINUES ' I v 0o I i i i i 2 M 5 1/2" MINERAL WOOL rn A.06 1'-6" i 1'-0" 1'-0'M 1'-0"0" 1'-0" SEE A.08 - - R23T INSULATION SHOULDER RECEIVING Connection Part 2X10 JOISTS ' - C o n n e • - I i ! 2"CONC. SLAB O • - - - -- ---- - DAMPPROOFINGN � -- I Detail CRAWL SPACE - s i — — — — -Bedroom ,. 1/2 GWB PAINTED IT , I I -6 - 3 I I - WIHITE -- i PANELING lX6 HORIZONTAL FOUNDATION WALL al ° 0'-3 3/4"+/- I POLYURETHANE -I - — - TH SHOULDER FOR R SHALLOW O GRADE Project number 21017 x.2 q:5) I WALL - - j Date 4/13/2021 I ' i I ' WA I - -- - Drawn by HA � I South-North Section thru Low Sloped Checked by GB n Floor Plan - Callout 1 n Stretch- A006 0 Scale 1/2" = 1'-0" studio a/b architects 651 West Main Street, Riverhead, NY 11901 EXISTING 2X6(OR 2"X 6") RAFTERS TO REMAIN 631 3231426 AS EXTENDING TO EAVES glynis@studioabarchitects.com 2X12 SINTERED RAFTERS NOT TO EXTEND TO EXTERIOR mailing address: EXISTING COLLAR TIES TO REMAIN PO Box 444, Orient, NY 11957 2X12 RIDGE BOARD client: P �/ Joan Turturro, JOTAS CORP. (X.2 X.2 site address: X• 1 X. 1 1000 Village Lane 4 3 1 Orient, NY 11957 _ A.06 A.06 A.04 tax map#: 1000-25-1-18 i I 3 COLLAR TIE INFO.ADDED. I -'� EXISTING (3)-CEILING JOIST@4'-0"O.C. i ICY4 3 1 1 3/4"X 11 1J4"LVL RIDGE BEAM ,10 A.06 A.06 A.04 LOCATE NEW GIRDERS 1 U BESIDE THE EXISTING GIRDER A.05 O� ROED �0 SO THAT I 4- — ROOF A.2 SUNKEN 2X8 JOISTS NEW GIRDERS CAN BE INSTALLED ���&ti WHILE SHORED BY EXISTING GIRDERSIV O 2X12 R ERS TO B CUT AT EAVES TO 2X SIZE,TYP. v 11 c F USH gHOWERPAN REPLACE EXISTING(3)-GIRDERS I �� — 7 WITH NEW(2)-GIRDERS OF(ER 3OF(X 9 1X2' L TYP. ry'` ��� — B,3 INSTALL 2X6 COLLAR TIE INSTALL 2X6 SLIGHTLY RAISED — �o' FOR THE STABILIZATION WHERE COLLAR TIE FOR STRUCTURAL _ EXISTING WALL IS REMOVED STABILIZATION TO BE ABOVE NEW 7' FLAT CEILING IN WALK-IN CLOSET AND ACROSS TO NORAH WALL 2X 16"O G GIRDER,'( I ( P. X r r> _ _ - � - B2 Y1 1 U B. 6 _ 1`- I I B. 1 .6 - - - E LNE (3)-2X4 COLUMN TO SUPPORT �'', V GIRDER, _-- =I- i x R G. - RIDGE BEAM I"I @ "O I I i.t I (2)-1 3/4"X 3 1/2"LVL TOP PLATE STAIR WELL 16 _ 2X6 RIDGE BOARD � .__I ..__1__ 1 ,—� ___._r — — — — '� ___ __ _M,,� m i�—i—i i i _i i� (2� 4 X 3 LVL T LAT B. 1 - - - B. 1 UPS ! SEE SECTIONS FOR COLLAR TIES No. Description Date 3 Revision 3 11/4/24 4X4 COLUMN (A.5 A 3 /` .4 ELOWLUMN A.5 (A.3 10 OF AREA FOUND NO O EXISTING FOUNDATION (2)-2X6 GIRDER SUPPORT ROOF �l}co 10'-0" LOAD ONLY. DO }q� BELOW RAFTERS NOT LOAD DECK 'V �� '� O EXISTING LEVEL EXISTING FLOOR LOAD � \�� ��� �v}OV 33 0 ��OQi O�lL� n Floor Decking Layout Roof Decking Layout 4X4 ACQ OR CEDAR 3 3 I L EXISTING WOOD FLOOR EXISTING 2X8 JOISTS EXISTING CONCRETE MASONRY COLUMN BASE FOUNDATION I NEW(3)-1 3/4"X 9 1/2" LVL GIRDER 6"ABOVE EXISTING CONC. SLAB 10"DIA.CONCRETE CYLINDRICAL PILE 1"BELOW NEW BARN F.F. NEW MASONRY PIER I (X.2 EXISTING FOUNDATION WALL (X.1 0' 8 MIN. I z z — — DOWEL TO 4 3op 1 #4 - EXISTING, o REBAR TYP. A.06 A.06 A.04 Y.2 I EXISTING FOOTING TOP OF FOUNDATION I ' ��RED AI/? 1 AR � 3"BELOW NEW BARN F.F. _ 5 // P� WITH INNER SHOULDER, 2'-0" �� � G� � UNDISTURBED SOIL TOP OF SHOULDER 12 1/4"BELOW BOTH WAY 1 EXISTING CONCRETE 1 ,I NEW BARN F.F., FOR 2X10 JOISTS II Typ. Structural Det. COIUnIn Foundation and A.05 SLAB ON GRADE INSTALLATION 4 N Pier Foundation �y�, 02370 j N.T.S. F0F A.2 TERMITE SHIELD TERMITE SHIELD - 5/8"DIA.ANCHOR BOLT 48"O.C. MAX. B.3 5/8"DIA.ANCHOR BOLT @ 70"O.C. max. @ —m 7"MIN. INTO CONC. NO15"T MORE THAN 12N. INTO TFROM CORNERS, Amendment ED CELLS 2"CONC. SLAB NOT MORE THAN 12" FROM CORNERS, 4"MA ONRY SHO LDER TYP. TYP. FO JOISTS „ Nov. 12 2024 2'-0 10 -0 2-#4 REBAR 8 O.C. �--"-' SU PORT I 2�4 REBAR @ z R @ 8"O.C. IN GROUTED CELLS,TYP. z IN GROUTED CELLS, — — Y. 1 rc]r TYP. B.2 � -. � PROJECT 2 WATER PROOFING,TYP. M_....,...,_. .... ..._w __. FOUNDATION TOP TYP. WATER PROOFING,TYP. ;. i';,: U u rro e s aw A.06 B. 1 .6 _ , ( PROP. NE NE PIER, + z ° 2-#4 REBAR @12"O.C. CONT.TYP. Z 2-#4 REBAR @12"O.C. CONT.TYP. TOP OF FOUNDATION + GIRDER BOF WALL 19 ELOwAPT3F F. EX TING CRAWL M g 2"RAT SLAB ON 6 MIL POLYETHYLENE DAMPPROOFING Z 2 RAT SLAB Apartment Alteration � ON 6 MIL POLYETHYLENE DAMPPROOFING 3"BELOW NEW BARN F.F. _ POCKETI o ON UNDISTURBED OR COMPACTED SOIL - N 6'-0" �: FOR 9 1/2"GIRDER SP CE o o _ ON UNDISTURBED OR COMPACTED SOIL TOP OF FOUNDATION N 3 3/4" +/- - io 10 1/4"BELOW APT. F.F. 2 0 z co (GRAY TONED) EX ING FOUNDATION WALL, ( ---- -- ° o - Structural Layouts - - - - N . 1 2" MIN. 2" MIN. 0'-6" 0'-81, 0'-6" 6'-71/4" +/- 5'-6" 8'-0" 10'-0"+/- 0'-8" (2" MIN.) (2" MIN.) 12" MIN. FOR 1 STORY BLDG 12" MIN. FOR 1 OR 2 STORY FRAMED BUILDING ON 10"D A N /`�,5 A.3 EX ST NGFOUNDOCRAWL /q,4 I COLUMN SPACE FOUNDATION FOUNDATION DRAIN TILE,TYP. DRAIN TILE,TYP. E NEW FRAMED EXISTING FRAMED Project number 21017 ADDITION ABOVE BUILDING ABOVE ALT. CRAWL SPACE CMU FOUNDATION Typ. Structural Det. Crawl Space Date 4/13/2021 � 1 Foundation Layout r., Foundation1 Drawn by HA M 1/2" = 1'-0" Checked by GB N S . 02 N 0 Scale As indicated