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HomeMy WebLinkAbout48236-Z �g�FF01 0` Town of Southold 8/5/2023 �o Gym E; P.O.Box 1179 53095 Main Rd Southold,New York 11971 ��41 � yaaii' CERTIFICATE OF OCCUPANCY No: 44388 Date: 8/5/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 34685 Route 25,Orient SCTM#: 473889 Sec/Block/Lot: 19.-2-6.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/21/2022 pursuant to which Building Permit No. 48236 dated 8/30/2022 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including covered front porch, rear porch and rear stoop,to existing single family dwelling a as applied for per ZBA#7600,dated 3/17/2022 and amended ZBA#7600, dated 8/18/2022. The certificate is issued to Shannon Holdings II LLC r of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48236 7/21/2023 PLUMBERS CERTIFICATION DATED 7/13/2023 Br . ecuch th rize Si ature s��g11PPOL TOWN OF SOUTHOLD BUILDING DEPARTMENT H TOWN CLERK'S OFFICE SOUTHOLD, NY dol � yaj,. 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#: 48236 Date: 8/30/2022 Permission is hereby granted to: Shannon Holdings II LLC 426 Egret Ln Secaucus, NJ 07094 To: Demolish existing attached garage and breezeway and construct addition to existing single family dwelling as applied for, with ZBA#7600 approval. At premises located at: 34685 Route 25, Orient SCTM #473889 Sec/Block/Lot# 19.-2-6.1 Pursuant to application dated 6/21/2022 and approved by the Building Inspector. To expire on 2/29/2024. Fees: DEMOLITION $340.90 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,170.40 CO-ADDITION TO DWELLING $50.00 Total: $1,561.30 Building Inspector pF SO(/j�,Ql 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.deviinatown.southold.ny.us Southold,NY 11971-0959 Q �yOUNV,0ct� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Shannonn Holdings II LLC Address: 34685 Route 25 city:Orient st: NY zip: 11957 Building Permit#: 48236 Section: 19 Block: 2 Lot: 6.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Crawl X Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 32 Ceiling Fixtures 8 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 6 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 41 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt Emergency StrobeHeat Detectors Disconnect Switches g 4'LED Exit Fixtures Sump Pump Other Equipment: 60A Panel 30 Circuit/ 19 Used . Notes: Two Story Addition w Crawl Space Inspector Signature: Date: July 21, 2023 S.Devlin-Cert Electrical Compliance Form Ta�un ffall Aimek loom(531)761 54375 Affi3fn Rap Fax(531)755-t: PJ D_Bos 1174 G BUR.DHgG DEPARTAMWr TOWN OF SOUMOLD CATION Datm -ha-mo n I comfy tha the so&lar und inthe vater mq4dy sysftm wntains Img.2flOof 1% lead- dayof4:6- 20 �!1sA A.R I-10 in Zoe Nctmty � � yl rzjf s 0 TOWN OF SOUTHOLD BUILDING DEPT. ' 631-765-1802 INSPECTION FOUNDATION 1ST ROUGH PLBG. �/FOUNDATION 2ND INSULATION/CAULKING FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O RENTAL REMARKS: nt t,,, "LAVO, �Aiv\- TIP166, e?4 DATE [1-1 - INSPECTOR 1 )f - V # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: V66� t Vt 4,, DATE y�7 INSPECTOR SOUlyolo [ `'(�3 0 3 -! — * TOWN OF SOUTHOLD BUILDING DEPT. couff 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR - ho�a0f SOUTyOIo -- TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INS_ION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE '?�v INSPECTOR Of 50UTHp� l # # TOWN OF SOUTHOLD BUILDING DEPT. �yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND 4SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O [ ] RENTAL REMARKS: • DATE V0�'7 INSPECTOR f- OF SOUTgolo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: r DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS -41 It vol** V-Cgs- 65 lre4 M m Ail & emez as FOUNDATION (1ST) %w a �T FOUNDATION (2ND) Tsb A imavve �o o c.. —C ROUGH FRAMING& PLUMBING + e� V 1 7- ov- r INSULATION PER N.Y. STATE ENERGY CODE 2� t $hfAk, am v17 FINAL ADDITIONAL COMMENTS - S Pa e)t 16 ZZ 2Z �C03'J341 0 �rn In ro I O z i x r� x d r� b H - \T 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 ht!ps:HN0WW.southo1dtownn . ov D ved JUN 2 12Q92T. APPLICATION FOR BUILDING PERMIT BUILDING DEP TOWS!OF SOl"r— For r •for Office Use Only 40000 2 r DD PERMIT NO. Building inspector: 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 Authorisation form(Page 2)shall be completed. Date: ® 113, 1 ?,-1- OWNER(S)OF PROPERTY: Name: r® ArZLZIJ4 Sim SCTM#1000- Project Address ) . Phone#: 3 Email: Mailing Address: ,lie e h a C,om-, CONTACT PERSON: Name: HA G it T7 Mailing Address: 3 ® V G V Phone##: �, Email: a� k • ® '; /( DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACrOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ONew Structure Addition Alteration ❑Repair ODemolition Estimated Cost of Project: OOther $ Will the lot be re-graded? OYes No Will excess fill be removed from premises? Yes ONO 1 PROPERTY INFORMATION Existing use of property:.S ?4L.9 FAA. Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? OYes)<No IF YES,PROVIDE A COPY. SjICheck Bax After Readlittg: The owner/contractor/design+Wessiono is+ tie for oil draismge and swan water issues as Provhied by Chapter US of the Town code.APPLICATION i5 HEREBY MADE to the gadding 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 codb, housing code and regulations and to admit authorized inspectors on premises and In buiiding(s)for necessary inspections.False statements made herein are punishable as a class A misdemeanor Pursuant to sedlon nOAS of than New York State Penal Law. Application Submitted By(print name): 5G I4WA/Zr'r-- authorized Agent []Owner Signature of Applicant: Date: "/ l l 3r STATE OF NEW YORK) SS: COUNTY OF Sm E&EM, IG jfA&T Z being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (Sjhe is the (Contractor,Agent, rporate 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_ Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) , residing at do hereby authorize HAA gt S7cqw4i to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 r., BOARD MEMBERS �F� S0� Southold Town Hall�Leslie Kanes Weisman,Chairperson ry 53095 Main Road•P.O.Box 1179 � �l0 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. • �O� 54375 Main Road(at Youngs Avenue) Nicholas Planamentto lij'CO Southold,NY 11971 RECEIVED http://southoldtowmy.gov cSoa - -s MAR 2 it 202 ZONING BOARD OF APPEALS MA 2 4 2022 TOWN OF SOUTHOLD TO.(631)765-1809•Fax (631)765-9064 Southold T®WPl Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MARCH 17, 2022 ZBA FILE#7600 NAME OF APPLICANT-' S hannon Holdings II, LLC PROPERTY LOCATION: 34685 Route 25, Orient,NY SCTM#1000-19-2-6.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. / SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated November 1, 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 DETERMINATION: 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. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 48,823 square foot parcel located in the R-40 Zoning District. The northerly property line measures 265.62 feet, the easterly property line measures 264.16 feet, the southerly property line measures 242.10 feet and is adjacent to State Route 25, and the westerly property line measures 146.53 feet and is adjacent to Old Main Road. The parcel is currently improved with a partial two-story frame dwelling with an attached one car garage. There is an existing one-story cottage located north of the dwelling and an existing frame shed located in the northeast corner of the rear yard as shown on the survey map prepared by Nathan Taft Corwin III,LS and dated July 1,2021. BASIS OF APPLICATION: Request for a Variance from Article IV, Sections 280-18; and the Building Inspector's September 21,2021,Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-family dwelling 1) located less than the code required minimum side yard setback of 15 feet; located at 34685 NYS Route 25, Orient,NY. SCTM#1000-19-2-6.1. RELIEF REQUESTED: The applicant requests a variance to construct additions and alterations to an existing single- family dwelling. The proposed construction is not permitted pursuant to Bulk Schedule,which requires a minimum side yard setback of 15 feet. The construction will have a minimum side yard setback of 3.2 feet. The proposed changes will convert-the existing garage into habitable space providing a new laundry room,storage room,a proposed family room and a proposed bathroom off the family room. A media room and family room is proposed above the converted garage making the dwelling a full two-story dwelling shown on site plan prepared by Mark Schwartz, Architect and dated October 29, 2021 Page 2,March 17,2022 #7600, Shannon Holdings SCTM No. 1000-19-2-6.1 ADDITIONAL INFORMATION: The northerly properly line is heavily vegetated creating an ample buffer facing the neighboring property.' FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a.public hearing on this application on March 3., 2022 at which time written and oral evidence were.presentW. Based upon all testimony, documentation;personal inspection of the property and surrounding neighborhood;and other.eviderice, the Zoning Board finds the following facts,to be true and relevant and'inakes the following findings:. 1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character.of the neighborhood or a detriment to nearby properties. The proposed additions will not expand the existing footprint except for the reconstruction of the garage roof setback from 6.1 feet to 6.8 feet to allow for more ceiling height the existing 3.2 feet side yard setback along the same westerly property line will be maintained. The proposed construction will also add a conforming second story located at the easterly elevation of the dwelling. Many of the homes in this community have been altered to update and accommodate owners who.wish to live full time in the community. The proposed additions will be aesthetically pleasing enhancing the residence. The subject property cannot'be seen from the Main Road and is screened from other nearby properties by fencing and heavy mature vegetation. Therefore the proposed construction will have no visible impact. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing .residence maintains a pre-existing non- conforming 3.2 foot side yard setback which is proposed to be maintained as the footprint for new habitable space. . Variance relief is required because the applicant cannot meet the Town Code. 3. Town Law§267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 78.6%relief from the code. However, the applicant is staying within the current footprint and will not expand over the already existing 3.2 foot side yard setback. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an additions and alterations of a garage conversion while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Acampora, seconded by Member Dantes,and duly carried, to GRANT the variance as applied for,and shown on the Site Plan and Architectural Drawings(Sheets S-lb,A-1 thru A-8) prepared by Mark Schwartz,Architect and dated October 20, 2021. S J 9 Page 3,March 17,2022 #7600, Shannon Holdings SCTM No. 1000-19-2-6.1 SUBJECT TO THE FOLLOWING CONDITIONS: 1. Proposed porches shall remain unenclosed. 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 a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. 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, Acampora, Planamento and Lehnert. This Resolution was duly adopted (5-0). Leslie Kanes Weisman, Chairperson Approved for filing 3 /q` /2022 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��rif SOUr53.095 Main Road•P.O. Box 1179 e Southold.NY 11971-0959 Patricia Acamporat Office Location: Eric Dantes cn �e Town Annex/First Floor. Robert Lennert,Jr. 54375 Main Road(at Youngs Avenue.) Nicholas Planamento O`�CaUf Southold.NY 11971 http://SOLltlioldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765.1809•Fax(631)765-9064 August 26,2022 Lisa Poyer Twin Forks Permits 288 E.-Montauk Highway . Hampton Bays,NY 11946 Re: ZBA Appeal —AMENDED -#7600 34685 Route 25, Orient,NY SCTM No. 1000-19-2-6.1 Dear Ms. Poyer; Transmitted for your records is a-copy of the Board's August 18, 2022 Amended Findings, Deliberations and Determination,the original of which was filed with the Town Clerk regarding the above variance application. If you have any questions, please call the office. Sincerel , Kim E. Fuentes Board Assistant Encl. I _ I BOARD MEMBERSZ ' Southold Town Hall {. -. ` `. � �C1fyf 53095 Main Road• P.O. Box 1179 Leslie Kanes Weisman,Chairperson P 1� cl- ay' Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes � cn = J To%%n Annex/First Floor. Robert Lehneit,Jr. x a 54375 Main Road(at Youngs Avenue) Nicholas Planamento f�f�^ I �, r'j' Southold.NY 11971 RECEIVED http://southoIdtownny.goV ZONING BOARD OF APPEALS AUG 3 2022 TOWN OF SOUTHOLD Tel.(631) 765-1809 • Fax (631)765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION! tauthoI d Town Jerk MEETING OF AUGUST 18, 2022 Z_BA FILE#7600 (AMENDED) NAME OF APPLICANT: Shannon Holdings 1I, LLC PROPERTY LOCATION: 34685 Route 25, Orient, NY SCTM#1000-19-2-6.1. i SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type it category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINiSTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated November 1,,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 DETERMINATION: 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. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 48,823 square foot parcel located in the R-40 Zoning District. The northerly property line measures 265.62 feet, the easterly property line measures 264.16 feet, the southerly property line measures 242.10 feet and is adjacent to State Route 25. and the westerly property line measures 146.53 feet and is adjacent to Old Main Road. 'File parcel is currently improved with a partial two-story frame dwelling with an attached one car garage. There is an existing one-story cottage located north of the dwelling and an existing frame shed located in the northeast corner of the rear yard as shown on the survey map prepared by Nathan Taft Corwin Ill,LS and dated July 1. 2021. BASIS OF APPLICATION: Request for a Variance from Article IV, Sections 280-18; and the Building inspector's September 21,2021,Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-family dwelling 1) located less than the code required minimum side yard setback of i5 feet; located at 34685 NYS Route 25, Orient,NY. SCTM41000-19-2-6.1. RELIEF REQUESTED: The applicant requests a variance to Eldil •' ,'sora•efi'S demolish the garage portion of the existing dwelling and construct habitable space in the same footprint, including a new foundation, new walls and a new second story above for additional habitable space to an existing single-family dwelling. The proposed construction is not permitted pursuant to Bulk Schedule, which requires a minimum side vard setback of 15 feet. The demolition/reconstruction will have a minimum side yard setback of 3.2 feet. The proposed changes replace an existing garage with new habitable space that includes a laundry room,storage room,a proposed family room and a proposed bathroom off the family room. A media room and family room Page 2, ivtarch 17,2022, AMENDED August 18.2022 47600, Shannon Holdings SCTM No. 1000-19-2-6.1 is proposed above, making the dwelling a full two-story dwelling shown on site plan prepared by Mark Schwartz,Architect,and dated October 20,2021 ADDITIONAL INFORMATION: The northerly properly line is heavily vegetated creating an ample buffer facing the neighboring property. AMENDED ADDITIONAL INFORMATION: Originally granted March 17, 2022. In a letter dated July 25, 2025, Lisa Poyer, representative, on behalf of her client, requested a de minimus approval to recognize the demolition and reconstruction of the existing garage in the same footprint rather than referencing the conversion of the existing garage to habitable space. At the public hearing on March 3, 2022 the agent for the applicant verbally presented the proposed scope of work as a "reconstruction" and "conversion" of the existing garage but never used the word demolition." In reviewing this request the Board discovered that the architectural plans approved in the original decision include a notation in very small print that refers to a"demolition and replacement of the garage in the same footprint." The Board determined that amending the original decision to correct the misunderstanding between how the application was presented in testimony at the hearing and the plans that were approved with the notation referencing a demo of the existing garage. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 3, 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 findinas: I. Town Law §267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed demolition and new construction additions will not expand the existing footprint except for the reconstruction of the garage roof setback from 6.1 feet to 6.8 feet to allow for more ceiling height; the existing 3. 2 feet side yard setback along the same westerly property line will be maintained. The proposed construction will also add a conforming second story located at the easterly elevation of the dwelling. Many of the homes in this community have been altered to update and accommodate owners who wish to live full time in the community. The proposed additions will be aesthetically pleasing enhancing the residence. The subject property cannot be seen from the Main Road and is screened from other nearby properties by fencing and heavy mature vegetation. "Therefore, the proposed construction will have no visible impact. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing residence maintains a pre-existing non- conforming 3.2-foot side yard setback which is proposed to be maintained as the footprint for new habitable space. Variance relief is required because the applicant cannot meet the Town Code. 3. Town Law§267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 78.6% relief from the code. However, the applicant is staying within the current footprint and will not expand over the already existing 3.2 foot side yard setback. 4. Town Law §267-15(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 Stone Water Management Code. I I , I ` Page 3. March 17.2022.AMENDED August 18,2022 rr7600, Shannon Holdings SCTM No. 1000-19-2-6.1 5. Town Law X267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the mininuun action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations to a single-family dwelling including the demolition of an existing garage and construction of a new two-story habitable addition in the sante footprint garage ca►tn while preserving and protecting the character of the neighborhood and the health. safety and welfare ol' the community. RESOLUTION OF THE BOARD: In considering all of the alcove factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson), seconded by Member Acampora. and duhj carried, to GRANT the variance as applied for a demolition of an existing garage and construction in the same non- conforming footprint with a new two-story habitable addition and shown on the Site Plan and Architectural Drawings (Sheets S-ib, A-1 thru A-S) prepared by Mark Schwartz. Architect and dated October 20. 2021. (AMENDED AUGUST 18,2022 to include demolition language in the prior approval) SUBJECT TO THE FOLLOWING CONDITIONS: 1. Proposed porches shall remain unenclosed. This approval shall not be deemed effective until the required conditions have been met. At the discretion of the Boai•d of Appeals,failtire to comply with the above conditions may render this decision null and void That the above conditions be written into the Buildint;Inspector's Certificate of Occupamy, when iss•iietl. The Board reserves the right to.s•ubstin.tte a similar design that is de mirrinnis in naturefir an alteration that does not increase the degree of nonc•on farnrity. Any deviation fi•oni the survey, site plan andior architectural drmvings cited in this decision will result in dela_i•s and/or a possible denial by the Building Department of a building permit• and mqv require a new application and public!Tearing before the Zoning Board orAppeals. Any deviation fi•o t the variance(s) granted herein os shoviln on the architectur•ul(Ir•cnrings, site plan and/or sw•vet• cited above, such cis alterations, extensions. or demolitions. are not awho•i_ed Tinder this application ivhe»involving nonconfor•mities under the Zoning code. This action does not awhorire or condone any current orfuture 11se. setback or other feature of the subject property that n7q), violate the Z0ni17(7 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 Take 4. March 17,2022, AMENDED.August 18.2022 #7600, Shannon Holdinss SCTM No. 1000-19-2-6.1 (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, Acampora, and l..ehnert. 'l'his Resolution was duly adopted (5-0) n Ito L67 _,-slie Kanes Weisman. Chairperson Approved for tiling / l /2022 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex -54375 Main Road PO Box 1179 w ''* Southold-,New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 1 rogerr5-southoldtownny.Qov— sea nd01southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: Company Name: A (--(,e-c 7( / QVC . Electrician's Name: JCS I TP- License No.: /�(�- 3 ��°J J Elec. email; cL /r7v�CaSf I hoo, ®� Elec. Phone No: (x,31- &5-qlay request An email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: A1A1 v1L) Flo t o t-V ,S Address: :S% 85 OLD hAeu feO D R I FAiI` Cross Street: Phone No.: BIdg.Permit#: y a,3� email: vm c { l ,eo Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOO Print Clearly): 5"w S Q i--I- Ann i—ffo 1LJ 4ISO Square Footage: Circle All That Apply: Is job ready for inspection?: YES 0 NO Rough In Final Do you need a Temp Certificate?: YES r '140 Issued On Temp Information: (All information required) Service Size01 Ph 03 Ph Size: A # Meters Old Meter# ❑New service Fire Reconnect[]Flood Reconnect Oservice ReconnectOUnderground OOverhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION - � it- L-4 ga3� 0 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold!New York 11971-0959 . Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(&-southoldtownnv.gov- seandOsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 1, -��-�Z Company Name: P, - 71 Electrician's Name: KC ITJ+- License No.: /Vf 6r- Vol j Elec. email: Elec. Phone No: &31- (S-- t* request An email copy of Certifica a of Compliance Elec. Address.: JOB SITE INFORMATION (Ail Information Required) Name: ev UA) /4c)( ,014/ -S Address: :S & 8 5 OLD 1?0 0A I Feu1` Cross Street: Phone No.: Bldg.Permit email: alAnum e4d Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOO ., . Print Clearly): So TAnnc 1o/J �iSo Square Footage: Circle All That Apply: Is job ready for inspection?: YES❑ NO XRough In Final Do you need a Temp Certificate?: El YES Issued On Temp Information: (Ali information required) Service Size❑1 Ph 73 Ph Size: A # Meters Old Meter# ❑New service Fire Reconnect[]Flood Reconnect Oservice Reconnect Underground DOverhead #Underground Laterals 0 1 2 H Frame 0 Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION -T>cLa c �-D ec7i� 1o3-54I PERMIT tt Address: . I Switches1 Outlets GFI's I Surface I Sconces H H's UC Lts Fans Fridge HW Exhaust Oven WAD Smokes DW Mini Carbon Micro Generator Combo I Cooktop Transfer I AC 1 AH - \ Hood Service A��mppss /' Have Used Special: (U ►ice I Comments 11 1 I I I I I I I I I Z PROPO 1 1 PROPOSED 1 ^ 1 1 �FAMILE,Y ROOM 1 I I I I I I I I Bldg Dept copy from ZBA 12'-51h" I I I I ( I I I Final reviewed documents POSED I I I I I I I IZBA File Date3 / Z 1 1 T 1 1 E-I c V , 1 1 iN 1 1 • • • • • O $$ , 1 1 •------- ------- -- 1--I � O 1 OVEN dMLINGI U1 , • .......-.. 1 � EXISTING DINING ROOM COUNG HEIGHT 1 rw m 11 4G-W 4'-0' 3'41%" 1 1 1 1, 1 PROPOSED , 2'W ra' 1 1 1 j I LAUNDRY ROOM 1 .......... .......... ;..1 wQ 1 1 1 11 1 •v W p4 3 1 ± ` 1 3'-0' EXISTING M ---------------- - ------ -- PROPOSED 9'-3'h' COVERED PORCHO EXISTIN4 O D FAMIL400M � Q w c PROPOSED CEILING HEIGHT `D o O STORAGE ROOM In ..................... 00 M l2V-8' EXISTING KITCHEN b.-. CEBING HEIGHT a �� 8 --- a d� w� 0000 EXIST.BA 111 11E as U O `�r1 7 EXISTING LIVING ROOM E 3 8.9 CEBING HEIGHT 11 1 1 {y7 11 EF•� d F PROPOSED 1ST. FLOOR PLAN EXISTING SITTING ROOM / % ==== 1 B 3 CEILIHEIGHT flGHT SCALE: 1/8" = 1'-0" :+ %d In 4 E 1 1 EXISTING HALL N s PROJECT NORTH ;; CENNV.GHEIGHT W EXISTING: 1465.5 SQ.FT. ti DRAWN:MH/NM SCALE DEMO: 741.0 SQ,FT. ®. .0 JOB q: ADDITION: 870.5 SQ,FT, del; _,,,y �., 1=012M V� SfIFEi NUMBER: TOTAL AREA: 2336.0 SQ.FT. ?� •.'�R ��- A-6 21'-8° ' 20,x° W rn q o �� PROPOSED � aoCWM z 0 -------------------------------- F 1 rwIING 1 1 1 D 1 1 lbs i EXISTING LOFT Q o 1 W O0 PROPOSED CLOSETzw 1 3 1 6 Bldg Dept copy from ZBA O A tra -"" Final reviewed d ents z Ixi zBA Fil # 7 < O W-91^ r-a^ Date: / 4 o O � v21'-8° EXISTING BEDROOM . 7 •' iAy EXISTING O PROPOSED 2ND. FLOOR PLAN EXISTING SCALE: 1/8 = 1'-0" sLOSU INTERIOR ELEVATION SCALE:,1/4" = 1'-0" E �, N E�ff1�4��S PROJECT NORTH ;_____; STI 1 W + fj,Y EXING: 926.2 SQ.FT. EXISTING HALL y Ql� DRAWN:MHlMS DEMO: V .,�+.-..... sl'1I R. 7 toa a: ADDITION: 485.4 SQ,Fr. Iwaal TOTAL AREA: 1411.6 SQ.FT. SWMTNUMBEX- A-8 CIO z 0 T` J W 0 _ � o N N H N = ® I H .L LILLL H 11 11 1 U. ®11 1 I I I I I I I ® L q L o0 ® T1111 III III I IOW oA� PROPOSED WEST ELEVATION o 0 SCALE: 1/8" = 1'-0" M Bldg Dept copy from ZBA Final reviewed documents ZBA File 4 `f&gyp nate:3/)-7 / s --- ---------------•------- - ado Q 4 ar z U � - L U � 9-8 a ----------------- - N Gli ® 11D EXISTING WEST ELEVATION SCALE: 1/8" = 1'-0" "� -� 'r � rV- � DRAWN.MH/NIS '^- .01r �r M SCALE: Jos a: 1 M10Q02J SHEEP NUMBER: A-1 - o x VAL - A "EEBBBI It ION , o 0 A . A OD 00 - _ W x �z PROPOSED SOUTH ELEVATION o SCALE: 1/8 = 1 -0 00o A o� o� a,: 6 �\ Bldg Dept copy from ZBA—'1 Final reviewed documents i zsti File# s ,Date: / sw3 w 0 FE73 LO .0 00 --- ---I ® a. R4 log s T �1 � EXISTING SOUTH,ELEVATION �'$ DAAWN:MH/MS �r .00 � � SCALE JOB N: SCALE: 1/8 1 -0 ^---- ,Drell SBEETNUMBER A-2 . - z 0 �d AII 011111111111 _ H a� A ®® ® d ® ® ' GO z 111111illillil It, Jill Ill Jill0 H 0 A r - 11Q A Fic pt copy from ZBA iinai eviie vied documents x W ZBE1 File# Z PROPOSED EAST ELEVATION I-7 OH SCALE: 1/8" = 1'-0" Wk 00 M Ez gz N c E � o U ;:A GAN Lw3 � s ° W to a EXISTING EAST ELEVATION DRAWN:MR/M9 CAM SCALE: 1/8" = 1'-0" .*�"> .d � � ;D 0 ozi •,^'ter++ '^ SHUTNUMBM- A-3 on . z 11 J 0 �d r� H �f 1 ® I11 FIT I ® ® ❑ o VENT FM nRH'lAa1-4 O Q I Q ® ® ® Bldg Dept copy from ZBA ®® � Final FIreviewer-d�documents Date:S l j 7` ¢q W A4 11 fill o p3j OAw PROPOSED NORTH ELEVATION boa SCALE: 1/8" = 1'-0" ;° r M r[5 � cE "'c ;j o i a> ter%A .67Li E 0 m ou53 s El E3- EF-31 w F7� y N EXISTING NORTH ELEVATION a � � DRAWN:M1BIlMS SCALE: 1/8" = 1'-0" �' .oma � � *� ,DBAF. SHEE7NUMBER: A-4 ---------------------------------------- -------------------- v� z 0 w ------------------------------ Q z 0 H 0 Q Bldg Dept copy from ZBA Final reviewed documents ZBA File# `7 ba Date: / an qq --------------------------------- --- p I zw o � AW x �O 00M X BEDROOM 92 6 c . F s w 3 a EXISTING O EXISTING 2ND. FLOOR PLAN SCALE: 1/8" = 1'-0" �` NEW j CLOSkT v N PROJECT NORTH N -�-- W � E EXISnNG HALLc( TOTAL AREA: 926.2 SQ.FT. . �•'�e DRA":MBJMS sem: r„ JOB 4:J�!-0lJOIJ SMETNUMBM A-7 21'-8" 1 I T1 I 1 I I T1 1 3' r/4' 4'4" �• . 1 •� . •. . 1 •� iOG WORKSHRKSHI I I I I I I I I z OP 1 I I I I I I I I I 1 `C� I I IDE CN m A EXISTING GARAGE H EXISTINGI A LAUNDRY ROOM EXISTING DINING ROOM Bldg Dept copy from ZBA CEIUNG HMC+IT Firlai reviewed documents EXISTINGMUDROOM ZBA File Date: MSTI G V4 O lam s O C W 9/ EXISTING -a' Q i '�-i - -- -- FAMI M ° �� 12'-0 CEIUNGHEIGHT t00o EXISTING KITCHEN - O 6.4 • CEILING HEIGHT 0 a "5 E u� --- m C 0000 � w old EXIST.BAR 5 c 11 U d 0 g-;' GELLING HEEGHT 11 3 Q Q 11 E%ISTING LNING ROOM a 11 eg CEWNG HFiGHT 11 cn 11 F cn EXISTING 1ST. FLOOR PLAN EXISTING SIrnNG ROOM /// ---- ;Q>iil "� t Q SCALE: 1/8" = 1'-0" `E""`"°`"` N S PROJECT NORTH '1 >:XIQOP 11 EXISTING HALL 1 1 G H S700P 4 CEILING HEIGH7 11 N W DRAWN.MH/MS TOTAL AREA: 1465.5 SQ.FT. � ' SCALE ^�+ tos IM020 QE1 SHEETNUMRER: A-5 264.16' tp O H N 7.2. Q 33.P s S 05o23'1011 4 � W A °L Cc. Bldg Dept copy from ZBA A Final reviewed�oc nts d ZBA File# Date / / �o RECEIVED ' � 4w 6. O OCT 2 9 2021 BR C00 9.5 wALK / vY �.,� r^,�'I�AhS ZONING BOARD OF ' cn cn COTTAGE fr I Q ❑❑❑❑❑% / STONE WALK cl Liema d 2 Baa WALK ,Z. iiilllllll i ,.y / p�Q� 9 --:a 3LJ EXISTING I l i l l i l l l l i O < C CJ�P 2 a zz eRla PAno �EHGoIA OLEM I � c � m SCTM # 1000-19-02-6.1 �>? y EX.GARAGE STONE O�OOOQp BRICK LTONE DESCRIPTION: AREA LOT COVERAGE: s 3 01.8 SF PATO WALK W sOG.y WALK STONE / WALK ].S / O 6.1' p,TKw A PROPERTY: 48,823 SQ.FT. 1.121 ac F CON SLAB I ISO EX.2 STORYDaSTINV RA oR HOUSE 2 ` (� y GEN Lzi EXISTING HOUSE: 2206.5 SQ.FT. 4.5 ° a EXISTING COTTAGE: 601.9 SQ.FT. 1.2 /o � F' T EXLSDNr GRAVEL o �6 V 1 DRIVEWAY ooea�'r EXISTING SHED: 492.3 SQ.FT. 1.0% (� EXISTING PERGOLA: 253.0 SQ.FT. 0.5% 2 `^ N EXISTING SITE PLAN 146.53 SCALE: V = 30'-0" N 1300311011 VV / TOTAL: 3593.9 SQ.FT. (7.2%) DRAWN:MEI INIS SCAM LE: EDGE OF ® MR.. LM_u/2o2L wE _ D MAIN ROA METES&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: JULY 1,2021 SLLFE7NUNSEER EDGE OF PAVEMENT OL18 264.161 %N/� D a O HI �p Bldg bepi copy from ZB— A� N z�. Finai reviev;Qd documents 33.1' ZBA,Fife 4—7&Di22—:2 W S 05'2,3'1011 W, 5 5gry / Date:3 i-?/ o ! BoaAIVE♦tsI W ! tooxwnTEK lan°vF:xaow.FL ¢ '�_ PR°NRE fAfOB.%f°®DRtt1£LLS 7 µLL 6'tls. ) s--+ \ ORf15F115 UDPUIY.]aE O F—/ rtTFR-STANDARD S O •` 1`f l`\�\`,,\\YV■■■ ,,,,'11V✓///J■y/Jell _ rnx6: l o°Mf eKm V6TAWiftPI LL'RR vnalluis IIAv2[fFtl RiOPlPLY W6NFE0. l� WELL-- ` / rya1aFAVDuf Txwarih{pI°ai°R6TAWT[dL 14 PpBaaE SAD,t�GHEr1Gt6aE®UExTB)BrraBNa6XTLPEF00. /� IP AD@19G 6Ts�L15lrara5>ffixMTE°x0&raBMTCI'OXIDitlm6 �L. Cl tM4YTCTIlFA1IDt TK9tlVAtSM0tU3P�Pt tntrtx.<T w11tIDA6Rtll/A nETe15 wtlx siNi[CTN¢saOve:G PaVIf. \ 1YEsfUw��WdXNs(mPRA4@WiM tW,ItWL90KM9MdGWRtfS ^-, A�4 p r°asrt°�IDitlwxmSlF ,•T°Trm xvBlf.T cfasl /V ,4C ).9EErrvxrtLIDmlExGnsw.rtxw�lenmRJ°INrS l � � y�t�.AAW NOSCSR[A(a1R�tT0 Wwlp91R5 Av° v QP n.alemax alrrN®wA%wnnAoumssx.Xrsnwum '�.I � ow�TaT. � >}c�ma nrnxzrwtsr°smpt mXetsme'S AS Ro[uT®.vl A O 0 ormxnonwATemotr. ¢♦ / /YI DRY WELLS TO BE IV MIN. n PwlTcnov W 0 AWAY FROM HOUSE •w 'T9 T""�naaa%rstvvtamwrmav acwnzcL P4 `+ 4j » x®,anoaysua nwtrmr�mnnsmmcsatrmtn r,03 3 0 w ZE, °x ¢ Z �f0 A WZ 40 �W Q O Q 6.4- LPI O x00 r � 1 ENING 2 m ! M SCTM # 1000-19-02-6.1 1TORY COTTAGE_ / DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: 15D❑❑❑O" ` ,Z. /'� I PROPERTY: 48.823 SQ.FT. 1.121 ac - - STONE / !`(� Lli.°Lvc auCT�°ry /9'dia ♦ OO l WANG 9 / -p c� m ESTIMATED AREA OF ♦+_r ❑ i 'tA1 ❑ ! ll+ GROUND DISTURBANCE: o Rl ❑ � I '♦ L• O P b q-5 2' WO �_ 1 BRICK / h s -Tl WALK .r Z EXISTING BRICK PATIO EXISTING HOUSE: 2206.5 SQ.FT. 4.5% I i EXISTING Si1NG 22.0%2B5GARAGE AND � 11 iPEdGduJ3 SCQo G e� EXITING COTTAGE: 601.9 SQ.F . 1-2%B7 �� e�uS E 12SX10.TMUD0.C7MTOBMOUSH O REPLACE WTOSNEW 2AX345'FAWLYROOM Ii i:iiIii. 0 PY ' AND LAUNDRY.BATH AND STORAGE ROOM:W - - lj i t I I t -iii ! E v ADDTON.WITHPR0POSED 2ND.FL000.MED J� _ 263 0° ARTA WITH PROPOSED 12.2'X 13.0 MUDRCX)M }}'�•"- .T EXISTING SHED: 492.3 SQ.FT- 1-0/ s PROPOSED ADDITION TO BE CONSTRUCTED IN f 325 SF nOry �Q��0--.A.-E . s WALK STONE 3, SAME LOCATION. EXPANDING WEST M 2 STORY - STRUCTURE 0Y 6'AND MUDROOM 2.7 EAST 3's;.��s�� j WALK x.y j " � EXISTING PERGOLA: 253-0 SQ.FT. 0.5% - PROPOSED 3s X 12s i / l���r TOTAL• (7.3%J - - COVERED PORCH I N f ..j• _` a EXISTING STANDBY GENERATORTO BE �i RELOCATED AS SHOWN.GENERATOR U TO BE INSTALLED ON A CONCRETE PAD s F.X.2 STORY HOUSE tO AND MAINTAIN MINIMUM DISTANC ' BILCO O� / ,yam iJ•r_ -1.6% - y E WINDOWS AND 2.z' r 91 DEMOLISH EXISTING: -757.5 SQ.FT- 40 CU-YD.. FROM STRUCTURE. y DOORS AND SIDEYARD AS REQUIRED. d ALL WORK SHALL COMPLY WITH NYS 27M FOR EMERGENCY AND STANDBY < /// , SYSTEMS 1 s• !-— 1 19` W V a 3 x Q TOP sD EXISTING y ¢ PROPOSED ADDITIONS: 903 SQ.FT- 1-7% 100 CU.YD. 35 CU-YD. l LOCATI I DRIVEWAY N 4' \ PROPOSED PORCH: 42.7 SQ.FT. 0.1% 3 CU.YD. 1 CU-YD. yy�� oma O^ ''o- -• ! b i r IG PROPOSED LANDINGS: 81.8 SQ.FT. 0.2% 5 CU.YD. 1 CU.YD. CID rttry- PROPOSED SITE PLAN T<uiaQrRFnv 4'R N �, .+D• <E°xrA.a+l - 146,53 , N6TRucIO SCALE: 1" _ 301-011 PROPOSED DRYWELL• 8'dia,4'deep - 6 CU.YD. 2 CU-YD. ENrRULCE N 13°03'1011 W DRAWN:".,I. S ' SCALE: EDGE OF PAVEMENT I/ TOTAL: 3823.7 SQ.FT. 7.61% 154 CU.YD. 39 CU.YD- IOBq: UTILITY • 1 _020. ! SHEET NUMBER: ,— POLE MAIN R®AE / METES 6L BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: JULY 7.2021 S_ lb EDGE OF PAVEMEtdT OLD REVISIONS: B 211-811 APSO��ED AS DOTED 7'-6" 7'-0" 7'-2° DATE: —? -� B.P.# ��.3 - ------- -------_ FEE BY: i 16"d STEP NOTIFY BUILDING DEPARTMENT AT •-------1-- ----• 631-765-1802 8AM TO 4PM FORTH D FOLLOWING INSPECTIONS: s°Fc SaAu w'a^suis '' p 1. FOUNDATION-TWO REQUIRED °P�INFORCEw/,10/106X6'\V ' �' FOR POURED CONCRETE a° (TYPICAL) == .: d' 2. ROUGH-FRAMING&PLUMBING li UST 3 INSULATION _ o p — — — — — — — — — — — — — — — _— 4. FINAL-CONSTRUCTION - -- v - - BE COMPLETE FOR C O.M a Dd d Dd D o• I I � ! • d d . - - #5 REBAR MEET THE I All CONSTRUCTION SHALL `O a 6'-13/4" @tz oc 14'-2'/4" ; it I' ® - ® p REQUIREMENTS OF THE CODES OF NEW d- p 1 ,! YORK STATE. NOT RESPONSIBLE FOR x1111 EBRD FIS — I CTON TRU ,! DESIGN OR CONS I I ii I T� I h I 1 I I ! WINDOW Q _1 �rN n1' WELL(fYP) i 01 1 X IIII � 16"X8' FTG w/(2)#5 REBAR00 c l M I I 1111 N MIN.3'BELOW GRADE I O A �, rn 1111 ON UNDISTURBED SOIL _ "1111 i (ADJUST DEPTH TO FOUNDATION v 1-314X7.1/4 L F1 ly 1 1 n 1111 I i- _' 'Ci' FOOTING IF REQUIRED)(fYP.) a I z X2'Xr 1 1 1111 I I! , I', I 10' CONC FTG. 1 (TYPICAL) 4 - it 1 o � I �I - - -I I _ 1111 (TY ) n I - D --Iw-- 1 11 _ lilt I I I u n DBL 1-3/4X7-1/4 ML Fl 1116 OC ' N - wnn ' p 1111 _,.., ._ ce fill CRAWL SPACE ,° d D - M _i LI. 1111 6.7 CLG HT _ 1 ' 1111 I -n 1 1 I 9all a 6'-13/411 10'-23/4" 3' 11'/2" D. �`d o d d . D li / / f " C1lilt111 2 - - #5 REBAR -. W M 12'OC . IIII j IIII @ _ , LL IIII 1 11 1 0�,. r--IMT-_, .-_ .. .41-611 IN _' 1 1111 I I 1 �, g-2 • . #5 REBAR ' _'______(2T L-3/4X7_-114 MLFLU51 L---'-- ' _ a I I @12"OC H� --1---------------------- fill o ! �_iu X 1111 1 1 1 1 1 1 1 1 1 1 1 1 l u 1 - IM D 1 1 1 1 1 1 1 I 1UP11 IJC d' M1111 I 1 11 1< ' ^ 1111 `^ 1 O n1 i1_Ir1 II 1'- III ' I I ' 1 I I 1 1 I I if I n' ' 1 1 1 1 ' \ LL ----- - ' . .'.DUTCH 4 ' '-------------- PT - --I-= _ -_ ' -' WALL n f " '''" - --- I I I ' j�-T/4 MLf EUSH--�- -.I-- 1 ' �a 4 I 1t I UL. .-- - ' 1111 ; ` 17 2'X2'Xl LL IIII X O 7-1/4 V CONC.FTG. P4 FLUSH (TYPICAL) Lr) nn� X 6'-13/4" 3'-5'/211 6'-9'/4" 4' 31/2' M 1111 12'-4" % 1-34X7-14MLFJ •-�n5�, c m I1 '• / ' nn� 1 2'X2'Xl' .o i Q @16"OC 1 1 I 1 of l v a , v v a . o a 4- 16: I CONC.FTG. u1 , 1 111 x 1 (TYPICAL) =N ' 11 W ' ALL'FILL'BENEATH CONCRETE SLABS TO BE_ #5 REBAR 0 WINDOW -n ri;2 o �p "COMPACTED TO 95%RELATIVE DENSITY @12"OC WELL(TYP) t7 ' ASTM D-689. (TYPICAL) - M oo N N -1 1-3/4X7-1/4 ML FJ (@16"OC ^ ° ° ° 11110, i #5 REBAR ' ' ' 16"d STEP n n m 12"OC C 1111^ @ :, ,4 = ,, j' �' O W 11117- ,^ ' I IIIIM I W /. � , on fill Fir) 06 PROVIDE OPTION FOR CATHEDRAL �� �� WITH NO COLLAR TIES(3)14"ML lo 21-6v' 51-011 2f-611 17 w/POST AT CLOSET WALL TO RIDGE 1 n t-011 12 21'-811 1 -0 12'-011 ol 1i 4 �6 OC 10 RR@ (2)2X8 CO RTIES @48"OC _ 12 INSTALL GAS HYDRO/AIR HEAT, ' — - — —2� A/C,ON DEMAND HOT WATER B / ,� � O cn y u ,' ! ,' f X LO 1 1 O� O ' Oar v�� 00 31 RAILING 3 - 2X10 RR @16 OC PROPOSED FOUNDATION PLAN ' ; N u q EXISTING SCALE: 1/4" = 1'-0" � � V cn 34"SUBFLOOR E / �- .� I 14"TJ1230 @16"OC N PROJECT NORTI ' ' 170 �o in - - - - S / / i 00 11 v N E v SOLID (2)1-3/4X14 2X6 C1 @16"OC W / W BLOCKING ML ^ ° _I EXISTING00 CA U ' 2 y''�, O 4"SUBFLO R 3/4"SUBFLOOR 1-3/4h7-1/4 ML @l6"OC;' , - — - — e (3)1-3/4X7-i/4 1-3/4X7-1/4 ML @16"OC M�/ 1 (3)9-1/2 ML ML FLUSH BEAM 31-0" GIRDER (2)1-3/4X7-1/4 d. STAIR ML FLUSH BEAM .� LANDING + -i 4 ,.DUTCH / , WALL EXISTING /' % Ln LALLY O .� COLUMN 4X4 POSTS •, 4"CONC.SLAB : ' / �,,y ,•�� '!� `+ :'�y� ;°"""+ flow iy f CONC.FTG DRAWN: MH/MS 41= dE ^r,,...�:,."�„- .. SCALE: C CROSS SECTION C $ $ SCALE: 1/4" = 1'-0" JOB 1/ 1/19/2023 SHEET NUMBER: A-6 1 _7 r- TT j of­r®1 Tr" TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ;�y�• o�g Telephone(631)765-1802 Fax(631) 765-9502 https://ik�vw.southoldtownny.gov ate D E C. Received VA PRO r .. P APPLICATION FOR BUILDING PEI For Office Use Only PERMIT NO. Building Inspector: SEP 4 2021 Applications and-forms must'be fIIled out in their entirety.Incomplete applications will not be,-accepted. Where the Applicant is not the owner,an TO!"' .Owner's Authorization form(Page 2)shall be-completed. Date: 09 1517, 1 OWNERS)OF,PROPERTY: Name: N� AIAd SCTM#1000- D� Pro'ect �AciclrPs:—;*715 Al rd Jz0 let ty Phone 3 _ S© Email:" Mailing Address: v t. h &--^i . C.IyM.►� CONTACT PERSON: Name: HAWKw Mailing Address: 1-90- MC V Gq-0 6(d6 , Phone#: ~~ 1 Email:Pik • e O aq Is q 4 DESIGN-PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATIONc, Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure Addition Pteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? es ❑No 1 r PROPERTY INFORMATION Existing use of property:.!C ,q�L M Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes)<No IF YES,PROVIDE A COPY. Check Box After Reading: The owner/contractor/deslgri professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION 15 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 building(s)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): l� SG I w��rr authorized/Agent ❑Owner Signature of Applicant: Date: G-7 CONNIE D.BUNCH ` STATE OF NEW YORK) Notary Public,State of New York No.01BU6185050 rSS: Qualified in Suffolk County a 10 COUNTY OF fk, /j� ) Commission Expires April 14,2 a HA 14.14 5e-d w A&j Z- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the G (Contractor,Agent,C rporate 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 A �2— flay of Lim 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Y14A2UA,)04J residing at 347 5 t! 14q N rW do hereby authorize �" IC �G�w �?� to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 264.161 N z o N Bldg Dept copy from ZBA Final reviewed documents 33.1' / ZBA File #74 6D W S. S 05°2310„ W �; Date:3/ / a S--Q�J�... W� / Y / Hoof Mfx lauw ET z Imr.wARlf lnxlofftN cuf Q T T I31f OAx V6Ppw^A615 z IAtT,eH�,a'MPI f�-1 MwE f6 VAI .1b 0 / Ir H.1 1 , I I ■yl Df,F fi RTFR-CTA/MRfI C• 0 y W IIOT affsl Vhf ROI llltrt 461..xR51MtBall IIIOBLY MNm WELL f� O/ 1}fxaaAAnaV: -RpIOpAr uOlC TO e6TMW1011 ). vNB19161cnm5f[[n.ecBIFMaMY0Cl11101 ��W.gASSFOIM 51wSfMR UIUBIMRIRCTmIYRO6 (�- �f<iW5 MSM YAVR(�AE Uf(nIIG raortSW�n fDRKTPEl11<B�M ~ Px;T.I,ARa. Il4YRW EAIOW TOwx6tfMdUN'oiOJftl EKxY.Cfaw. �fBM W.TE%w o. / � / ) x�1FIp: KXO<P OII'SBef TO VUMBGRSArO f V a`<a moai�'xo v.ax wYM A anaf RrraAr v xxxT v o4 � n.ruec�o woc«.arculs ro smw swelsmea As eoccxm:fa A�. DRY WELLS TO H 30'MIN. n I.oTfc*Iw. (rl a AWAY FROM HOUSE yw9TRT no�uim woouresuOa TdRnKAl affroKT. a�xa�d.f. ,=ff,�RR.a..IR,. ] 3 =s ° zoo xDo OZY= SCTM # 1000-19-02-6.1 COTTAGE / 9.7' DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: r--- IP,IRof I MOOlo ONE / •t• ^_ PROPERTY: 48.823 SQ.FT. 1.121 ac - a RO aEKfRO1F(*[ow 1 derp 1 aIHAYFA<f D. 1 }0 ESTIMATED AREA OF E E O 1® �� GROUND DISTURBANCE: BRICK pp 218 E%ISTING WALK M~ µ BRICKPATIO I 11111111 1 �`? O fi LP EXISTING HOUSE: 2206.5 SQ.FT. 4.5% - - �p EXISTING 12.0'%28.5'GARAGE M � 3 j p� 12.2'%10.7.MUDROOM TO BE DEMOUS Z 4 777 REPLACE WITH NEW n,01 x 34.5 FAMILY Roots _ i i i i I I i i i i I c EXISTING COTTAGE: 601.9 SQ.Fr. 1.2% AND LAUNDRY.BATH AND STOMGF ROOM;IN t �«' 1 1 f 1 I i 0000000 --� ADDITION,WITH WR DPOSED 12.2X 13 FLOOR MEDIA 32751 ' y� EXISTING SHED: 492.3 SQ.FT. LO% 3 AREAOSED ADDITION 12.2'x13.0'MUCI-ED f 1P- .7 I_J•+ BRI[K PROPOSED ADDITION TO BE CONSTRUCTED W STONE OCiST ONE SAME LOCATION.EXPANDING WEST ON 2 STOR QO]% W�uK {TONE PATIO WAIx STRUCTURE BY b'AND MUDROOM 27 EAST .. WALK i a► '` / x EXISTING PERGOLA: 253.0 SQ.FT. 0.5 PROPOSED 3.5 X 12. COVERED PORCH ------ TOTAk (7.3%J - - EXISTING STANDBY GENERATOR TO BE 6. A� 40 RELOGATEDASSHOWN.GENERAT _ Ek STORY • ♦�O �j\ �� TO BE INSTALLED ON A CONCRETE P j� AND MAINTAIN MINIMUM DISTANC 5 BRCO HOUSE tn O/�h/ .� /�1 FROM STRUCTURE WINDOWS AN 2. ` �• w �1 DOM AND SIDEYARD AS REQUIRED. , DEMOLISH EXISTING: -757.5 SQ.FT. -1-6% 40 CU.YD.. ALL WORK SHALL COMPLY W NYS 2701 FOR EMERGENCY AND STANDBY SYSTEMS I fW• , V\ R 3 / • u Q O PROPOSED ADDITIONS: 903 SQ.FT. 1.7% 100 CU.YD. 35 CU.YD- TW LO�An I �GR�AVNEL N O \ / DRIVEWAY PROPOSED PORCH: 42.7 SQ.FT. 0.1% 3 CU.YD. I CU.YD. 01, _ O • .Q1�L �� PROPOSED LANDINGS: 81.6 SQ.FT. 0.2% 5 CU.YD. 1 CU.YD. W KTw`I Anf fT / 146.531 PROPOSED SITE PLAN 14 EV AN EO SCALE: 1 EE = 301-0° PROPOSED DRYWELL: Wdia.4'deep - 6 CU.YD- 2 CU.YD. N 1300311011 W DRAWN:MH,MS SCALE. EDGE OF PAVEMENT TOTAL: 3823.7 SQ.FT. 7.6% 154 CU.YD. 39 CU.YD. loa r: pVERH0.��.�1�1�•`._• t� OAp �;.:.,�.,t. SHEETNUMBER: POLE MA _ �•�•_ _ OLp ►` � METES 6 BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: JULY 1.2021 EDGE OF PAVEMENT mksarchitect@o tonline:net FcFroE UU14 DD FP PIv/ DN11,',emaker,Amanda <Amanda.Nunemaker@town.southol . y.Se day, September 21, 2021 11:56 AM TOWN OF SOUTHOLD To� '�U ��ZZ architect@optonline.net Sub,�ect: BUiLuiNG ULP�. � hannon TOWN OF SOUTHOLD t You can email,it to me since it's just for a disproval Q From: mksarchitect@optonline.net<mksarchitect@optonline.net> Sent:Tuesday,September 21, 202111:45 AM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us> j Subject: RE:Shannonifi-r I A � So...we will revise and just drop new floor plan to you today...correct? , From: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.nv.us>' Sent:Tuesday,September 21,202110:28 AM To:'mksarchitect@optonline.net "" Subject: RE:Shannon Ok,at the very least the door will have to be removed from the storage room with an opening or we will have to deem il- a bedroom. From: mksarchitect@optonline.net<mksarchitect@optonline.net> Sent:Tuesday,September 21, 202110:06 AM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us> Subject: RE:Shannon r Storage for coats, plastic bins, laundry,shelving, pantry, refrigerator and freezer(s), holiday decorations, etc. the existing old house has almost no storage closets at all. From: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.nv.us> Sent:Tuesday,September 21, 20219:29 AM To: mksarchitect@optonline.net Subject: RE:Shannon Yep,that's what I get for rushing this late on Friday afternoon... What is that storage room going to be used for? I'm just concerned it can become a potential bedroom. That's a large room. From: mksarchitect@optonline.net<mksarchitect@optonline.net> Sent: Friday,September 17, 20214:06 PM To: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us> Subject: RE:Shannon 1 ti A n w Footp�_int to be exactly the same foe side yard...we did bump out front and rear a bit...plus,we did show the stairs on first floor plan. See them? From: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us> Sent: Friday,September 17, 20213:19 PM To:,mksarchitect@optonline.net Subject: RE:Shannon Also,the closet will have to be removed or they will need SCHD. From: Nunemaker,Amanda Sent: Friday,September 17, 20213:16 PM To:.mksarchitect@optonfine.net Subject:Shannon 'Hey Mark, I'm looking at the disapproval application for 34685 Route 25,Orient. The first floor plan doesn't show where the stairs will be situated to access the new second level media room. Secondly, is the new proposed addition within the exact footprint of the existing dwelling? I need to make sure I'm calling out the correct side yard setback of 3.2 feet. Amanda Nunemaker Building Permits Examiner Southold Town Hall Building Department 631-765-1802 Virus-free. www.ava.com 2 SURVEY OF PROPERTY SITUATE ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-19-02-6.1 SCALE 1 "=30' JULY 1 , 2021 CONC. MON. AREA = 48,823 sq. ft. 1.121 ac. o N/0/F RUFUS W. TUTHILL ESTATE �! gi Vp S 89e 7 ff Z 19 50 E 265.62' CONC. MON. FENCE STOCKADE FENCE - � O.L. w WIRE FENCE FE2 S ° w CONC. MON. NCE N V 2.3'E. GENERATOR- 28.5 ,��,.. FENCE N CHIMNEY I 0.6'S. 0.1'W. mf CONC. ^' mSa 15.2' " w • Z o SLAB �' GARDEN 6.2' 6.0'N 1 STORY BELGIAN BLOCK CURB A ^' °° COTTAGE FRAME `" • a u 13.1' a Iw (D o.. 6' .,► o ':GRAVEL DR ^'S.0 6. 7.2' �-- ... : ❑❑❑❑OO 15.2' 0 1' Ij 1.6' 16.2' _ O BELGIAN BLOCK CURB m BRICK 0- 4 I Z ! CELLAR N N PATIO ❑ 20.4' CD r•A ! ENTRANC�Y x N is O o o -Zi STONE W N 0 o STEPS 12.2' 16.5' o • G� (1a WINDOW 1.7. vm zi 0 r e 41.7' P"',I ❑ v 4 m'q_; 16., N 20.0' N z� 2m N W W 2 STORY FRAME N 13000 nm m FRA ? SHED �' I' •.zx 'O a fD N HOUSE & GARAGE w WOOD v� 3' y YA < °° CHIMNEY ARBOR o BRICK WALK IN SAND �0 pD L Z N 28.0' 26.0' io_ BN ICS WD WELL STONE FENCE � STEP FENCE 1.4'E. ° RICK ai 0.Cw. STEPS n NE WALK c• y S70IN SAND _ m STONE WALL 1�1I S O .,. .• m o l�F iyg4 O ❑ H BRICK y •- � PATIO � o ry.1 ' L STONE WALK \•.,• (�J IN SAND \Ga Lj n m 0, ' �7x 'd•. �95� -IVA -`•��y. e .mac 4)0 B9Stih �� PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED OPTED 7y% W oV FOR SUCHBY THE USE BYNTHEPNEWVYORKNSTAD ANDATDE LAND 'i S'C\ a F TITLE ASSOCIATION. .� • .. \. W W \ Q N OP42 \� • P4 0 \ ,P N.Y.S. Lic. No. 50467 TO THIS ALTERATION TI ADDITION Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Successor To: Staple J. Isaksenngegno, Jr. L.S. TO BE A VALID TRUE COPY. Stanley A. Isaksen L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys — Subdivisions — Site Plans — Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND PHONE (631)727-2090 FOX (631)727-1727 LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS11- OFFICES LOCATED AT MAILING ADDRESS TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. P.O. BOX 16 1586 Main Road THE EXISTENCE OF RIGHT OF WAYS Jamesport, New York 11947 Jamesport, New York 11947 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. E-Mail: NCorwin3®aol.com 40-145A FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: September 21, 2021 TO: Mark Schwartz(Shannon) PO Box 933 Cutchogue,NY 11935 Please take notice that your application dated September 14, 2021: For permit to: construct additions and alterations to an existing single-family dwelling at: Location of property: 34685 Route 25, Orient,NY County Tax Map No. 1000 - Section 19 Block 2 Lot 6_1 Is returned herewith and disapproved on the following grounds: The posed construction, on this conforming 48,823 sq. ft. lot in the R-40 District, is not permitted pursuant to Bulk Schedule, which requires a minimum side yard setback of 15 feet. The construction will have a minimum side yard setback of 3.2 feet. 41 Authorized Sig Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. 264.16, N P ko O 33.1' W w ea. p / M O5°2311pE! gu 1 4 ,� xpo�.Bv,�o�zso FT z � \ ,DDArrA,FF,iRDxD.F.zTPDD F Q 2.z. DE,i,>DaK.'D P z \ O_ / OC.F ITTFF�a-STANDARD 5 C" \'VIII��IIII G n.D�a:mDx sTaa,cs xarE xvEn vaovva�r vaEvsazo Q WELL- 1.DD�Tr,�xD�rNi�norvux,i,�D /'\ el aOutvrt+c�n2�r�EwLn�rat�m[sauas�man wv[a nrt�aaor¢�i�oma2 Q `AAAT'''�Y [).PruN'fineu x�e1ED14Tu 9JPFe65 AAm TSDaTnLE5lN coxTMr wmlDlsSinlua /\v' �vj \ 1Pl.il.ortrtnroe[c�rm aaKwTM��-Twxtrx�aMoor a� )E'=wn am, nni-" loltrts.5PoN5 a,D P e) ��arvFr.xpaul.wrD�.am1sw.xl suv nlxr v �e � zl.�,�rDw AixswDvsTos<Dax snvm snTex,s�nD�uTzo s� [a CZ / DRY WELLS TO BE 10'MIN. aL vaorecnDD ° Ll� AWAY FROM HOUSE e�va°rzcT ix'TaitD vvaaers uxiumxwcnw+ar vaoiecr, w C:) �i ): uv, uaoa uneaws+neTD vaow,ees e�Daewazr<xTwi C/� � C43 ° zz2.8 2.5' ry 0 64• oc BRICK M oc° 9.5' 2.1' 20 M ISTORY SCTM # 1000-19-02-6.1 COTTAGE / 9.7' 34.3'......... DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: }'F��3� OOLIY o0go, / <oNsixo°mon spew .e'ali. wO ��' (1_ PROPERTY: 48.823 SQ.FT. 1.121 BIC -.B- EDe� 1w• p 1 O O / LP�S� 5°�' z Kol o ^ . ESTIMATED AREA OF OW / ``Y - N O GROUND DISTURBANCE: _ �O i nin �s 2' "NEC' , BRICK / �• ,^_, o.0 E%ISTING 1 WALK tiY q BRICK PATO j I j 1 j �G ¢ r. • of c i � PS . 4.6% •cA G Q' EXISTING HOUSE: 2246.7 SQFT. L ExlmNc n.o'xze.s•cARAGE AND - �FlfddJl Llzv 1 3 .��� c 12.2'%10.7'MUDROOM TO BE DEMOLISHED 1��Q 1� Z `Y RO u s REPLACE WITH NEW 2-%34.5'FAMILY ROOM MDG 1 1 11 1 1 1 1 1 1 O EXISTING COTTAGE: 601.9 SQ.FT. 1.2 D/D - - N vS E a- AND LAUNDRY.BATH AND STORAGE ROOM:INj_j_ ADDRION.WITHPROPOfED 2ND.BOOR MEDIA / T v AREA WITH PROPOSED 12.2'X 13.0•MUDIOOM ••ll.:(.t.: 26.3' PROPOSED ON.M N TO BE CONSTRUCTED IN B0.1CK / O _ SAME LOCATION. AD EXPANDING WESTTR 2 STORY II WALK STOCDOODO PATIO WALK EXISTING SHED: 492.3 SQ.FT. 1.0% =u STRUCTURE BY 6 AND MUDROOM 2.T FAST p 122, WALK p / � EXISTING PERGOLA: 253.0 SQ.FT. 0.5% - - OSED 3.5 PROP '%122' COVERED PORCH / / /. / TOTAL: (7.3%) FXISHNG STANDBY GENERATOR TO BE RELOCATED AS SHOWN.GENERATOR EX.2 STORY / U TO BE INSTALLED ON A CONCRETE PAD AND MAINTAIN MINIMUM DISTANCES .S BILCO HOUSE OA o FROM STRUCTURE WINDOWS AND ` DOORS AND SIDEYARD ASREQVIRED. 2'2 DEMOLISH EXISTING: -757.5 SQ.FT. -1.6% 40 CU.YD.. r ALL WORK SHALL COMPLY WITH NYS 2702 FOR EMERGENCY AND STANDBY POWER SYSTEMS / 0II TOP So 1 MSTIEI N PROPOSED ADDITIONS: 940.6 SQ,FT. 1.7°/a 100 CU.YD. 35 CU.YD. ,y�,!g� 3 DRIVEWAY (np� Y W \ _ / Too TeP° PROPOSED PORCH: 42.7 SQ.FT. 0.1°/D 3 CU.YD. 1 CU.YD. 0 PROPOSED LANDINGS: 81.8 SQ.FT. 0.2 D/D 5 CU.YD. 1 CU.YD. KI < W CON aVITG N P "� 146,53PROPOSED SITE PLAN ENTRnN 1� SCALE: 111 = 30'-0" PROPOSED DRYWELL: 8'dia,4'deep - 6 CU.YD. 2 CU.YD. N 13°03'10" W DR.>\V\:Nil!/\IS SCALE: EDGE OF PAVEMENT TOTAL: 3901.5 SQ.FT. 7.71/b 154 CU.YD. 39 CU.YD. LOU i. OVERHEAD WJRES •��._ _ O AD / ® y-I\UM unor" KIICET%I,MBER: POLE � LpCAIN � METES&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: JULY 1.2021 S 1 b EDGE OF PAVEMENT 264.16' O�c' tiv►tv s c'Si>, W 01 `O Lei N O 33.r 3 .� 2339 0 W w S05°23110►►W oFNE\N� lbe R�AREk,Bs�EL � Ai,OofiY[UOtR,NOTP.RIo°LFL mrlx.x osEP �i . (NLrN�rbT) ZO onvmasw.orom°isc Q nrsFGUTTER-STANDARD c• H pW/IJjf��� Q AWIIL+ O nA)�EYA1116TAIA,xA,LT16R8WM1BiHURff8l racw¢rgrPA+m. / AyaDRTXMtlbIYRBWiroaaruln,°A A 1 a1w>siunnrualmclelromx�lae�F°mranwunxrtrm �•1 IW�NN6TXFlRSIaSlA fOltDr5lmTB.LIElYR161TME i1m6TmDliO¢ ��� Q MIpT W,BNm1rTALSWf#SAM R➢r/05016YtIKTYR111D890M 1Si.YSW°IIOPOIfCIM1£flbWGP V1f. 1 D6TAIATRN A}I@J(RMiws1XARLfmt✓RNTiRONIWIDB001fANRTR tlU%'IIYS �/ 1` / lmilFllro�tn°®1mYA6StF/u0.rm T(mklwh6wal /� 4j AVHilciYm,8LT16vCMwA18P�ltlOCns V Umannucwslana°IBD,°rtLmsrorawewrsum . v Q e} wmuuxe¢mABBDLswu°swxBRr St \ � rosnao+av�sslrwrscmwie°.sa / Iq� DRYWENS TO BE SV MIN. AWAY FROM HOUSE pERBnznar O n / B}10tmp�M9�iATAWa➢,.�TANA®NtmUC15BDW:FR@BTMDIIL � a 3 '2s o O °o _ BRX]L Do G 2 SCTM # 1000-19-02-6.1 , M COTTAGE - - - 9.7' DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: BIRO: _ 17D000p� , coxnnucr,DN a a�. I w, O �L ^_ PROPERTY: 48,823 SQ.FT. 1.121 ac �e; O i / �e� • ESTIMATED AREA OF ' ` / GROUND DISTURBANCE:BRICK it WALK 'BRICK_PNIO'p iijiiiiiij , A,V� O �..� iiiiiiilii i ! _ Ell G2=X2SSGARAGEAND Lq�' EXISTING HOUSE: 2246.7 SQ.FT. 4.6% - 12S X I°T MUDROOMTO BE DEMOURRD iSTRF- d� REPLACE WITH NEW 220'X 345'fAMiLY ROOM EXISTING COTTAGE: 601.9 SQ.FT. 1.2% - - at AND LAUNDRY.BATIIAND STDRACA ROOM,PI -- I i l I i i l i Lj m AREA amE+PROPOSED 12rADDMON.wrnqPROPOSED2x 3a MUDRODM _ =:l�ii::'«FLOOR i�i� PROPOSED ADDITION TO BE CONSTRUCTED IN - .>� SION LTJ 10[I�� Bacx SroNe / Q EXISTING SHED: 492.3 SQ.FT. 1.0% SAME LOCATION.OWANDPIG WEST ON 2 ................ WALK - STRUCTUREBY6'ANDMUDROOM2.T '� t STONE PATO BULK r - WALK - . EXISTING PERGOLA: 253.0 SQ.FT. 0.51/0 PROPOSED 3S X 127 •�'.'.' J cPOR / O owIED .'.��,.% %i�, TOTAL- (7.9%) - - m BJG STANDBY GENERATOR TOB : Id�-.1 PaOCATEDASSHOWN.GENERATOR EXITTO TO BE INSTALLED ON A CONCRETE PAD IX.2 STORY AND MAINTAIN MINIMUM DISTANCES S HOUSE h FROM STRUCTURE.WINDOWS AND DOORS AND SIDEYARD AS REQUIRED. &RCD 2s O` / DEMOLISH EXISTING: -757.5 SQ.FT. -1.6% 40 CU.YD.. - a ALL R.EMER"aCY M PLYAND WI M STANDBY PSWER -` FOR.EMLRGENCY AND STANDBY w x57DAttI O TOPSOIL CAAVEG LOCATION TOPSOIL / DRNEWAY PROPOSED ADDITIONS: 940.6 SQ,FT. 1.7% 100 CU.YD. 35 CU.YD. /o- � _ PROPOSED PORCH: 42.7 SQ.FT. 0.1116 3 CU.YD. 1 CU.YD. � 01 / � PROPOSED LANDINGS: 81.8 SQ.FT. 0.2% 5 CU.YD. 1 CU.YD. co D.°rsDE�Orunia •• / comRucTpxRARu 146.53PROPOSED SITE PLAN SCALE: �IT = 30i-On PROPOSED DRYUVELL: 8'dia,4'deep - 6 CU.YD. 2 CU.YD. 13°03'10 N " W / DRAWN:TSH/MS SrAS n• EDGE OF PAVEMENT TOTAL• 3901.5 SQ.FT. 7.7% 154 CU.YD. 39 CU.YD. D &132025 DTOLEPOLE —.-- AlN / SHEET NUMBER _ D O�R METES&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: JULY 1,2021 EDGE OF PAVEMENT O•L S 1 b z 0 ------------------------- -----------•-- Ao w E_ H of N /•1 I If If It 11 if N — A 4 SD Vy III I If U3 OP x - o z AW PROPOSED WEST ELEVATION SCALE: 1/8" =.r-0" 00 arz w�� V _� r� a — ----------------- — ®® y N P� ED F ® ® R A �5v►N S cti� EXISTING WEST ELEVATION A 022339 0� SCALE: 1/8" = 1'-0" F D F N E� DRAWN:MEMS SULE: Joe a: 8=021 SHM eM M z - o r a !, � a o � . 0 LIZ A 00 00 WQO PROPOSED SOUTH ELEVATION SCALE: 1/8" = V-0" 00M R�6 A � ,2 1m 0 El Q Q U6 � o c FtED q C F Dv�j� �� IN SC ML EXISTING SOUTH ELEVATION 9�F 2339 �p� USMF-d9/"$ SCALE SCALE: 1/8" = V-0" OF NE`N JOB N. S� . A-2 -- z 0 H z - o H 0 AQ d FEM ul IIIJ If 1111 IIIIIII lilt 11111 fill a it 1 111111 xz OR PROPOSED EAST ELEVATION a w SCALE: 1/8" = V-0" I v° M o E x o a 6� N J IN sCy'y�j� W ELM CPQ -d "922339 oRAWN:M,MS EXISTING EAST ELEVATION ��c �O SCAM SCALE: 1/8" = V-0" OF Ne\ M.JOB a erssr_rr1 SHFE7NW1 M- A-3 - z 0 w .f O O Aq Iw- Hill 111.1 d __J.U Ll Ll I 0ULU 11 HII 11 11 11 1111 H 11 0ro—M-1 1111 11 11 11 woo>4 T-11 0a ZA PROPOSED NORTH ELEVATION o 0 SCALE: 1/8" = V-0" y�° 9�r �at3 a ■ m a- FE31 D A \ D14 ® ® ® ��� ��v IN S�ti 0 g EXISTING NORTH ELEVATION SCALE: 1/8" = 1'-0" OF N E`N , X021 A-4 1 1 1 1 1 i I 1 I ,x, P I I I I I I I I I o 1 1 1 1 1 1 1 II I I I I i I I w I I I�,�PATI•QN C ADE I I I I I I I I I . I I I A 1 1 1 1 1 1 1 I ¢ z � � o 0 EXISTING GARAGEEXISnNG --•`�•� A LAUNDRY M �Q•]� UISTING DINING ROOM 66• CEDING HDG11T EXISTING MUDROOM r� FSG EX[SnN.4 a 3 yam s x z 0EXISTING z o CDUNFAMIL CM O 0 • • 00 M EXISTING KITCHEN 0000 --- 4� saes L CEWNC HENiM 11 fY 3 LO 0 11 1� EXISTING LNING ROOM er CERAIG HEIWif 11 y 11 l� EXISTING 1ST. FLOOR PLAN EXISTING SIrngGROOM ---- ��� \4IN ti SCALE: 1/8" = 1'-011 GDUNGHEGHT �Ol I N s P ROJ ECT NORTH ; EXISTING HALL gaalNGr STOOP CERING i1DGHi W 9TF 22339 �0 TOTAL AREA: 1465.5 SQ.FT. O F N E� DRAWN:NM/MS SCALE: >w a 8(1111411 SHM NUMEER: A-5 -------------------- -F T- --T ---m--r T -r -T — PROPOSED I II I I I I I I I O BATH 0 PROPOSED FAMILY ROOM I I I I I I I I I z PROPOSED PORCH 0 r MUDROOM EXISTING DINING ROOM Q� PROPOSED ,/� O LAUNDRY ROOM }.I [ra 0}- 'V PROPOSED EXISTINGO z W BATH S, STORAGE ROOM Z �F PROPOSED, COVERED PORCH O EXISTING FAMILY ROOM 0z A W ZO�w ..............'._.......... ® ® 0O EXISTING KITCHEN O 0000 EXIST. ne BAR ` c� s O -y OO EXISTING LIVING ROOM V 1WO r m Q EXISTING SITTING ROOM - PROPOSED 1ST. FLOOR PLAN x SCALE: 1/8" = V-0" ar C / Q E N�S EXISTING HALL EXISTING STOOP PROJECT NORTH 11 W EXISTING: 1465.5 SQ.FT- oSCALE,n�tli>u SCALE: DEMO: 741.0 SQ.FT. OB a. ADDITION: 870.5 SQ,FT, S"EET"UMBER: TOTAL AREA: 2336.0 SQ. FT. A_6 ----------- ------- -------------- -------- ------------ z 0 H a� 0 F A -------------------------------- --- --------- -- -- -- - 0 O° O•+ WSTIN BEDROOM a 0.� a � o a EXISTING 2ND. FLOOR PLAN co'C _RED.�'RC ., SCALE: 1/8" = V-0" EXISTING s �� N�5 PROJECT NORTH EXIMNGOM, McrIN•HA v,� eLovo. r.�1 TOTAL AREA: 926.2 SQ.Ff. ��� �2233� �� oxnwn:WE i nts OF N E SCALE: JOB*. 8113=, s� A-7 16'-10' 1 Y o Q' AZ PROPOSED � '�1 4F �aac"r •'---- to V� 1 u' 0 1 N i 0 1 -------------------------------- IU11aiG 1 O § Z-V 1 .�[ � EXISTING LOFT a°J H PROPOSED CLOSET x �z' M EXISTING BEDROOM o H 1 1 EXISTING BEDROOM 1 1 U PROPOSED 2ND. FLOOR PLANC' SCALE: 1/8" = 1'-0" y NS PROJECT NORTH --; ATF 022339 y0� F NO W EXISTING: 926.2 SQ.FT. 1 1 IXISTING HALL O DRAWN:t.B/MS DEMO: - f!'eIF Li JOB N. ADDITION: 485.4 SQ,FT. &=021 NfAiBFR TOTAL AREA: 1411.6 SQ.FT. SlMMU A-8 REVISIONS: OCCUPANCY OR SCTM # 1000-19-02-6.1 APPROVED AS O1�E0 USE IS UNLAWFUL DESCRIPTION:ON: AREA LOT COVERAGE: ey.6 WITHOUT CERTIFICATE PROPERTY: 48,823 SQ.FT. 1.121 ac NOTIFY BUILDING DEPARTMEIVTAT OF OCCUPANCY 631-765.1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: EXISTING HOUSE: 2206.5 SQ. FT. 4.5% 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE EXISTING COTTAGE: 601.9 SQ. FT. 1.2% 2. ROUGH-FRAMING&PWPABIN13 3. INSULATION EXISTING SHED: 492.3 SQ.FT. 1.0% 4. FINAL-CONSTRUCTION MUST pL�� W!"7H ALL CODES 0' BE COMPLETE FOR C.O. f j;:::w YORK STATE & TOWN CODES EXISTING PERGOLA: 253.0 SQ.FT. 0.5% ALL CONSTRUCTION SHALL MEET THE AS REQUIRED AND CONDITIONS OF REQUIREMENTS OFTHE CODE�►OFNEW TOTAL: 3593.95Q.FT. (7.2%) YORK STATE. NOT RESPONSIBLE FOR 70 00 SOUTHOLD TOWN ZBA DESIGN OR CONSTRUCTON ERRORS SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES METES&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: JULY 1,2021 TRUSS PLACARDING REQUIRED N.Y.S.DEC RETAIN STORM WAT ER RUNOFF '1I exterior t .. e:b 264 PURSUANT TO CHAPTER 236 ( stalled, rcplac cd or 16' 0 I� OF THE TOWN CODE. wired shall conform [� to Chapter 172 t f the Town Code PLUNIBER CERTIFICATION � ON LEAD CONTENT BEFORE r* - „, >�- . r. ,,,,,`„ (�J 20.2' CERTIFICATE OF OCCUPANCY W W Q 33.1' / SOLDER USED IN WATT---R a.0. o S QSo23,101/ gV / SUPPLY SYSTEJ'�i CANNOT ? w yeti V 1 EXCEED 2/10 OF 1% LEAD. Blovrer door 4' m 0 4 and ductwork a \ testing PLUR!71P, g required. I—� 4 [—a 22 \ ALL PLUS';. O TESTING BEFORE COVERING I'-fiust provide Manuals Q D, I and S as per / ` Q NYS Ener WELL+ gy Code O 0 I N Z, N 6.4' O W _ o BRICK WALK 9 / O Q s' ry o z z.r II 2 0, P. o`�o O Ek'15 / 00 ,7 TOO RY M `" i N COTTAGE / 16 O t 9.7' I p❑❑❑❑❑p STONE O � O WALK O / LPU PS� 15' ❑ ❑ ❑ KOI ❑ ❑ ON ❑ / 3.2' BRICK EXISTING SITE PLAN 22 PG�� SCALE: 1 " = 20'-0" EXISTING o i l i l l l l l l l 1 Q (� Q- CD a BRICK PATIO !PLI�CICILA bVl!R ,3 ��OAF' N C �''� �+ O N I II I I I Z I Q ' N IIIIIIIIIIII 0 O m °' c ii�FRiiii + " EX.G RAGE !H / x m v 26.3' (�_ O m o WALK STONE PATIO o WALK ,1. e 0 X O U, 3018-SF 12.2' STONE ❑❑❑ ❑0 / Q ® Cn C11121O WALK G Q m © cn 1.8' r 12.2' / 5 'L� w U F 6.1' BRICK WALK o O` z ��� \ N—I bq CONCI / V1 ��. $ SLABI / � ft va aco. )EX.2 STORY t_ .' � EXISTING /�` U In GENERATOR f HOUSE 2.7 ` / W ,n W I O �/O� N 1 EXISTING GRAVEL DRIVEWAY 171 U._.._ 28.5' / O,� CID w F-1 v l � V N 146.531 N 130310 EDGE OF PAVEMENT / dl EA�W�S� PO• yy OVERT_ UTILITY - I`POLE -�-_- AIL�OLD �` JUN 2 12022 x EDGE OF PAVEMENT l .- '` BUILDING DEPT' TMVN OF SOUTHOLD � -A M 2`4 DRAWN: MH/MS SCALE: JOB#: 5/25/2022 SHEET NUMBER: S- 1a REVISIONS: SCTM # 1000-19-02-6.1 DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 48,823 SQ. FT. 1.121 ac ESTIMATED AREA OF GROUND DISTURBANCE: EXISTING HOUSE: 2206.5 SQ.FT. 4.5% EXISTING COTTAGE: 601.9 SQ.FT. 1.2% EXISTING SHED: 492.3 SQ. FT. 1.0% EXISTING PERGOLA: 253.0 SQ. FT. 0.5% TOTAL: (7.391b) DEMOLISH EXISTING: -757.5 SQ.FT. -1.6% 40 CU.YD.. PROPOSED ADDITIONS: 903 SQ, FT. 1.7% 100 CU.YD. 35 CU.YD. PROPOSED PORCH: 42.7 SQ.FT. 0.1 % 3 CU .YD. .YD. 1 CU 264. 16 O PROPOSED LANDINGS: 81.8 SQ.FT. 0.2% 5 CU.YD. 1 CU.YD. N PROPOSED DRYWELL: 8'dia,4'deep - 6 CU.YD. 2 CU.YD. W N N 2p2 TOTAL: 3823.7 SQ. FT. 7.6% 154 CU.YD. 39 CU.YD. 33.1' METES&BOUNDS BY: NATHAN TAFT CORWIN III SURVEY DATE: JULY 1,2021 H 8.0, p 5IZ / °23'1 p►► yAL ry. 4Xi 4 WELL+ Q O , ROOF AREA:982.6 SQ.FT. •/'���V• J AT 100%WATER RUNOFF:164.1 CU.FT. I / • / �14� PROVIDE(1)8'DIA.X 4'DEEP DRYWELLS DRVWELLS CAPACITY:169 CU.FT. Ok 133, Q OGEE GUTTER-STANDARD 5" W ry /!/ NOTES: ^ 2.8' 4� 1) A).EXECUTION: DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2.5' o O 2).PREPARATION: O c .� THOROUGHLYA).CLEAN SURFACE 00 ��`� / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR F-r ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. M 6.4' C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR Ifs O O / METALS WITH PROTECTIVE BACKING PAINT. 'o -y+ BRICK O ^ .3 a' WALK 3.INSTALLATION: Fi 9.5' � I o / A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. O E 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. 1 a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND 2 0 ACCESSORIES. , 1 TORY STING W O ,r; COTTAGE ;, B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT � CONNECTORS. 9.T O 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL M 4.3' CONNECTION WATERTIGHT. T/� OQ�❑❑❑QO DRY WELLS TO BE 10' MIN. 4).PROTECTION: V1 LIMITS OF CLEARING - O I STONE -z. AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. STRUCTIO CONN AREA 7 B'dia. \ O WALK Q / �(� ^ . B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL TO BE PROTECTED WITHI V SILT FENCE OR HAY BALES 1 4'deep I L„S\ COMPLETION. I \ DW i I � I ❑ L Q- 1_r ❑ KOI ❑ • OO 0 ON 02. / LND __ _ BRICK L 11 WALK 22 EXISTING L) I BRICK PATIO I I I I I 1 1 1 I I I AL L; (EXISTING 22.0'X 28.5'GARAGE AND I iPtOdd}cU btlpl 12.2'X 10.7'MUDROOM TO BE DEMOLISHED II I� 7�Ir ¢PIGfICZ J�QOm cV O REPLACE WITH NEW 22.0'X 34.5'FAMILY ROOM N LND I I I I I I I I I I '� aj U AND LAUNDRY.BATH AND STORAGE ROOM:IN v - 11 I I I I iST9Pi i I ++ ADDITION,WITHPROPOSED 2ND.FLOOR MEDIA 71 L O U AREA WITH PROPOSED 12.2'X 13.0'MUDROOM rv'- 1�0�---- 1.7' 26.3' Im PROPOSED ADDITION TO BE CONSTRUCTED IN E E5 0.07%S II STONE ❑O❑O❑❑❑ BRICK flr STONE X O SAME LOCATION,EXPANDING WEST ON 2 STORY WELL WALK STONE PATIO Q~.❑J WALK STRUCTURE BY 6'AND MUDROOM 2.7'EAST I II 354.3 SF II WALK LJ O I 12.2' ❑ PROPOSED 3.5'X 12.2' o ' PRO34 It \ COVERED PORCH I .6 O I O 0 \ `° ` b0 V Zl. ' w EXISTING STANDBY GENERATOR TO BE 6.. b RELOCATED AS SHOWN.GENERATOR � ((��� � TOSED SITE PLAN O BE INSTALLED ON A CONCRETE PAD I EX.2 STORY AND MAINTAIN MINIMUM DISTANCES 7 5 BILCOFROM STRUCTURE,WINDOWS AND HOUSE 22 .� SCALE• 1 20'-011 " DOORS AND S DEYARD AS REQUIRED. I - O ` N N v ALL WORK SHALL COMPLY WITH NYS 2702 15, \ ^ O FOR EMERGENCY AND STANDBY POWER _ SYSTEMS f 1 t I I ONCRETEI J / �i..l 'ASHOUT / b TOP SO EXISTING to N O II LOCATI 1 GRAVEL p Ln \ L DRIVEWAY ��Q• J, E ul Emw( V^' a 26. ' o��� W 0 z /1 LIMITS OFICLEARINC - V 00 CONSTRUCTION ARE 91 TO BE PROTECTED WIT N 146.5 31 , o SILT FENCE OR HAY SAL NSTRUCTIO W ENTRANCE E!1111111111� "' 1 11 0 10 w , N 13 �3 N� M71RE5 �-fix�- EDGE OF PAVEMENT / OVERH=� UTILITY - POLE � INRot � �14 EDGE OF PAVEMENT O L �, cl a � �,f t DRAWN: MH/MS SCALE: ,ff Z 4 JOB#: ". Qprti 5/25/2022 SHEET NUMBER: S- 1 b REVISTONS: uu ' DO D D - O AUC I O _O O— - - - O �o� O moo �o duo, 1 LLL - uu PROPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" E/1 O W � � z O Qz o 0 o u M V1 O r-1 V c) O LQV v .� c � V Lo ® ® OO + � bq V /. C) � v Lr) Vcz 00 m LffiH C!� N � w3 w V O TT Fl I Ell N P4 V U" EXISTING EAST ELEVATION , SCALE: 1/4" = 1'-0" IN s WiIrt, 4 ,� °y �•, 40 Aron ' Y �=- DRAWN: MH/MS SCALE: JOB#: .�� !►1' s±'' 5/25/2022 SHEET NUMBER: A- 1 REVISIONS: TE — 0 T== W o � D_ 1 � � 1 H=ffi I Hill 11 11 11 E--. Ill 11 Ill I O ill 1144-� l 1 11 11 1 11 1 L14 �I Q PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" W � O � z w Z � z O Q z o 0110 o TT� M V 1 O v tm 4 O v oLo asm M o u 12 � U v00 v N � w3 w u O ul)HillN 0 d V x 4�Cy� 1 EXISTING SOUTH ELEVATION SCALE: 1/4" = 1'-0" DRAWN: MH/MS Y !L l ��' ���•:�,�.�`� � SCALE: {; JOB#: -.' + • z„ ",,� 5/25/2022 SHEET NUMBER: A-2 REVISIONS: i �ouu �oor� - - - - JI — - — - — - — - — - — - — - — - — - J- O - - - J _ O F--a cD w Ln d' N El 11 1 I it H O O 00 HILI HIT O \ \l om F--� 1--i Ji- - - - PROPOSED WEST ELEVATION SCALE: 1/4" = V-0" W O OCA z w � � z OQ � o w oc o V1 O cri 4 �+ O O Lo R� To p co v � 6n m d- C31\ v in N N y W 0 TIM W O P41017 d N EXISTING WEST ELEVATION x SCALE: 1/4" = V-0" IN *K �lRr DRAWN: MH/MS SCALE: } JOB#: 5/25/2022 SHEET NUMBER: A- 3 REVISIONS: -7-717 O� LL, LLId r r� r O F--i ----- O IL LL H O ^Q EGRESS WELL i� KM 5�1. r�r PROPOSED NORTH ELEVATION SCALE: 1/4" = V-0" W d C) Z O A z O 00 O u M V 1 O U p m 4+ pp u O ~ ,z _ z w v U 1110 L, � 4 v v w 00 V O Lu N d EXISTING NORTH ELEVATION SCALE: 1/4" = V-0" DRAWN: MH/MS SCALE: JOB#: 5/25/2022 ri SHEET NUMBER: A-4 REVISIONS: 21'-8" - - - - - -7. - - - IT WORKSHOP / E ATI AD—E I L i I I I I I I I I I I I I i; ; I a C 7 I 1 ZD I; 1 �O EXISTING GARAGE EXISTING LAUNDRY ROOM EXISTING BREAKFAST AREA 6'.6' CEILING HEIGHT EXISTING MUDROOM f� 7 `.' EXISTING BATH s EXaING A L I/ 1'=8�' CEILING HEIGHT IY_ l_ J_LJ L✓ L /L //1 /L /� EXISTING KITCHEN 6-K CEILING HEIGHT 0000 FN .BAR O .;•HEIGHT I O O I I EXISTING DINING ROOM 11 CEILING HEIGHT 11 11 11 EXISTING LIVING ROOM 8 9" CEILING HEIGHT 1 EXISTING HALL EXISTING I I 8'A' STOOP I 1 'CEILING"'' II W TOTAL AREA: 1465.5 SQ.FT. EXISTING FOUNDATION PLAN O 0 SCALE: 1/8" = 11-0" EXISTING 1ST. FLOOR PLAN Z w SCALE: 1/8" = 1'-0" Z Z ------------------- - ----------- O W tn 00 O M V1 O r-i r-d (a CC LO �. M M Qj OV O i u x o c ---••---••------------------------------- ------------------- no w u --- F7 0 I Ln U m v U) 00 X BEDROOM CA E v .S' H O N N XIST N �. EXIMN CLOSET �/;/iii V TOTAL AREA: 926.2 SQ. FT. lc::91 EXISTING HALL d i /C, �,R�� EXISTING 2ND. FLOOR PLAN t► DRAWN: MH/MS SCALE: 1/811 = 11-0" SCALE: a.. a. JOB#: 5/25/2022 SHEET NUMBER: 4�t -- A-5 REVISIONS: B 211-8'1 x. 71-611 -71.011 ol 71-211 NOTE I TOP OF FINISHED FLOOR -'-------'—'--------- TO MATCH EXISTING. i i i 16"d STEP i ADJUST FOUNDATION +-------1--1-------+- , AS REQUIRED 1 7.7777777', 7Q'L l D 1 8"PC WALL w.4"SLAB O REINFORCE w/10/10 6X6 WM, 9 ' I l (TYPICAL) Oe I � --------------------- __- - - -----------____ COPPER COATED 2X6 ACQ TERMITE SHIELD SILL PLATE --- ------------Hli -#-5_ OVER- nu #5 REBAR SILL SEAL #5 REBAR ; ,_ 3 11 ;;;; @12"OC , n 6 1 14-2'14 5/8"dia.ANCHOR BOLT p GRADE TO SLOPE w/3X3 SQUARE WASHER AWAY FROM BLDG. = V;;;; a AND NUT(TYPICAL) n N o W4(TYP) W00 Milli Xnn X 1111 `9 U`— ' 4 w 16"X8"FTG w/(2)#5 REBAR ` "' ( •(J^� _ - MIN.3'BELOW GRADE v1 D ^1111 l/ A 1 ' \ - % m n I I / ON UNDISTURBED SOIL _ 1 • "111 ( ��rel ; : _� (ADJUST DEPTH TO FOUNDATION p• _ _ a 1- 4X7.1 4 L FJ II1I ? �q A O p o 1 @16"O •_ W�,_, �. /\ - 1 �' FOOTING IF REQUIRED)(TYP.) O ° ' 4'-411 11 8"PC WALL CLEAN- ; a 1 ; ;;;; ; 2'X2'X1' \ FILL — 101 1 CONC.FTG. ` 1 1 1 1 I (TYPICAL) I� iul--, ' -' 1111 DBL 1-3/4X7-1/4 ML FJ(816"OC F+� N �• '°O . o °D . o °D I J p° o BITUMINOUS ACOATING 4 v „ bo •Q • 1 < III' I D ° �, i'' D 1 M - _ I \ 1 . - Qa 0 ; OEG/ESS WELL 1/2"EXPANSION JOINT wCOVERI ON1111 P;% 2X4 KEYWAY e61-13/4 x un 101-23/4n K 11'/2 _ 4"CONC.SLAB #5 REBAR C ----- "------- COMPACTED ° ° g! �D O "" JI ° v CLEAN FILL A _� d- ' ; I 1111 I 1 1 - 91-811 3 -0. REBA� / -- M 0 1 1 (- L---X---CALF-----_ ' -_-_ H H N IIII O ---16"- I ill I 1 J' � X 111 I I I 1_.j O D 1 111 I 1 1 1 1 I 1 1 I Ula II 1S �I M 1111 4 I L ' ^ 1 1 1 1 � I FOU N DATION DETAIL - it[ ._ 11 1 1 1 I 1 I I _ I II_1� M _ 3'-10" 111 I 1 1 1 I I 1 I 1 11 - O 111 1 1 I 1 I 1 I 1 1 1 1 1� IIII LL D , SCALE: 1/211 _ 11-011 4; 41t - --- - � �2j 7 1/4WL_[USH i •DUTCH F"'h " WALL III 1 _ LI Lei,, •-- _-, v, 111 I._, ,— //�` D . __�----==F/1�� 2'X2'X1' u_ 11n X oo SOIL CONDITIONS ASSUME SAND AND GRAVEL °\ �- _ (�) 1/4CONCCOYPI FTG. cV ' -ML FLUSH ;;;; (TYPICAL) 1 Z till BACKFILL WITH CLEAN FILL. ^ 6'-13/4" 3'-5'/211 6'-91/4" 4' 31/2' 12'-411 a . In 1, I I _ -IH I__________________________� ' 1-3/4X7-1/4 ML FJ •--;i;�i,�-,. @16"OC 2'X2'Xl' \ Pi 4 • v 974, •o CONC.FTG. In I -"' a 1 i D ---- -- -------.---- -,------- --------- (TYPICAL) 'tv ' Inl w ' ^ 1 "- ALL FILL BENEATH CONCRETE SLABS TO BE SERE AR/ / WINDOW �- )n Lu• ; �p I. COMPACTED TO 95%RELATIVE DENSITY @1 O ASTM'D-689:(TYPICAL) WELL(TYP) 1111 v M ^�' 1 II1I J II --- - 'Q 1 N IIIIN I� I o 11 °D 17 °!� O °L O °v °D 1 %0 11 1-3/4X7.1/4 ML FJ (�l6"OC °v / O 11^ ,. I I 1111 I I I -- -- -- �-�--------- :11 1_ -' --- ------� - • I 1 #5 REBAR i 16"d STEP ; z @12-OC 1111 j . 1 1 f� Q `--- -----------------------"I 111------------------------------ M 1 p I l �• 0 .v • v 4 p .v v G � v .v � .� v 4 v •'� 1 O Q E-'' z Z ` ---------------------------------------------------------------- 8"THICK CONCRETE O 2'-6" 51-011 2'-6" WINDOW WELL (ALT.:6X6 ACQ OR SCAPEWELL) Z HORIZONTAL PROJECTION(ie DECK) II 1'_0" 00 O o - 211-811 121-011 110 #5 REBAR v M @ 12"OC Z V1 `- DOUBLE UP RIM BOARD IF TOP OF WINDOW is jt (..T _ I INSTALL GAS HYDRO/AIR HEAT, E Z m AT TOP OF WALL(TYP.) 1 A/C.ON DEMAND HOT WATER B D �t REMOVABLE STEEL GRATE ' \ 4"min. • J 3'-0"min. LADDER ^ ' RUNGS K/ P' min.3" #5 REBAR � 0•° PROJECTION @12"OC �O '0 44"max *ADJUST FOR ;/ LARGER WINDOWS H- I" p• (OR LADDER EGRESS WINDOW r--q (WINDOW SHALL BE ABLE TOZ O°° (PER CODE) OPEN FULLY) =O cm m p �.• DRAIN PROPOSED FOUNDATION PLAN o G v WINDOW WELLS TO BE COVERED WITH STEEL GRATE. o� SCALE: 1/4" = 1'-0" O COVERS SHALL BE REMOVABLE FROM INSIDE WITHOUTcd '�5 USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. "-'?��-=-'�. .. _ -�y:,o' E min.6"DEEP GRAVEL 0° 't� V G WINDOW WELL DETAIL BOTTOM OF SILL C EGRESS WINDOWS SHALL BE NO ADS DRAIN PIPE PROJECT NORTH . MORE THAN 44 INCHES ABOVE FINISHED FLOOR HEIGHT. N $ G p' 44"max. -" I LADDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER 0•° 0 +- NTS THAN 44 INCHES AND SHALL PROJECT NO MORE THAN W 6 INCHES INTO THE WELL.LADDER TO BE PERMANENTLY FIXED TO WALL OF WELL,AND HAVE A RUNG SPACE OFp' U t E i NO MORE THAN 18 INCHES VERTICALLY FOR FULL HEIGHT 0•• C>1 cf) C!] OF WELL. D Q Q 00 Ly c a1 WINDOW WELL INSIDE CLEARANCE SHALL BE MINIMUM OF .r W 36"X 36"AND SHALL BE ADJUSTED IN SIZE FOR LARGER .. Q' OPENINGS AS REQUIRED. 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT AT 8'-0". EXTERIOR OF FOUNDATION TO BE DAMPPROOFED AS PER N.Y.S. RESIDENTIAL CODE WITH A BITUMINOUS COATING. 2). FOUNDATION TO HAVE 16"X8"CONCRETE(2X4) KEYWAY IN FOOTING. FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON W UNDISTURBED SOIL (MINIMUM 3000#CAPACITY). / H 3).VERIFY CONDITION OF EXISTING FOUNDATION INTERSECTING WITH NEW SLABWALLS. EPDXY#5 REBAR AT 12"OC AND AT FOOTING.INSTALL DUTCH WALL V B LU ESTON E, BRICK AT PARALLEL WALL WITH ADDITION (SEE PLAN). 0 HAUNCH OR PAVERS 4). FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE #4 EPDXY COATED REST OF THE SLAB.THE BLOCK-OUTS ESQUARE N AND POSITIONED ED SO THAT THE POINTS OF E QUARE MEET HECON CONTROL REBAR 24 OC EACH WAY JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL 6X6 10/10 WMM SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO MORE THAN 16 FEET. 5).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES w-/--------------------'--'---- ------'-'-'-'-'- ....... -- -- --'- 4" CON C. SLAB TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET. QI 6" GRAVEL UoC�C�OoOC�CJC�O OoCJcC� O O O C 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, C7� C7 C7 C7� C7 C7 �J C7 C7 C7 U �\C7 INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. I. •, #4 EPDXY COATED Q _ 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE ADJUST FOUNDATION THICKNESS FOR SHELF REBAR 12"OC BLOCKING AT 8'-0"O.C.(MAX.)AND MIDSPAN. TO BE USED TO SUPPORT PATIO,PORCH,STOOP. ALL FILL BENEATH CONCRETE SLABS TO BE , 8).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. COMPACTED TO 95%RELATIVE DENSITY. DRAWN: MH/MS SLAB TO BE MIN.4"THICK(VIF)AND REINFORCE W/6X6 10/10 WMM OVER#4 REBAR @2'OC EW. ALL FILL BENEATH CONCRETE SLABS TO BE SCALE: »a;qu; v.s�., BLUESTONE TO BE INSTALLED OVER SLAB. COMPACTED TO 95% RELATIVE DENSITY :: c JOB#: ► 5/25/2022 ASTM D-689. COMPACTION TEST AS NECESSARY. SHEET SHEET NUMBER: A-6 REVISIONS: B 21'-8" 12'-5'/s" 4'-5" 12'-10" 4'-5" 5'-113/4 6'-53/4" 01 --------------------- PROPOSED STOOP MASONRY(MATCH EXIST.) TW2636 FWG60611L TW2636 (3)2X8 HD_ o (3)2X8 HDR (3)2X8 HD - -_ - — 6'-1" N N14'-21/2" t » PROPOSED BATH SHIPLAP WALLS L _ TILE F LOO RADIANT HI AT = 14"TJ1230 WOOD-1 FJ 16"OC Cd A _ O � ^ O EXI TING ERGO A PROPOSED � _ � _ �[�, OVER RICK PA 10 ON G ADE --,I--,i =,r -,r- T REPLAC /EXPAN o FAMILY ROOM AK FLOORING { �I 1M LU 1 I 1 L 1 1 1 1 1 L74 s _R Ce PROVIDE SOLID BLOCKING�; J J[� (� II _ [� i L C1—' ~ L BETWEEN JOISTS UNDER ; PROPOSE D PORCH NICHE 1.SI/' BEARING WALL ABOVE MASONRY ] (MATCq EXIST.) I I I f O T-0" J I 1 I 1 1 LnS / C W I . ?CEMENT u u u n u _ ryl II II II II II Z BACKER Q '3 = 1.3/4 X 14 ML FLUSH BEAM ; ' LL P M O n1 . � ■ ■� . — ■ ■ V A BOARD H O ----- O E RA,LI , , � O N u ��- C I 1 I I 1 1 I 1 1 I 1 d.■I �D i ' I I 1 I I I 1 I I 1 1 I •J I X � n 4 CERAMIC TILE OVER 00 I I I k I' I R --- THINSET(TYPICAL) ' ' ' M V Y ____- O 9-12" EXTEND MEMBRANE - — — — — — — — — — — - I D1� ' , ' ' ' ' ' , P, rv�i ^ `p UP WALLS AS SHOWN SHOWER DRAIN 3" I PROVIDE SOLID BLOC ING 1 I 1 1 I I I MUDROOM EXISTING BREAKFAST AREA F---� 48" I 1 I I I I 1 1 I I 1 N FASTEN AT TOP ONLY (TYPICAL CURB BETWEEN JOISTS UN ER --- ---- N BEARING WALL ABO E TILE FLOORIF 6'-6" 26^ 27 1-3/4 X 14 ML ----- CEILING HEIGHT I ' ' "w 32"w ; ; I n 1 " 1 1 11 FLUSHS TOWEL BAR PLACEMENT TOILET PAPER PLACEMENT MORTAR SHOWER PAN 4-0 4-0 3 -11/2 Q� I ■(3) 8H ; N 14" 2 0 OD-I F1 1 "OC 2'-4" c 2'-4„ 3'-6'/z" i o PROPOSED n\r, ` I I N LAUNDRY ROOM , I )2X8 HD -- ■� TILE FLOORING ; ; T-0" EXISTING vU, z � - ='- - - - -�- - - - - - - - - - - - - - - PROPOSED BATH D (2)1-3/4 X 14 ML (1)5/8"STEEL FLUSH BEAM W V COVERED PORCH X° W 12"X24" TOWEL BAR LOCATION 1 �� , „ V MASONRY MATCH EXIST. N 9-7/2 10-10 0 ( ) @ U EXISTING (min.W) _ - Q GRAB BAR LOCATION TOILET-PAPER 24"w _ _ �2X8 GIRDER _g 0 FAMILY ROOM c 77-84" HOLDER D w NMI V LOCATION 7-B O PRO OSED SNE w 4 VARIES(VIF) 1 15" 54" v t\1 8X8 FG COLUMN CEILING HEIGHT r� 48-60" -- w/6X6 ACQ POST Z W STORAG ROOM NIF) 36" 26" G 36-48' VINYLF ORING nxi ------------------ --------- Z 18" (3 2X8 HDR ® ® F-' Z SHOWER HEAD NICHE PLACEMENT SHOWER SEAT FIXTURE BLOCKING AT BATHROOM TW2642 BOW:2'-4"AFF O W TW 642 � O 6'-411 9'-0" 6'-4" 6'-0" 6'-0" Qr1 M 15" 01 e EXISTING KITCHEN 21'-8" 12'-0" 6'6„ CEILING HEIGHT lid I O 9 o � - -- O Fixtures shall be spaced in accordance with R307.1,and in accordance with the requirements of Section P2705.1. B D zr'min. i I I 21"min CLEARANCE P2705.1 The installation of fixtures shall conform to the following: 1 CLEARANCE — — _ _ 1.Floor-outlet or floor-mounted fixtures shall be secured to the drainage connection and to the floor, where so designed,by screws,bolts,washers,nuts and similar fasteners of copper,copper alloy or other corrosion-resistant material. 24"min.CLEARANCE — — FRONT OF OPENING 2.Wall-hung fixtures shall be rigidly supported so that strain is not transmitted to the plumbing system. O 30' {- min. 3.Where fixtures come in contact with walls and floors,the contact area shall be water tight. PROPOSED ADDITION 903 .5 S q fl. 0000 v v x 0" In 4.Plumbingfixtures shall be usable. 0 X O ' ^ z EXIST. BAR 30 ° � M in. 5.Water closets,lavatories and bidets.A water closet,lavatory or bidet shall not be set closer than 15 inches E x G w @� from its center to any side wall,partition or vanity or closer than 30 inches center-to-center between adjacent LU fixtures.There shall be a clearance of not less than 21 inches in front of a water closet,lavatory or bidet to any N S PROJECT NORTH w I I o v I s� Si V 1H 0 v wall,fixture or door. � O 8'-3" x LU w CEILING HEIGHT I I `C 6.The location of piping,fixtures or equipment shall not interfere with the operation of windows or doors. W I I V v PROPOSED 1ST. FLOOR PLANI I EXISTING DINING ROOM g uro 7.In flood hazard areas as established by Table R301.2(1),plumbing fixtures shall be located or installed in SCALE: 1/4" = 1'-0" O O 8'-9" w oo M v accordance with Section R322.1.6. CEILING HEIGHT Ce r4 h 3 S. Integral fixture-fitting mounting surfaces on manufactured plumbing fixtures or plumbing fixtures constructed on site,shall meet the design requirements of ASME A112.19.2/CSA B45.1 or ASME A112.19.3/CSA B45.4. II V e If Z XI).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 10).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE C RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING z x MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. g 21" CLEAR?.NCE w w 2).GENERAL CONTRACTOR TO EVALUATE CONDITION OF EXISTING FRAMING 11).EXTERIOR OPENINGS TO BE ANDERSEN 400 SERIES,HIGH-PERFORMANCE LU TO ATTACH TO FOR STRUCTURAL INTEGRITY,DEFECTIVE MATERIALS. INSULATED(DOUBLE PANE GLAZING) UNITS.REVIEW PLAN FOR SPECIAL REPAIR OR REPLACE EXISTING CONDITIONS DIRECTLY RELATED WITH TOP OF WINDOW HEIGHT AND TEMPERED GLASS.REVIEW SHOWER WINDOW g V LU PROPOSED ADDITION. WITH OWNERS OPTIONS FOR PRIVACY GLASS. — — — — O 3).PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. 12).BID MUDROOM EXTERIOR DOORS AS THERMATRU FIVERGLASS SMOOTH STAR z EXISTING LIVING ROOM S6022X1-SDL.PROVIDE OPTIONS FOR OWNER FOR DIFFERENT STYLES AND TYPES / o� 4).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. AVAILABLE. 17, w CEILING HEIGHT 5).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. 13).EXTERIOR ENVELOPE!OF ADDITION TO MEET CURRENT ENERGY COMPLIANCE, w AIRSEALED AND CAULKED WHERE REQUIRED TO INSPECTION TESTING AND 6).INSTALL CEDAR SHINGLE SIDING(MATCH EXISTING)WITH UNDERLAYMENT INSPECTION REQUIREMENTS. w I I I I I I I I I I I PER SUPPLIER INSTALLATION INSTRUCTIONS. 1 1 14).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT 1 I 1 1 I 1 I 1 1 1 ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE AREAS. 8).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS ' 1 EXISTING HALL EXISTING UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK 15).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. I I 1 I STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH I I 8'-9" STOOP ' SIDE FOR MICROLAM HEADERS. 16).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. I I CEILING HEIGHT 9).INSTALL FIRE BLOCKING, FIRE COLLARS,CAULKING,etc IN CEILINGS 17). INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, OTHERWISE NOTED."TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. ' ' 9'�Y` -"Y FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. ' ' \► �(' , PER CODE. f'� � "� A 18).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. .. Ir DRAWN: MH/MS;Y - 1 •,p-- �; SCALE: ��'i• ��� �Cy JOB 5/25/2022 SHEET NUMBER: Qor s ' A- 7 REVISIONS: B 21'-8" 20'-4" " 10'-2" 10'-2" 10, 2'-6" 2'-6" PLT.HT. TW3046-2 PLT.HT. zo 4'-0" (3)2X8 HDR 4'-0"- � PLT.HT. I PLT.HT. J L — — — — CC fV 0 ce 00 Z 0 _ n' 00 = 00 x 00 77771 7777 L4.Llz�� 77771 ri Q N 2)2X8 COLLAR 5 N _a V) 11 SUPERIOR DR 4245 ( )2 X POST ., (OR EQUAL) FIREPLACE 9'-5' ICAL) pFED BY owlINt! _ O; N N A N Q o A �w O i o PROPOSE ME OM x C HEDZCEIC y < O D 6 T&G O� C� 00 o, 2 )2X8 COLLAR TIES 11-11/211CN N 00 L N 00 N N Q N r — C M I - - - - C --------------------------------- LuQ z: I�En I ' 'h I NGp HALF A ----- ' �j p .p I ' O 2,.6„ _ 18'-31/2" I EXISTING LOFT Q o ICN T N 00 2X8 CJ (@16"OC Io Z F v I a, z. i N - - - - - WALK-IN CLOSET 4'-0" I I ; zO PLT.HT. (3)2X8 HDR Fo — — — ' TW2642 ' w 10'-10" 10'-10" d 21'-8" 12'-0" ol I� w Z ' Az a w o B D EXISTING BEDROOM O ' M i i r� V1 i i i i I , i i i i I PROPOSED 2ND FLOOR 559.9 sq ft. - - - N aJ q PROPOSED 2ND. FLOOR PLAN SCALE: 1/4" = 1'-0" o o Er — — — — — , 0 R, N 5PROJECT NORTH � v wuE I I o W L — — — — — J m t EXISTING BEDROOM �x r — — — — — , ,n U m I I � t I I N v v I I 0 W 3 L — — — — — 1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING, INSTALLED WITH RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER MANUFACTURE'S INSTRUCTIONS. 2).PLATE HEIGHT AT 8'-0"AT DORMERS.SEE FLOOR PLAN AND SECTIONS FOR PLATE HEIGHTS ELSEWHERE.CEILING HEIGHT TO BE 8'-0"THROUGHOUT. IP I4 3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 4).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. EXISTING sgl 28x80 sgl 28x80 / O 5).INSTALL CEDAR SHINGLE SIDING(MATCH EXISTING)WITH UNDERLAYMENT CLOSET N PER SUPPLIER INSTALLATION INSTRUCTIONS. 6).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS , , , , , , , , , N UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK ' ' ' ' ' ' ' ' �-4 STUDS ON EACH SIDE OF OPENING. 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, EXISTING TH FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. r — — — — — IV PER CODE. I I �i 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE I I EXISTING HALL APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. L — —o — 9).ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH j 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. 10).EXTERIOR ENVELOPE OF ADDITION TO MEET CURRENT ENERGY COMPLIANCE, AIRSEALED AND CAULKED WHERE REQUIRED TO INSPECTION TESTING AND INSPECTION REQUIREMENTS. ° 11).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. DRAWN: MH/MS SCALE• ` .y JOB#: m. a. 1 5/25/2022 r SHEET NUMBER: A- 8 REVISIONS: B 12 I --, -------------------------- --------2X10-DF#2iRR-P16"OC--, I I � T I I I I I I 1 12 I 1 I I , , A 2X10 DF#2 RR P16"OC 1 , 1 I 1 1 PROVIDE OPTION FOR CATHEDRAL WITH NO COLLAR TIES(3)14"ML w/POST AT CLOSET WALL TO RIDGE O 1 ; v 2X10 DF#2 RR(@16"OC I _ 1 J 1 W 12 n -----------------------------------, CHIMNEY -------------------- -------------- C I � 12 I I 1 6� 1 I ^ LL 0 I 12 I O \D 1 H I I 1-3/4X11-7/8 ML RIDGE O I I I (J I 2X10 DF#2 RR(aa16"OC lfc� ---- -------- - I 1 1 1 12 I c 1 u O 2X10 DF#2RR(,16''OC I- -------------------------- ------ - CH I x aU _ -----_--------------------__------ ______---_____________-_-___12 N L J L J I I I I LL p 4.15 ' 1 W w � W B � � z O Q z o w 0 o u M PROPOSED ROOF PLAN SCALE: 1/4" = 11-0" E N S PROJECT NORTH m 4 o W rn 1c v XO mr ' I.v P� � S tu Lo E 00 �M v 1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 8).INSTALL SHINGLES PER INSTRUCTIONS BY THE CEDAR SHAKE AND SHINGLE u ^-� BUREAU.THE CONTRACTOR SHALL COVER ALL ROOF SURFACES WITH °a✓� 2).ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. CERTI-SPLIT SHAKES/CERTI-SAWN SHAKES/CERTIGRADE SHINGLES BEARING U � GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. THE CEDAR SHAKE&SHINGLE BUREAU'S OFFICIAL GRADE MARKED LABEL. N M v / r. W 3).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 9).USE 5/8"THICK,PRESSURE TREATED 18"RED CEDAR#1 PERFECTIONS.3:12-4:12 (MAX.l0'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, PITCH;MAX EXPOSURE TO BE 4-1/4".4:12+PITCH,MAX EXPOSURE TO BE 5-1/21'. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. 10).SHINGLES TO BE DOUBLED UP AT ALL EAVES.BUTTS OF SHINGLES AT THE FIRST / COURSE ON ROOF SHALL PROJECT 1-1/2"FROM THE EDGE OF ROOF EAVES TO CHIMNEY 4).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. INSURE PROPER SPILL INTO GUTTERS AND APPROXIMATELY 1"AT GABLE AND r RAKE EDGE. 5).INSTALL LEAD COATED COPPER EDGING AND FLASHING OVER E., UNDERLAY ALONG RAKE EDGES AND INTERSECTIONS. 11).CERTIGRADE SHINGLES SHALL BE SPACED APART NOT LESS THAN 1/4", Q' NOR MORE THAN 3/8". V 6).USE ICE AND WATER BARRIER ALONG PERIMETER AND INTERSECTIONS. INSTALL 30#FELT UNDERLAYMENT(TYPICAL). 12).ALL SHINGLE HIPS AND RIDGES SHALL BE OF ALTERNATE OVERLAP TYPE APPLIED Cn AT THE SAME EXPOSURE AS FIELD OF ROOF AND WITH NAILS LONG ENOUGH Ln 7).TACK DOWN CEDAR BREATHER.ONE TACK(OR NAIL)APPROXIMATELY EVERY TO PENETRATE INTO SHEATHING AT LEAST 3/4".EACH SHINGLE SHALL BE QI 3 SQUARE FEET IS ADEQUATE.INSTALL WITH DIMPLES DOWN TO PRESENT SECURED WITH TWO FULL-DRIVEN,STAINLESS-STEEL FASTENERS(TYPE 304 OP �► THE FLAT SIDE AS THE NAILING SURFACE.DO NOT LAP LAYERS OF CEDAR 316). , - N BREATHER. EACH COURSE SHOULD BUTT AGAINST PREVIOUS COURSE.WORK FROM FASCIA TO RIDGE WHILE INSTALLING SHINGLES TO AVOID WALKING 13).MATCH EXISTING K-STYLE GUTTER. INSTALL DOWNSPOUTS AS REQUIRED.ALL DIRECTLY ON CEDAR BREATHER.DO NOT INSTALL ON WET OR DAMP SURFACE. NEW DOWNSPOUTS TO 4"ADS PIPE AND CONNECT TO DRYWELLS PER SITE PLAN. DRYWELL LOCATIONS TO BE CONFIRMED AND ADJUSTED AS REQUIRED. MAINTAIN A MINIMUM 20'SEPERATION BETWEEN DRYWELL AND EXISTING SEPTIC SYSTEM AND 5'FROM PROPERTY LINE. V E n DRAWN: MH/MS SCALE: JOB#: 5/25/2022 SHEET NUMBER: A-9 REVISIONS: PROVIDE OPTION FOR CATHEDRAL WITH NO COLLAR TIES(3)14"ML w/POST AT CLOSET WALL TO RIDGE 1-3/4X11-7/8 1-3/4X11-7/8 ML RIDGE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ML RIDGE 4 - 2 10 16" C OF#2 RR @16`O� / 2X8 COLLAR TIES(AS SHOWN) • • 2 ,'(2)2X8 COLLAR TIES @ 48"OC S 2X8 @16"OC ,'� -- • j►" 12 10 , O � ` 00 CLOSET 3'h RAILING 00 O ECT VENT 12 OR 1/2 WALL MEDIA ROOM 'p u GASFIREPLACE - 4.8 �6 " SOLID BLOCKING MEDIA ROOM SOLID BLOCKING X,O�R @ 3/4SUBFLOOR O UNDER DORMER UNDER DORMER fV X J 16 O CN _ — 3/4"SUBFLOOR — - — - 14"TJ1230 @16"OC 14"TJ 1230 WOOD-1 FJ @16"OC (2)1-3/4X14 ML — - w/5/8"STEELCD t -1LAUNDRY ROOM FAMILY ROOM /�/ /�/ _ o [-- ;r' 03 Q� BATH' �J REINFORCED CONCRETE SLAB OVER COMPACTED CLEAN FILL / // FAMILY ROOM w 3 4"SUBFLOOR _ — STONE SURFACE T r ' ! 51 ti 1-3/4 X 7-1/4 ML @16"OC DBL 7-1/4 ML @1 " ____-_ IMT 6O _ __!_ — 3/4"SUBFLOOR STONE SURFACE — - _ t_ -'--- •• DBL.1-3/4X7-1/4 ML FJ @16"OC (3)1-3/4X9-1/2 ML GIRDER "' (3)1-3/4X9-1/2 ML GIRDER • �• i a, 7-1/4 ML F1 @16"OC - REINFORCED CONCRETE SLAB Q t 2X6 ACQ SILL PLATE q 8"PC' _ ° 6 TERMITE SHIELD b WALL. O 2X6 ACQ SILL PLATE : OVER COMPACTED CLEAN FILL ._ 1 .t (3)1-3/4X9-1/2 - .� SILL SEAL .� . , iY1 S ML GIRDER TERMITE SHIELD b 8"PC 1` 0 ` OVER SILL SEAL WALL BASEMENT STEEL ---• — - "" V) Z 00 A LALLY �: BASEMENT COLUMN 16"X8' CONC. FTG. e; 70- a; 6 b 8"PC WALL STEEL (2)#5 REBAR LALLY 8"PC WALL ~ DAMPPROOF b COLUMN b DAMPPROOF O i. 4"CONC.SLAB e �.d v ^ .d e ► .d a .d c �,d •: _ — • r• ► r•' r•' ► r • r � e.• � 4"CONC.SLAB ►. e a' : e �' : e w : s w •: s•w 16"X8"CONC.FTG. . .. ^,.d .. . .. . .. :: 24"X24"X12" (2)#5 REBAR e'° CONC.FTG. 2'X2'X1' 16"X8"CONC.FTG. Q+ CONC.FTG. (2)#5 REBAR B CROSS SECTION B $ t2 SCALE: 1/4" = 1'-0" A CROSS SECTION A $ 12 SCALE: 1/4" = 1'-0" F� O Z � Q z o PROVIDE OPTION FOR CATHEDRAL h o oO WITH NO COLLAR TIES(3) 14"ML w/POST AT CLOSET WALL TO RIDGE Q� M 12 (2)2X8 COOR TIES @48"OC ' r1�lo� 10 @f60 C` O O N v OrnFTT J m m o 00 011 11 3'h RAILING f 2X10 RR @16"OC 12 O 11-7/8 ML ?X7�R 12 EXISTING Q 4.75 �6 RIDGE R @7 6 cN �� f f -� � v Chi 6„ BLOCKING J - — - — P4 u R� 3/4" � O SUBFLOOR � P 2X6 CJ 16"OC I 14"TJ1230 @16"OC �� o ¢+ - - - - — - — - — - SOLID (2) 1-3/4X14 2X6 CJ @16"OC U ' BLOCKING ML a` v C-) It N v 0 EXISTING 00 8X8 FG COLUMN ; 4X4 ACQ POST CA 2X6 ACQ SILL PLT TERMITE SHIELD Q REINFORCED CONCRETE SLAB I FILL SEAL OVER COMPACTED CLEAN FILL STONE 3/ 1 1 STONE _ _ _ — 4"SUBFLOOR 3/4"SUBFLOOR V SURFACE SURFACE — - 1-3/4X7-1/4 ML @16"OC 0 •, 1-3/4X7-1/4 ML F1 @16"OC1 - - — - — • -• ••' °. 1-3/4X7-1/4 ML @16"OC (/) r (3)1-3/4X7-1/4 Q, 4. MUM • �' : (3)9-1/2 ML ML FLUSH BEAM 31-011 :8"PC "'q' 2"PILASTER • `.� 8"PC 'q �� GIRDER (2)1-3/4X7-1/4 O WALL °': UNDER b LLY ! WALL i b STAIR ML FLUSH BEAM N cv1 '� Ia g COLUMNS COLUMN N1 .� LANDING _ DUTCH ' - ° ^' • • - O '' III WALL _I_I EXISTING ] 16"X8"CONC.FTG. 16"X8"CONC.FTG. ' pp AIIS i� III III'' I' III (2)#5 REBAR00 LALLY 0 (2)#5 REBAR .� COLUMN .: ihlll I I�i 8 PC WALL 6, 4X4 POSTS ►. illi1' 'III' �, 1 DAMPPROOF ° == III _ 4"CONC.SLAB 4"CONC.SLAB 24"X24"X12" 16"X8"CONC. FTG. (2)#5 REBAR CONC.FTG CONC.FTG. s,",rte •-' e r D C C CROSS SECTION C ROSS SECTION DR .ash' 12 SCALE: 1 4" = 1'-0" — } n � " „� .��"':a , r„',a� h''` + DRAWN: MH/MS $ t2 SCALE: 1/4 1 -0 � d, 8 / t# • �' ts# ��q SCALE: a JOB#: 5/25/2022 y• �y ��� "r' 'r SHEET NUMBER: A- 10 REVISIONS: Generated by REScheck-Web Software Compliance Certificate Project SHANNON Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 34685 OLD MAIN ROAD ORIENT, NY 3 11/4 41 11/4 11/2() 11/4 41 1*1/4 SINK INK Compliance: 4.1%Better Than Code Maximum UA: 243 Your UA: 233 Maximum SHGC: 0.40 Your SHGC: 0.30 W.M. 13" The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. SH C WER A.I. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. 3() 6 1 1/2 11/2 11/40 24) dl C.O. C.O. 3 Envelope Assemblies 3 44P 4 ;�-A%Juw� !Po;.Lt�� IPAJ.Muffl U-1 D -_.. .: ._....u..-...._....._. . .. ------ SLOPE" 1/4" PER FOOT PITCH TO DRAIN 4"C.I. SEPTIC STO APROVEYSTEM Ceiling 1: Flat Ceiling or Scissor Truss 822 30.0 0.0 0.035 0.026 29 21 TRAP HOUSE Ceiling: Cathedral Ceiling 82 30.0 0.0 0.034 0.026 3 2 PLUMBINC, SCHEMATIC 1ST. FLOOR: Wood Frame, 16" o.c. 1,098 19.0 0.0 0.060 0.060 55 55 SCALE: NOT TO SCALE Door: Solid Door(under 50%glazing) 42 0.280 0.320 12 13 Door 1: Glass Door(over 50%glazing) 84 0.300 0.320 25 27 SHGC: 0.26 Window:Wood Frame 41 0.300 0.320 12 13 SHGC: 0.31 Window 1: Wood Frame 9 0.270 0.320 2 3 SHGC: 0.34 2ND. FLOOR:Wood Frame, 16" o.c. 781 19.0 0.0 0.060 0.060 42 42 Window 2:Wood Frame 42 0.300 0.320 13 13 SHGC: 0.31 Window 3:Wood Frame 37 0.270 0.320 10 12 SHGC: 0.34 Floor:All-Wood Joist/Truss 904 30.0 0.0 0.033 0.047 30 42 8 0 Project Title: SHANNON Report date: 04/18/22 Data filename: Pagel of 2 0 V) oc 0 VJ 2" T. 2" 7 @ 2" 0 2" 2" O FASTENER TYPE: SPACING: X UC, O Lr) 1-1 No.8 WOOD-SCREW ON 0 BASED ANCHOR WITH 16"OC v 4.- U 2in.EMBEDMENT LENGTH X No.10 WOOD-SCREWS BASED ANCHOR WITH 16"OCU 21n.EMBEDMENT LENGTH Lr) 0 1/4in.dia.LAGSCREW BASED ED ANCHOR WITH 16"OC 2in.EMBEDMENT LENGTH U 5 cr) 3/4"APA PLYWOOD \.D CA C- 00 SHEATHING Q) C)CU 1/2'APA RATED SHEATHING GRADE PLYWOOD (ALTERNATTVIVE:7/16"O.S.B.) @ 1/2"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIME:7/16"O.S.B.) @ L-L ce)9 cc 9 Emli 10 E_FASTENER TYPE: SPACING: 2X4 DF#2 No.8 WOOD-SCREW STUDS BASED ANCHOR WITH 101.oc 'U WINDOW SILL 21n.EMBEDMENT LENGTH 0 Lg co ce C@ CC@ ul) TYPICAL WINDOW OPENING No.10 WOOD-SCREWS BASED ANCHOR WITH 12"OC PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH THAN 4 FEET 1/4in,dia.LMAEGSCREW F-MIll BASED ANCHOR WITH 16"OC 2in.EMBEDMENT LENGTH ® H- TYPICAL DOOR OPENING PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: 2-2X4 DF#2 STUDS CONNECTED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW OR GALVINIZED BOLTS W/WASHERS BASED ANCHOR WITH 81,CC THAN 6 FEET AND NUTS @ 2'-0"D.C. 2in.EMBEDMENT LENGTH (/) �4 TYPICAL MULTIPLE OPENINGS No.10 WOOD-SCREWS BASED ANCHOR WITH 91,oc 1:4 PANEL SPAN GREATER THAN 6 FEET 21n.EMBEDMENT LENGTH AND EQUAL OR SMALLER 1/4in dia.LAGSCREWBASED ANCHOR WITH 16"OC THAN 8 FEET 2in.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING F WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16., AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIALA DRAWN: MH MS CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. SCALE: HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. JOB#: 5/25/2022 SHEET NUMBER: A- 11 REVISIONS: O ❑ 1 / / p i , lie �II 0 PROPOSED BATH PROPOSED BATH PROPOSED BATH PROPOSED BATH PROPOSED BATH NORTH SOUTH WEST WEST EAST 0 0 � O O Q Z O LAUNDRY ROOM LAUNDRY ROOM LAUNDRY ROOM LAUNDRY ROOM Z NORTH SOUTH WEST EAST 0 - 0 > L I ol � z MUD ROOM MUD M MUD ROOM O Q z U ROOM MUD ROOM a z NORTH SOUTH WEST EAST O ooc O r� t O n tC Ln o� o- u) 00 MEDIA ROOM MEDIA ROOM NORTH SOUTH w O u WTERIN EVATION � A 1'-0" �� Ilk— Shy DRAWN: MH/MS SCALE: At 16 JOB#: 5/25/2022 SHEET NUMBER: • "1233 /`�0 , MEDIA ROOM MEDIA ROOM - A- 1 2 WEST EAST REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° • ENDWALL CRIPPLE STUD RAFTER WALL STUD U , BOTTOM PLATE p RIDGE BATHTUB ° HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR LISP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOPJOIST DIRECTION WITH (2) JOISTS. UNDER WALL. F� 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE O HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER 1APPLY TO EACH RAFTER / LEDGER BLOCKING @24"CC 10_� 19 Q� WALL STUD J THROUGH—ROOF EXHAUST (�T� VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP—SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED RIM BOARD RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN ' VENTILATION f--+ WOOD JOIST SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING ' - - - FINISH WALL AND MOISTURE — 2x4 LEDGER BLOCKING B ARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER H WOOD GIRDER INSTALL 4'0" O.C. THE SPACE VENTILATED. ALL OPENINGS O SHALL BE COVERED WITH CORROSION— ONTIN. SCREENED VENT 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ►---� CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ^ INSTALL 4'0" O.C. FLASHING To FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION H^ AND SO AS TO MAINTAIN AIR SOFFITED EAVE F--I 8" — 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS ACTION 4" — 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" — 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" — 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE ' FLASHING 4 INCHES W BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME � EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING Q SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENTO C C WOOD JOIST W TOP PLATE z GIRDER/HEADER O Q z SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD00 110 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS M INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" — 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED KEEP SHEATHING MIN. 1-1/2"/ ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS CONFORM TO SLOPE / 8" — 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD SUB FLOOR SILL GASKET - �— � 1 WOOD JOISTS cn N o ` NEOPRENE m m r, v TYP. CONC. FOUNDATION CONC. SLAB ��` i i G v GASKET .` 2x6 /2x8 CONTINUOUS WOOD PLATE o m O C � 6 MIL. POLY - V o ,=' �' DAMPPROOF EXTERIOR , s I BOLTED TO STEEL BEAM WITH rn 'mc o GRANULAR FILL r EMIL POLY ON EXTERIOR V p V '7 `� 1/2 " DIA. BOLTS @ 48" o.c. STAG. O r x o � ° � STEEL COLUMN I _ � A ROOF JACK \� `�` v 1 STEEL BEAM a CONC. SLAB p ° \ O a ° n o \,p �� ANCHOR BOLT EMBEDMENT: I I �. O `I u _ POURED CONCRETE: 7" ` TOP AND BOTTOM PLATE r 4" x 1 4" x 8" STEEL `� , COMPACT FILL ° I / � v �' � � BLOCK WALL: 15" ° '� p C. ROOFING LAPS o KEYWAY FOOTING A �, U) `• ° V � �,p �• p � CONC. FTG. 'p d Q•p �G c• ^ USE WITH 3x3 SQUARE WASHERS FLASHING AT � �, I 1J/2° GROUT 6" ANCHOR BOLT �00 � SIDES AND TOP ° 4 ANCHOR BOLT CONNECTION 3" STEEL COLUMN °o (USP LBPS58 OR BP583) ` N O W p REINFORCING BAR s FOUNDATION 5/8" DIA. ANCHOR BOLT I DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL � TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING [� WALL BOTTOM PLATE TO FOUNDATION SLAB—ON—GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL u V O I I SUBFLOOR CONC. SLAB 11 DOOR FRAME 6X6 10/10 WWM GARAGE I JOIST COMPACT N COMPACT FILL ' DOOR USE 2X8 STEEL BEAM FOR B LOC KOUT r 4" SLAB ' P.T. PLATE ` ` W/ 6X6 WMM I I SLOPE 4 DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT 1/2" AIRS ACE < I < ° ° 7v1 �• ; (WITH A NAILING PLATE IF NEEDED) AT END AND .c 'o •a °a ° W �,y; p ES OF WOOD o�p D , D , ° ° ° STEEL BEAM OTOIALLOW RFOR GSHRINKAGE GRADE <► =--n------«----- �• BEAMS _ - I I e e ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ��•a ° Q ° Q ° Q 12" b 6X6 W.W.M. .s —4 6 Q ° .. �,° ° =ail u e4 p I -_II—ITI-IL-IIE e D `1.� `1.D /1., ° ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM I p p ° ° '., �D �I I II I IIS SUB FLOOR �-- °t ° NOTCH EQUALS 1/4 DEPTH OF BEAM D ° c1 REINFORCING BAR . D REINFORCING BAR c ° '�I I ° a 4 .° ° I II� _ JOIST DRAIN TILE I�—GJ ° s° SHEET METAL / 30# FELT UNDER BEAM AT POINT IL ° �� �° �° ° II "P (� STEEL BEAM 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK c 3PLATE (BOLTED TO BEAM) Irk` ' ,R �n tc " • a „ TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. A SHIMS TO LEVEL BEAM x63 , REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 1 ?� "' �s DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM SCALE: GARAGE DOOR BLOCKOUT JOB BEAM POCKET ;�'�' #: y y 5/25/2022 SHEET NUMBER: A- 1 3 REVISIONS: G1C WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: ',. NERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE TO TOP PLATE 10'WALL: 4-8d COMMONJOIST TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL DESIGN DEAD LOAD(PSF)R301ALLS ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 1801.7 P g g g UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS U360 These codes are to be considered as part of the specifications for this building and accordance with table 3.36. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 4o MASONRY WALLS (8"THICK) gp CEILINGS (PLASTER,STUCCO) U360 studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) L/240 should be adhered to even if in variance with the plan. Y P 2 - 8d COMMON GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240 accordance with table 3.3. TO RAFTER END NAIL GUARD IN-FILL COMPONENTS 50 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS (PLASTER, STUCCO) H/360(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 NON-SLEEPING ROOMS 40 EXTERIOR WALLS FLEXIBLE FINISHES First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ( ) H/leo � 4). The designer has not been engaged for construction supervision and assumes noconnectors. Steel straps P shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) U600 Z responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 O construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES ROOF GROUND SNOW LOAD 20 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR EXPOSURE C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE 2 - 16d COMMONPER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATEE FOOT SEE NOTE: 1 ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4- 16d COMMON JOINTS FACE w INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and HEADER TO 16" O.C. FACE FIRE PROTECTION Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. Q 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER 16d COMMON ALONG EDGES NAIL SMOKE & CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 F� 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST, 2 - 16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA I� 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD [--I SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: F LOO R F RAM I N G: HAZARDS 0 Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED ►^--+ 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL SPACING 130 B SEVERE 3 FT. 17 NONE MODERATE SLIGHT TO. NOTES Q 2.4.4.2 and 2.2.4 res QTY - respectively.y 20 PSF TO HEAVY MODERATE Q 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: 4 - 8d COMMON PER TOE Q� concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 1,3 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS BLOCKING TO: EACH TOE �� �� ( ) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and SILL OR TOP PLATE 3 - 16d COMMONBLOCK NAIL INTERIOR ZONE 8d COMMON @ 6 O. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge w along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. install one 3 - 16d COMMON � d attached with the above requirements. TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. JOIST ON LEDGER PER TOE NOTES 0 >� JOIST DECK AND COVERED PORCH NOTES: 3 - 8d COMMON 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM ST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END 7 Z the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMONJOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, F BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 0 Q Z 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMONp FOOT SEE NOTE: 1 SILL OR TOP PLATE Girders on concrete piers shall be anchored with proper steel connectors anchored F EATH I N 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. � O FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. M 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL g Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nailspacingassumes sheathingto rafter/truss framingmembers with G>0.49. For Edition Wood Framing Construction Manual. framing members with 0.42<G<0.49, the nailspacing shall be reduced to 3 inches hes o.c. � below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 g 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION Q-n, SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted ' all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS WALLBOARD 10" O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 N v Bearing wall Headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. "' � ° openings. LVL. headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: X ' openings. Bearin wall window sills shall also have 2 window sill plates for 2x4 wall NOTES v g ( ) P 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored � o � o openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL O � � to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. x o � SPACINGTY. and blocking where applicable. Qw x 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall o 5). All flush beams/headers to be installed with heavy duty galvinized hangers and 8d COMMON ) g g q ° PANELS WFCM - SBC be used. � � � anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE x 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Cn E Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 00 � u ° "' WALLBOARD 5d COOLERS 10" O.0 . FIELD `V o w 3 on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. .c� 7). Provide 2 -. 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. W HVAC SYSTEM NOTES 1" OR LESS I 8d COMMO 12" O.C. FIELD (5.7 SQ.FT.2ND.FLOOR) H 9). Provide bllocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF d NOTES:' NYS Residential Code R302.11-FIREBLOCKING REQUIRED V under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) O NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. requirements. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 N equipment supplier. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed E"'' 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing g requirements are based on wall sheathing SOIL COMPACTION: using parallel rows of studs or staggered studs. � CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: 3 In concealed spaces between stair stringers at the to and bottom of the run.Enclosed spaces x members shall be doubled, or alternate connectors, )• p g P p over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S. Residential Code. P such as shear plates, shall be used to maintain load path. � 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE Q, SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2 thick moisture-resistant sheetrock. Garage walls and 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced tot - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. `R � I 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or a roved equal. Flat roofs shall be a lied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. DRAWN: MH/MS 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&Gi,= s�" SCALE: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP JOB#: AND BASES.USE WITH FLASHING CAPS TO COVER TOP 5/25/2022 SHEET NUMBER: - � - A- 14