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HomeMy WebLinkAbout49435-Z r ��o�s�fF01 y Town of Southold 12/19/2023 P.O.Box 1179 �. 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44831 Date: 12/19/2023 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 7630 Main Bayview Rd, Southold SCTM#: 473889 Sec/Block/Lot: 87.-5-16.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/26/2023 pursuant to which Building Permit No. 49435 dated 6/29/2023 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: accessory garage with entry deck and outdoor shower(no plumbing)as applied for per ZBA#7773,dated 5/18/2023. The certificate is issued to Calcaterra,Regina&Ciarvino,Todd of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49435 10/10/2023 PLUMBERS CERTIFICATION DATED lathor'ze Signature �o�gUFFQi,��O , TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 49436 Date: 6/29/2023 Permission is hereby granted to: Calcaterra, Regina 250 Oak Rd New Suffolk, NY 11966 To: Demolition of an existing garage and construct new detached accessory garage with outdoor shower as applied for per ZBA#7773 approvals. Amended plans for accessory garage to remove window, relocate outdoor shower and add a 36 sq. ft. deck addition as applied for. 12-04-23 At premises located at: 7630 Main Bayview Rd, Southold SCTM # 473889 Sec/Block/Lot# 87.-5-16.1 Pursuant to application dated 6/26/2023 and approved by the Building Inspector. To expire on 12/28/2024. Fees: ACCESSORY $372.00 CO-ACCESSORY BUILDING $50.00 DEMOLITION $144.00 ELECTRIC $125.00 �'AMENDIVI.EI�1TrT0�P�RMITt� �x��'� $�1�8�00,�=� Total: $709.00 I d1,,1 Building Inspector TOWN OF SOUTHOLD gQFF 4coG�� BUILDING DEPARTMENT TOWN CLERK'S OFFICE "o • � � SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49436 Date: 6/29/2023 Permission is hereby granted to: i Calcaterra, Regina 250 Oak Rd New Suffolk, NY 11956 l To: Demolition of an existing garage and construct new detached accessory garage with outdoor shower as applied for per ZBA#7773 approvals. At premises located at: 7630 Main Bayview Rd, Southold SCTM #473889 Sec/Block/Lot# 87.-5-16.1 Pursuant to application dated 6/26/2023 and approved by the Building Inspector. To expire on 12128/2024. Fees: ACCESSORY $372.00 CO-ACCESSORY BUILDING $50.00 DEMOLITION $144.00 Total: $566.00 Building Inspector Of SOUj��l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �o sean.devlin(,8-town.southold.ny.us Southold,NY 11971-0959 �yCOUNTV,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Regina Calcaterra Address: 7630 Main Bayview Rd city:Southold st: NY zip: 11971 Building Permit#: 49435 Section: 87 Block: 5 Lot: 16.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE --jContractor: Electrician: Peconic Power Systems License No: 45056ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 7 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 5 Smoke Detectors Main Panel 100A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches Q 4'LED Exit Fixtures Sump Pump Other Equipment: 100A Panel 8 Circuits / 5 Used Notes: Detached Garage Inspector Signature: Date: October 10, 2023 67 S.Devlin-Cert Electrical Compliance Form Uq/ SOUK,°lo _ # # TOWN OF SOUTHOLD BUILDING DEPT. Coum, 631-765-1802 INSPECTION FOUNDATION 1ST - &' �OUGH 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: PNS �tr th tc s l DATE INSPECTOR pF SO//TyO� - - ` TOWN OF SOUTHOLD BUILDING DEPT. courmNF'' 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 REM KS: DATE gI /Vo3' INSPECTOR OF SOGIyo� TOWN OF SOUTHOLD BUILDING DEPT. `�couNnN�'' 631-765-1802 INSPECTION [ ] UNDATION 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 VIOL ION [ ] PRE C/O [ ] RENTAL REMAR S: �Apv DATE I U-v )v INSPECTOR OF sobTyO� LA q _ l J-,L� (5 A4 # * TO141k OF SOUTHOLD BUILDING DEFT. couto a 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: 1� DATE INSPECTOR w OF SO(/lh�� # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [y] FINAL6A-rAj-eLf NSULATION/CAULKING ] FRAMING /STRAPPING [ v'6 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: z 619 d-eG,aj 6v) 4-- 3 nx� DATE INSPECTOR f FIELD INSPECTION REPORT DATE COMMENTS J(VV4 in CC cS FOUNDATION (1ST) .� y ------------------------------------ y vvv� Z FOUNDATION (2ND) { O VW^v' v H ROUGH FRAMING& PLUMBING S C INSULATION PER N.Y. STATE ENERGY CODE ` r or l: +n IN , FINAL - c real ' c,o -P-or a -i$ 3 ADDITIONAL COMMENTS \ -t z3 �G1a 5l0(0 ODg- o Z3 ^'1 �,�'a(- Gc ire,� d !a q y-�3 rhanCase I8.00" 'J m z96 1 6 �o N b N � z t9 H x d b H TOWN OF SOUTHOLD—BUILDING DEPARTMENT a y y t Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �� • ' Telephone(631)765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDINr DCORMT■ , For Office Use Only h PERMIT NO. Building Inspector: I, Applications and forms must be filled out in their entirety.Incomplete .SAY-7-6 268 applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be.completed. 7 5���,,- G ,- P,, a Date: , o 2 2- OWNER(S)OF PROPER Name: ) J G lrG FTM#1000- 1 b Project Address: Phone#: Email: Mailing Address: Sa ` CONTACT PERSON: i Name: W Z — 4-Ic= j Mailing Address: OX G (� AJ 3 Phone#: 7� Email: kS ot E'' DESIGN PROFESSIONAL INFORMATION: Name: 5 Mailing Address: Phone#: FFm;711 CONTRACTOR INFORMATION: Name: O Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION 9New Structure ❑Addition ❑Alteration ❑Repair ❑De�lition Estimated Cost of Project: ❑Other M D I & V L $ Will the lot be re-graded? ❑Yes KNo Will ekcess fill be removed from premises?PYes ❑No 1 C®� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD ® =� Town Hall Annex- 54375 Main Road - PO Box 1179 y r Southold, New York 11971-0959 ®4, a®� 5 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrt southoldtownny.gov - sea nd(ab-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: 10/5/23 Company Name: Peconic Power Systems Electrician's Name: Robert Stanevich License No.: ME-45056 Elec. email:Peconicpowersystems@gmail.com Elec. Phone No: 516-819-7191 ❑1 request an email copy of Certificate of Compliance Elec. Address.: PO BOX 512 Cutchogue NY JOB SITE INFORMATION (All Information Required) Name: Regina Calcaterre Address: 7630 Main Bayview Road , Southold Cross Street: Cedar Drive Phone No.: 917-837-8700 Bldg.Permit#: 49435 email:Todd.ciaravino@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New detached garage Square Footage: 625 Circle All That Apply: Is job ready for inspection?: R1 YES ❑ NO ❑✓ Rough In 0 Final Do you need a Temp Certificate?: ❑ YES FV-� NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION V'1c`c' o� PROPERTY INFORMATION Existing use of property: I� L� to Intended use of property: A i5 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to f—4 0 this property? ❑Yes,�<No IF YES,PROVIDE A COPY. Check I37X AftF-1F f Carling: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPUCATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in 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): �j 0L RAuthoJrized Agent ❑Owner Signature of Applicant: d Date: ()-0 r Z("2 STATE OF NEW YORK) ` SS: COUNTY OF '-)OF�rOUKHina c ) A —L being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contrac above named, (S)he is the C J �� (Contractor,A ent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of ,2021Z -4AA IV a a d, li)lj UPA Notary Public TRACEY L. WYER NOTARY PUBLIC,STATE OF NEW YORK N0.01 DW6306900 PROPERTY OWNER R° AUTHORIZATION QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2Q�lo i, Regina Calcaterra residing at 7630 Main Bayview Rd., Southold NY 11971 do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. 8/30/22 Owner's Signature Date Regina Calcaterra Print Owner's Name 2 J ; �gjFfpl�'� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD t C= Town Hall Annex- 54375 Main Road - PO Box 1179 �rri Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov "' sea ndasoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 10/5/23 Company Name: Peconic Power Systems Electrician's Name: Robert Stanevich License No.: ME-45056 Elec. email:Peconicpowersystems@gmail.com Elec. Phone No: 516-819-7191 ❑I request an email copy of Certificate of Compliance Elec. Address.: PO BOX 512 Cutchogue NY JOB SITE INFORMATION (All Information Required) Name: Regina Calcaterre Address: 7630 Main Bayview Road , Southold Cross Street: Cedar Drive Phone No.: 917-837-8700 Bldg.Permit#: 49435 email:Todd.ciaravino@gmail.com Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New detached garage Square Footage: 625 Circle All That Apply: Is job ready for inspection?: FV] YES ❑ NO ✓V Rough In ❑✓ Final Do you need a Temp Certificate?: ❑ YES ❑� NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect[]Underground❑Overhead # Underground Laterals 1 2 D H Frame Pole Work done on Service? FJY DN Additional Information: PAYMENT DUE WITH APPLICATION /O' tC.C4- 0 S 16P i{g435 PERMIT 9 Address Switches Out!ets`,1` G FI's Surface e 1 Sconces H H's UC Lts Fans f Fridge HW Exhaust 1 Oven WAD Smokes DW Mini arbon Micro Generator -ombo Cooktop Transfer aC AH Hood Service - Amps Have Usec -pedal t00 0mnnents x FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE:November 29, 2022 TO: Calcaterra, Regina 250 Oak Rd New Suffolk,NY 11956 Please take notice that your application dated August 31, 2022: For permit: to demolish and construct a new accessory garage and legalize an"as built"deck addition to an existing single family dwelling at: Location of property: 7630 Main Bayview Road, Southold,NY County Tax Map No. 1000—Section 87 Block 5 Lot 16.1 Is returned herewith and disapproved on the following grounds: The proposed accessory garage, on this conforming 62,068 sq. ft. lot in the R-40 District, is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard. The site plan shows the proposed accessory garage to be located in the front yard. Lastly,the "as built"deck addition to the existing single family dwellingis s not permitted according to the Bulk Schedule which states conforming lots measuring 40,000 square feet or more in size require a minimum rear yard setback of 50 feet. The site plan shows the deck addition having a rear yard setback of 46.4 feet. orized Signatu e 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. E FORM NO. 3 TOWN OF SOUTHOLDBUILDING DEPARTMENT eals SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: November 29, 2022 TO: Calcaterra, Regina 250 Oak Rd New Suffolk,NY 11956 Please take notice that your application dated August 31, 2022: For permit: to demolish and construct a new accessory garage and legalize an "as built" deck addition at: Location of property: 7630 Main Bayview Road, Southold, NY County Tax Map No. 1000—Section 87 Block 5 Lot 16.1 Is returned herewith and disapproved on the following grounds: The proposed accessory garage, on this conforming 62,068 sq. ft. lot in the R-40 District, is not permitted pursuant to Article III: Section 280-15 which states accessory buildings and structures shall be located in the required rear yard. Additionally, the garage is not permitted according to the Bulk Schedule which states the primary front yard setback of a corner lot requires a minimum 50' setback. s, The site plan shows the proposed accessory garage to be located in the front yard with a 20' setback from the front yard property line. i "s �2w Lastly,the "as built" deck addition is not permitted according to the Bulk Schedule which states conforming_lots measuring 40,000 square feet or more in size require a minimum rear yard setback of 50 feet. The site plan shows the deck ddditi.on having a rear yard setback of 46.4 feet. ,) A t orized Signatux6 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. BOARD MEMBERS Southold Town Hall a� Leslie Kanes Weisman, Chairperson ,°Zf SOUS® 53095 Main Road• P.O. Box 1179 Patricia Acampora �� �® Southold,NY 11971-0959 Eric Dantes Office Location: Robert Lehnert, Jr. Town Annex/First Floor Nicholas Planamento ® y 54375 Main Road(at Youngs Avenue) NTJ\''N Southold,NY 11971 RECEIVED http://southoldtownny.gov - ZONING BOARD OF APPEALS .1 2 2 2023 MAY 2 5 2023 TOWN OF SOUTHOLD Tel. (631) 765-1809 Southold Town Clerk .FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 18, 2023 ZBA FILE: 47773 NAME OF APPLICANT: Regina Calcaterra PROPERTY LOCATION: 7630 Main Bayview Road, Southold,NY. SCTM#1000-87-5-16.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25, and the Suffolk County Department of Planning issued its reply dated February 15, 2023, 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. PR OPERTY FACTS/DESCRIPTION: The subject property is a conforming 62,068 square foot lot located in the Residential R-40 Zoning District. The northerly property line measures 321.22 feet then runs southerly 13.28 feet then measures northeasterly 150.06 feet, the easterly property line measures 115.82 feet and is adjacent to Main Bayview Road, southerly property line measures 490.00 feet and the westerly property line measures 77.32 feet. The parcel is improved with a two-story frame dwelling with attached deck in the rear of the dwelling. There is an existing old garage in poor condition located south of the residence with a small shed attached for the pool mechanicals. The in-ground swimming pool is located southeast of the garage as shown on the survey map prepared by Angelo Joseph Cecere, LS, and last revised July 31, 2020. The survey also includes the merged lot(two parcels) that increased the applicant's lot and allowed the establishment of the current address and driveway entrance to the property from Main Bayview Road.instead of the former access from Koke Drive which is a private road, BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; Article XXIII, Section 280- 124 and the Building Inspector's November 29, 2022 Notice of Disapproval based an application for a permit to demolish and construct a new accessary garage and legalize an"as built"deck addition to the single=family dwelling; 1) accessory garage is located in other than the code permitted rear yard; 2) deck addition is located less than the code required minimum rear yard setback of 50 feet; located at 7630 Main Bayview Road, Southold, NY. SCTM#1000-87-5-16.1. RELIEF REQUESTED: The applicant requests variances to to demolish and construct a new accessory garage and legalize an"as built"deck additions attached to an existing single-family dwelling. The proposed accessory garage, , r Page 2, May 18,2023 #7773,Calcaterra SCTM No. 1000-87-5-16.1 on this conforming 62,068 square foot lot is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard. The site plan shows the proposed accessory garage to be located in the front yard. The "as built" deck addition to the existing single-family dwelling setback 46.4 feet from the rear yard property line is not permitted according to the Bulk Schedule which states conforming lots measuring 40,000 square feet or more in size require a minimum rear yard setback of 50 feet. ADDITIONAL INFORMATION: Originally the dwelling was located on a single lot with two front yards. In 2020 the parcel the house is located on was legally merged with the front yard parcel located on Main Bayview Road. The combined parcel now has three front yards which necessitates variances. The driveway entry will now be located on Main Bayview Road as is the new address. Previously Koke Road(a private road with access to a private easement) was the address and access to the old garage. Koke Road will no longer be used, and the new garage will line up with the entrance from Main Bayview Road. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on May 4,2023 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The new garage will be located off Main Bayview Road and will have a more pleasing look to the neighborhood and enhance the character of the area. The new detached garage will be the same square footage as the old garage, but shifted closer to the easterly property line in the same non-conforming yard as the old detached garage. The setback from Main Bayview, the primary road frontage, will be well over 200 feet and will have no visual or other impact on the road or adjacent properties. The"as built" deck that is attached to the dwelling gives a more pleasing esthetic look to the residence and is not visible from the primary road frontage. 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 unique configuration of the property with three front yards makes variance requests necessary. The existing "as built" deck requires a 3.5-foot variance on a 1.5-acre property in order to architecturally line up the deck with the length of the rear elevation of the existing dwelling. 3. Town Law $267-b(3)(b)(3), The variances granted herein are mathematically substantial, representing 100% relief for the proposed new garage and the variance request for the "as built" deck at 7.2%_ However, due to the uniqueness of the property with three front yards it is necessary to request these variances. 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 building a new detached garage and legalizing an "as built" deck while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. P a Page 3, May 18,2023 #7773,Calcaterra SCTM No. 1000-87-5-16.1 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 Weisman (Chairperson), and duly carried,to GRANT the variances as applied for, and shown on the Site Plan and Architectural Plans (Sheets S-1, A- 1 & A-2) prepared by Mark Kevin Schwartz, Architect, and dated December 22, 2022. SUBJECT TO THE FOLLOWING CONDITIONS: l. The "as built" deck shall remain open to the sky. 2. The applicant must apply to the Building Department for a building permit for the "as built" deck within 90 days of the date of this decision and submit same to the Office of the Zoning Board of Appeals, or submit a written request for an extension to the Board of Appeals setting forth the reason(s) why the applicant was unable to obtain a building permit in the time allotted. =and st o taro a erti icate,of Occupancy from the Bui mg epartment for the "as built" same to the Office of the Zoning Board of Appeals within 12 months of this decision en request for an extension to the Board of Appeals setting forth the reason(s) why s unable to obtain a Certificate of Occupancy in the time allotted. 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, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, 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, demolitions, or demolitions exceeding the scope of the relief granted herein, 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 LIMIT'S ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully 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 Page 4,May 18,2023 #7773,Calcaterra SCTM No. 1000-87-5-16.1 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), Acampora, Dantes, Lehnert, and Planamento(5-0). eslie Kanes eisman, Chairperson Approved for filing ,%7 /2023 Q • .t �I f: arY�.i � L"'-• ,� > � - Wit.'"� ! � ! ' C 1 1 Y •����` `rbs' �.t ���er�� \k j•�i� pb t ^� ,. �, • ■ Lit ,,-- Vr 10 pop ir,,.4 +A 4 7 �/ ^ I•� ' �,+ �Y � .�-,�T A�. '. It �iY •y . a 1 + '��1..,+t. •�t it 1�W �!� or lo {{ •J` Ejf 1f .. ;`• �•\� �,1 1�Ioyflfl' I ,Y��,ySl 11'7! , {.y 1 c.� 1;� fr , U. a �r� ��:;. '1�'\ Y r h i, /ire ir, °p ���j `�s:�,a+�N'' , �.;•;�: - 74 pit Aq all 1'� Mi ► �� x47 .\ ri1w 'i[' �r+4 � •�+ ~]�,+' i .n l•� _' - � ..� � �''tom fir- ��. �r _ `' r*"• - •� .. �r _r •. . ''�'• �.7M,='k�l r• ,r ,` J t. r•t •iFt �..�+,e, ` ��'`� 1 t`s.ir.. !VM iL Y ILS ALI �.v .,:- 11 Ni�iM1� � i 11�eN� Meson ' 1 t 'T,v,�, '�. •' 'sue-.4411 " ,. Wit'+e,w ?.'4�.,; �` .i- `:�!,�., \ "� 'Y y a+.i"tt:r'♦ v..... •;?.r is �`v :.Y�M'i` �. � i` �_y� +, t •► M ' r A, • Oak ,♦ . . -,iY � y ..i it � \ 1 � y 1 t •. •� w P Ir Tr- ja 74 r ` '*i�'.'� `� ���r•-_may+ i ` t 1►� ` \ 1 a �'� Mi: `mot t 4" Dwyer, Tracey From: Dwyer, Tracey Sent: Friday, October 14, 2022 10:58 AM To: 'mksarchitect@optonline.net' Subject: RE: Calcaterra &Ciarovino Koke is an improved road and is therefore a third front. Do you want me to move forward in writing the notice of disapproval or do you want to check with your client and get back to me? Thank you, Tracey -----Original Message----- From: mksarchitect@optonline.net [mailto:mksarchitect@op'tonline.net] Sent: Friday, October 14, 2022 10:36 AM To: Dwyer,Tracey<tracey.dwyer@town.southold.ny.us> Subject:Calcaterra &Ciarovino Hi Tracey, just heard your message...I went through this with Amanda...I believe...months ago. Aren't yards correct as depicted in this sketch? Mark ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 � y I Dwyer, Tracey From: Dwyer,Tracey Sent: Friday, October 14, 2022 10:46 AM To: 'mksarchitect@optonline.net' Subject: RE:Calcaterra &Ciarovino After merging the properties,the lot now has three fronts&a rear yard,one primary(house facing right-away koke) and two secondary fronts(mn bayview& Koke). This puts the garage in a front yard and the set back of the deck for the rear yard is 46.4'where a rear 50'setback is required. Resulting in both projects requiring ZBA approval. -----Original Message----- From: mksarchitect@optonline.net [mailto:mksarchitect@optonline.net] Sent: Friday, October 14,2022 10:36 AM To: Dwyer,Tracey<tracey.dwyer@town.southold.ny.us> Subject: Calcaterra &Ciarovino Hi Tracey, just heard your message...I went through this with Amanda...I believe...months ago. Aren't yards correct(as depicted in this sketch? Mark ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 •„s...e..nn ....o law•ume..e asr. ,.I �! l L;_E::4E W LAND N;F MARIA MATHEW CD MANFRE ZAND M n O cTl LAND N,,F tv25'56'50'E N^ EILEEN&GARY ZAKARIN i j N24°22'50"E 150.06 a _ _ to d 9�R f o• , j i I its t . RoN �- - Irp fir- )---r-yAt �. 30' WIDE PRIVATE RIGHT OF WAY SITE PLAN ,r LAND N/F SCALE:I'=20'-0' ANTHONY DANIELF 3 ro 5� 2 I - ( 1 � r I I _ I I I I - I i I I I I L - - - - - N In Vi ON Y un zz 115.82 n Z i pN w EL O n `? fT1 a 0 o fs1 o e� ® N v Ln d 28495 Main Road,P.O.Box 933 CutchoI NY.11935 V1 yNI T E N Phone(631) 734-4185 Fax(631) 734-2110 E-mail n-ksarchitect@optonline.net N MARK SCHWARTZ &ASSOCIATES Web Site ht mksarchitect.com tP:// C. I 1 1 firE D�� ENT REVISIONS: 281 ��vl� 2-- I 23- ve A -��.�due. � �g•� 4'-011 10, ��IV OUTDOOR SHOWER t POSTS TO BE ANCHORED A TO MIN.B"PC PIER OR TO CONTINUOUS FOOTING y _-_--_-- - 28'-011 (VIF) o 13'-6'/211 14'-5'/zVon, \ 1 11 1 r — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — e e e e e e e I ' 6"STEM WALL(ALT.8") ' I ***ALL OPENING CUTOUTS TO a OVER MONOLITHIC FTG. ' ' = BE VERIFIED BY GENERAL CONTACTORTO BE 16" I PRIOR TO INSTALLING FOUNDATION e FOOTINGGRADE,6"WIDE w/BELOW ° (2)#5 REBAR 1 1 w , 1 1 I I Lu �o I V 1 ( _j X ^, •V I b Q 12 1 1 N 1 I 1 x 1 1 cis 'nCN • ' 1 I I , -0611 lt Lu , E I0 PITCH SLAB 1/8":12: , ' i__ _I_ I (3)1-3/4X16 ML RIDGE � o ^ 1 ,-' , -+ *— � ' ' I ' I 1 O O d- N d;; 4"CONC.SLAB TO BE ' ; I'1" ' 1 1 IN i N r,1 POST TO AWNG POST TO AWNG N x _j J N " 1 1 1 F+i WINDOW BELOW WINDOW BELOW I 1 I I ' REINFORCED w/10/10 6X6 WMM r I , , , WINDOW HEADER WINDOW HEADER I , 1^ 1 ^ wl , ^' 1 v v OVER COMPACTED CLEAN ILL I ' I TO BE (3)5-1/2 ML TO BE(3)5-1/2 ML OR GRAVEL.GC TO VERIFY r p I N SOIL CONDITIONS IN f lELDi . ° 2�X8�ACQo ¢ -.t---a 16"OCa `,I I w ,a�OUJd I O - I ,o t V I N l� N U GARAGE • I , i dia N 1 t lJ I � 1 I 1 , 12" PIER I CATHEDRAL CEILING I m T ; ; vnr/2'X2'Xl' 12 ' TIG T BELO PROPOSED 1 GRADE I 1 I I DECK 0 1 , x I 1 1 W N I t 11 1 --; _J — (3)9-1/2 ML HEADER 00 1 , 00 A2'- L — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 5'-11%"x T-43/8" 01 5-4'/211 12'-6" 10'-1'/2" 2 8'-011 28'-011 A ROOF PLAN A A o SCALE: 1/4" = 1'-0" PROPOSED FLOOR PLAN PROPOSED FOUNDATION PLAN c ° o SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ,;_4 w I Q i A 1� o x o cild t— U 2' 2" 2" O cq O OO O O 2" - — - — - — - — - — - — - — - — - — - — - — X 1 .� _ _ u o1n m � � CATHEDRAL CEILING OPTIONS): (Q d1 o 1.ADD(1)16"ML TO RIDGE • OO e ® ®® ® ® (3)1-3/4X16 } LL ML RIDGE 2.ADD(2) PLYS AC SHTG TO z U E FASTENERTYPE: SPACING: No.8 WOOD-SCREW 12 ,O EACH SIDE OF RIDGE,OVERLAP o u �I PLYWOOD SPLICES,PL PREMIUM o 11 BASED ANCHOR WITH 16"OC 8 0,1 AND(4)#10 NAILS AT 16"OC s 4 tin.EMBEDMENT LENGTH ® ® ® ® ®® ® ® tS r �. No.10 WOOD-SCREWS Q Os Om •°"1 ;a p, 2RR0°! 3.EXISTING RIDGE DESIGN,ADD ^ E BASED ANCHOR WITH 16"OC ' • 6bc, (2)1-3/4X7-1/4 ML SECURED TO U m r tin.EMBEDMENT LENGTH 1.11 �, +I ' ^ DBL RAFTER AT EACH SIDE AT � � F21n.l"EMBEDMENT n. Ia.LAGSCREW � 8'-8"OC).SECURE w/(4)3/8"dia •V' ED ANCHOR WIThI 16"oc ,eE°` THROUGH BOLTS w/NUTS AND LENGTH ___ +®' '� N Oe O ® e s® e s 2 7-1/4 ML COLLAR TIE i SETS EQUALLY SPACED 8'-8"OC --- WASHERS OO OO 3/4'APA PLYWOOD SHEATHING _ 1/2"APA RATED SHEATHING GRADE PLYWOOD m 00 (ALTERNATIVIVE:7/16"O.S.B.) ® e - ®® ® 9 I'O 1/2"APA RATED HEATHING GRADE PLYWOOD e OLu (ALTERNATIVIVE:7116"O.S.B.) 2X6 STUD WALL A ® e® ® ® 1/2"SHEATHING - Om O® BOARD&BATTON SIDING U FASTENER TYPE: SPACING: 2X4 DF#2 w/UNDERLAYMENT No.8 WOOD-SCREW O O STUDS Q1 0 BASED ANCHOR WITH 10"OC WINDOW SILL 21n.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.10 WOOD-SCREWS ® ® cc CO ® ® 'Q PANEL SPAN EQUAL OR SMALLER BASED ANCHOR WITH 12"OC21n.EMBEDMENT LENGTH THAN 4 FEET 1/41n.dfa.LAGSCREW 2X6 ACQ SILL PLATE OVER BASED ANCHOR WITH 16 CC p OQ TERMITE SHIELD AND 6"CONIC. •Q 21n.EMBEDMENT LENGTH H. _ ® e e ® SILL SEAL TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: _ �� •• STEM WALL 3: PANEL SPAN GREATER THAN 4 FEET �O 4"CONIC.SLAB,REINFORCED AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL �o.v No.6 WOOD-SCREW wJ 10/10 6X6 WMM �,�'• to THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS 21n.EMBEDMEBASED ANCHORNT LENGTH ITH 8 AND NUTS @ 2'-0"D.C. 16"w MONOLITHIC FOOTING TYPICAL MULTIPLE OPENINGS No.10 WOOD-SANCHOR WITH REINFORCED w/(2)#5 REBAR BASED ANCHOR WITH 9"OC PANEL SPAN GREATER THAN 6 FEET 21n.EMBEDMENT LENGTH AND EQUAL OR SMALLER BASED ANCHOR WITH 16"OC THAN 8 FEET tin.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL CROSS SECTION A - " 3 3 SCALE: 1/4" = 1'-0" � A AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING ot 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.RESIDENTIAL '* �`�4a '� 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. Vill ' SCALE: HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. ;�. t? JOB#: 11/13/2023 SHEET NUMBER: A-2 REVISIONS: SITE DATA: R40 SCTM No. 1000-87 05-16.1 I DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 62068.43 SQ.FT. 1.424 acres - ESTIMATED AREA OF 2000 SQ.FT. GROUND DISTURBANCE: STORM WATER MANAGEMENT DETAILS EXISTING HOUSE: 1600 SQ.FT. 2.6 0/ ]' LOCATION: SF AREA: 100%RUNOFFAT R VIDE DRVWELL - RAIN PE0.HOUR PROVIDE: CAPACITY: NEW ROOF AREA'883050 FT 148 CU Fr. m 8'dl..Nd..P I=Fr. EXISTING GARAGE: 680 SQ.FT. TO REMOVE - EXISTING SHED: 124 SQ.FT. 0.2% DfFF f.11TTFR-RANDARn S^ NOTES EXISTING POOL: 506 SQ.FT. 0.8 lku WV1, u.Exxamon: :oo xor azew vu..uAn°x umm�imiwreswac axex v.ore.�v Fu>.uo. 21 i a�..s°u`�.'xea.nonour+��rvwo..ojra�.�uno. EXISTING DECK: 762SQ.FT. TO REMOVE - 4P.vnx<su.r SSRINGNtTnOos.Em.MENom—nenuxxrnnExa. .cNmNc*�..E.srrsuLTsro­E­Ur 1TME,a E <o.omoxs \ n PUNT m.cealEO NnK su.,.�x.Hov,Prx�w<onrA<r wm o�s9Nwu (3.6%) / Nl.mro.Nwa.A>xAaa.ou�wnn oa,xxno.00x AUO,w ow.wmos �IeERroKF. Eorow..<.:r�«r'TOr,OREA.x,.'orU. :1 snr<T nnu.wm�Ncmx won w>n=�cM:wNrs q�ssaa o nnsn.w0 saoe.o„Eu.o oow�ons wo el m 21 " N°wuwmusmis uuRsw aN PROPOSED DECK: 395.2 SQ.FT. 0.6% 12 CU.YD. 4 CU.YD. 31.<«MowMsrwrs rosr senE.sxsrw As1NMCW1 seu DRY WELLS TO BE 10'MIN. 4).P.oacna PROPOSED NEW GARAGE: 848.4 SQ.FT. 1.4% 30 CU.YD. 15 CU.YD. AWAY FROM HOUSE ei.*ouauE°'A So. a, OO—ON OFF wesrurtu �N�a 6'dia,Tdeep DRYWELL TOTAL: 3473.6 SQ.FT. 5.6% 12 CU.YD. 4 CU.YD. MEETS 6 BOUNDS BY: ANGELO JOSEPH CECERE,LAND SURVEYOR SURVEY DATE: OCTOBER 16,2018 lW V lQ V ,Lu v 1 W O LAND N / F - CL MARIA MATHEW O MAN FRE ZAN D o M IN CSC ° LAND N / F N25056'50"E ' EILEEN & GARY ZA � � 321 .22 � KARIN N2402215011E 150.06 OOL FENCE TO BE REPAIRED ° AS REQUIRED AND COMPLY WITH CURRENT CODE I Ln �O SILT FENCING - - SILT FENCING / O O,`DC V II M 0 tK 0 Lu w W — — — — — — — — — — — — / 1I REMOVE EXISTING %-0 Q ~ W� ..I ; • GARAGE I (� U- 1 F, Ls�� E.1 F--I DECK O (� W A I \ / \ 1 I - w r,r E CONCRETr . t L w Q W — — — — — — — — — — — / r ]IT FENCING J WASHOUT I SO.IL.. 16 0 EXISTING HOUSE w I I l\ 16X32 I — �---REMOVE EXISTING DRIVEWAY I � IN GROUND 30, AS SHOWN POOL ND 0 j 28.0'i � � \ 1 � L _ J PROPOSED ^' /' — \\ 0 I Qr .� 4'X4' /1 ST GARAGE r 1 / s O.D.SHWR \ I PROPOSED v I /1>t • Z \ \ DRIVEWAY W OL -- — I W \ \ \ (ALTERED) —M — 00 J/ v - - - - - - - No CN rn .0 /V> s CONSTRUCTION - — - — - - - - -- - — - — - -- - -- - SILT FENCING- O r..l X O - SILT FENCING ENTRANCE + .0 L_ 490.00 REMOVE EXISTING DRIVEWAY AS SHOWN Bldg Dept copy' �j Ln O 1 Fk,,aJ reviewed d from o o`0 25 56 50' GAM �7_ . U .. L � \,0 - Un r�r N � W 30" WIDE PRIVATE RIGHT OF WAY LAND N / F RECEIVED ANTHONY DANIELE H FEB p 12023 � Appeals U Zoning Board of App O SITE PLAN SCALE: 1" = 20'-0" -�•.,..,., can 4 s .P Irv;) DRAWN: MH/MS SCALE: JOB#: 12/22/2022 SHEET NUMBER: S- 1 L i REVISIONS: OF ao❑ oEIF-1 o00 v v LLL xix Lu PROPOSED NORTH ELEVATION PR OPOSED EAST ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" `< V W V1 O _ O a. Q O 0 I I w 3 li w � z � a I_ ,1 W zs o 0 0 13'-61/2" 14'-51/2" PROPOSED SOUTH ELEVATION PROPOSED WEST ELEVATION SCALE: 1/4" = 1'-0" FWG60611R SCALE: 1/4" = 1'-0" __ ' •n C ' ' (3)1-3/4X9-1/2 ML HEADER �p N I _ I o `FUTURE BAH m �' PER SCADS WALL UP pU'fq OR 0 m 0� APPROVAL I TO ROOF SH6 R v r— (OH DOOR TRACK) I i '_On '�W --------------------- 4 V 0 oO \ STORAGE \ a � I CATHEDRAL CEILING .5 0 Lu 1 O I �' O C I I I W O N �� C V m Nztk I ' N -- = O� W ' I 1 I LL N N °' x p I p N `__ - __' co x S 5X5X1/4 x - N I N TU STEEL COLUMN v 0° I 30" "X12"CONC.FTG. I 5 REBAR EACH WAY _ I C>D W —------------ (OHI i• DOOR TRACK) FH GARAGE O 1 '^ I CATHEDRAL CEILING (n T �^ I co � I N Q N lo I (3)1-3/4X11-1/14 ML HEADER FWG120611-4 SAAS + a 10'-7'/2" 17'-41/2"ol 28'_0" •� ��' .'' Bldg Deft Copy from ZBA O1� d� �,� Final revi" _jdocuments zeA Plle t, 7�?3 Date:.,5i�Y i 3 DRAWN: MH/MS SCALE: JOB#: 12/22/2022 PROPOSED 1ST FLOOR SHEET NUMBER: SCALE: 1/4" = 1'-0" A- 1 P Ell - - _. i "'Road REVISIONS: APPROVED AS NOTED DATE 6 B.P.# FE. 51(12•O) BY NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING 3. INSULATION 4. FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF -7-7 75 .�....SOUTHOLDTO"iM ,..�...1,, SOUTHOLD TOE"F'ill-11411.a SOUTHOLD TOMi Ulf EES I.Y.S.DEC W TT7 ELECTRICAL INN ECTION REQUIRED Q I w I All mt. crior ik 1iting C LL I nr ^t tcg l,ed-- -1.conf®rm p� SOUTH ELEVATION NORTH ELEVATION toCt�apter172 1' SCALE: 1/4" = -0" '� SCALE: 1/4" - 1'-0" o�the Town Code � Q U � z � � Q 0 cfj 0 C1101aau Ln � to Ln U a� 00 ME E]EIF-] 000 U' 0 N EAST ELEVATION WEST ELEVATION SCALE: 1/4 - V-011 SCALE: 1/4 1 0 DRAWN: MH/MS e x Q SCALE: t + f JOB#: 8/18/2022 `: (1' • SHEET NUMBER: A- i i REVISIONS: A A A 28'-011 2 8'-0" 13'-6'/2" 14'-5'/2" 13'-6'/z" 14'-5'/z" FWG6061IR r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — n • n a ` a . a 1 r — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — -r r — — — — — — — — I 1 r ' .n• r r (3)1-3/4X9 i/2 ML HEADER �p r M WALL(ALT. OVER MONOLITHIC ONOLITH C FTG. 4 Orr N ALL OPENING CUTOUTS TO - -__-- , 1 BE VERIFIED BY GENERAL CONTACTOR r r ` FOOTIN TO BE 16"BELOW z PRIOR TO INSTALLING FOUNDATION GRADE,16"WIDE w/ ° I I I I FUTURE BAr I a O#5 REBAR I I v I I I ( PER SCHD WA UP OU DOOR O ° O I I I I I APPRQW I TO OOF SH6\v R ------- --- ~• I CN _ cV 12 I N ------- I - N 1 i I I I ------- N O 1 ilio" N 1 - OUTD OR SH WER N 1 1 I I ----------(OHDOORTRACK)—-- I r_ rr POSTS T BE ANC ORED TO MIN. "PC PIE OR TO I ' I STOR GE rO ° CONTI UOUS FO TING II I I I i CATHEDR L CEILING ^/ (vIF) I I I I Lu I �� ���' 6'-63/4"w 1 0 , I (��� I I I I I = r v I w g �. 1 (3)1-3/4X1/MLDGE (3)1-3/4X16 ML RIDGE M = ; N I r r N 0 v „ PITCH SLAB 1/8":12: h�S 5 XI/4 TUBE STEEL POST TO AWNG N `^ c' °' ' "- I U- X `O N 4"CONC.SLAB TO BE ® ; •D N W POST TO AWNG t / cv x , I WINDOW BELOW v COLU TO FOUNDATIONI I WINDOW BELOW I I r N I ;__ _ _ 0 REINFORCED w/10/10 6X6 WMM -_____-_- I ¢ , x S 5X5X1/4 x HSS 5X5 1/4 WINDOW HEADER I I WINDOW HEADERI I , r4 I cv OVER COMPACTED CLEAN FILL I I TO BE(3)5-1/2 ML I I TO BE(3)5-1/2 ML 1 I ., TU S EL COLUMN ids OR GRAVEL.GC TO VERIFY TUBE STEEL C LUMN 00 I 30" "Xt2"CONC.FTG. SOIL CONDITIONS IN FIELD. 30"X30"X12"CO G. 5 RE AR EACH WAY _ ( ) ww w/ 3 #5 REBAR EACH WA Q� 00 TT� I 11 II ---------------------- I n 1 1 I I (OH DOOR TRACK) II u GARAGE N 12 CN I CATHEDRAL CEILING N II S� II II I = O 1i II 11 I 00 a ° O x x Q 1� II II II I _ I CN I I I 2 '-4rr r-3'/2rr m ) it II II I � a II II 11 I (3)1-3/4X11-1%4 ML HEADER— — — — — — - - L — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — J L — — J I ' • v v - v v • v L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — J FWG120611-4 SAAS 10'-7'/z" 17'-4'/z" 10'-7'/z" 17'-4'/z" i 28'-0" 28'-0" A ROOF PLAN 4A A o SCALE: 1/4" = 1'-0" .r PROPOSED FLOOR PLAN PROPOSED FOUNDATION PLAN ° SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" w U > z � � Q 0 i I2' r 0 0 0 0 2° o 0 0 0 2" 2„ — — — — — — cV v F Ln ^ aJ O Q• • • •Cc • (3)1-3/ 6 O• O• ML GE Q x FASTENER TYPE: SPACING: 12 w V No.8 WOOD-SCREW 2'r10 O) 000 BASED ANCHOR WITH 16"OC B �F#, g '. \ tin.EMBEDMENT LENGTH 2 7 V No.10 WOOD-SCREWS O Q �16.o tC .0 BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH U c--I 1/4in.dia.LAGSCREW ( \ v (A BASED ANCHOR WITH 16"OC 00 OJ C tin.EMBEDMENT LENGTH G 0 Q 3/4"APA PLYWOOD DEL2Xi2 CJ @16"OC SHEATHING 1/2"APA RATED SHEATHING ~ GRADE PLYWOOD 00 (ALTERNATIVIVE:7/16"O.S.B.) • ® ®® 0 1/2"APA RATED SHEATHING GRADE PLYWOOD ® O (ALTERNATMVE:7/16"O.S.B.) 2X6 STUD WALL [•-+ Cc cc •• Cc cc1/2"SHEATHINGLJE1 Om O• � BOARD&BATTON SIDING L V FASTENER TYPE: SPACING: zxa OF#z w/UN ERLAYMENT O No.8 WOOD-SCREW STUDS BASED ANCHOR WITH 10"OC 0 WINDOW SILL tin.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.10 WOOD-SCREWS • • ®® PANEL SPAN EQUAL OR SMALLER BASED ANCHOR WITH 12"OC21n.EMBEDMENT LENGTH N THAN 4 FEET 1/41n.dia.LAGSCREW 2X6 ACQ SILL PLATE OVER BASED ANCHOR WITH 16"OC p TERMITE SHIELD AND 6"CONC. 21n.EMBEDMENT LENGTH — — • • • • • - � SILL SEAL STEM WALL TYPICAL DOOR OPENING _ PANEL SPAN GREATER THAN 4 FEET MULTIPLEPLYWOODASSEMBLIES FASTENER TYPE: SPACING: y. �O 4"CONC.SLAB.REINFORCED Z-2X4 DF#2 STUDS CONNECTED r AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW "OCo o w/10/10 6X6 WMM v THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS BASEDInEMBEDMENT LENGTH ITH B IV AND NUTS @ 2'-0'D.C. 16"w MONOLITHIC FOOTING No.10 WOOD-SCREWS REINFORCED w/(2)#5 REBAR TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 91,OC Q tin.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET AGSCREW AND EQUAL OR SMALLER BASE dia. HORWIT Q BASED ANCHOR WITH 16"OC � THAN 8 FEET tin.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL A CROSS SECTION A SCALE: 1/4 AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING 3 3 — 1 -0 �� lµ.- ' T. Vic, , WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" ,�;' :-,�) 4" 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. RESIDENTIAL r �� CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. "-4; ^r DRAWN: MH/MS 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: .�. i c rI f JOB#: HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. �' F 8/18/2022 e'y SHEET NUMBER: OF A-2 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 °to RAFTER I ENDWALL WALL STUD CRIPPLE STUD u BOTTOM PLATE p RIDGE LEDGER BATHTUB ° HEADER ED DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 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 JUSP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR AND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APFLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC I WALL STUD THROUGH—ROOF EXHAUST VENTS SELECTED AND LOCATED� CATED BY CONTRACTOR METAL STRAPP �{ CRICKET AT TOP—SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED r� RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN ' VENTILATION SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE BLOCKING ' - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING O BARRIER TO LAP FLASHING ; 2x4 SOFFIT JOIST j STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA O FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER a/ THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �.' SHALL BE COVERED WITH CORROSION— a 4" — 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ONTIN. SCREENED VENT ' 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 AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" — 14" LSTA30 1-1/4%30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT 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 20go. 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 RAFTER BASE FLASHING WRAPS CORNERS, 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 VENT Q O WOOD J01ST •rrctl W TOP PLATE GIRDER/HEADER 0 � � Q SIDE WALL FLASHING WOOD JOIST{ O 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD Q H �►-' FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO AS TO FORM DRAINAGE CHANNELS AND RAFTERS Ct C) INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION O 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" Ct 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. RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1 2' HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE 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 j SILL GASKET SUBFLOOR WOOD JOISTS If NEOPRENE ; m v � o CONC. SLAB GASKET �,�. ' 2x6 2x8 CONTINUOUS WOOD PLATE m v y TYP. CONC. FOUNDATION ( A 6 MIL. POLY ' / •_ U DAMPPROOF EXTERIOR ° �� ' BOLTED TO STEEL BEAM WITH o G c" GRANULAR FILL _ ' 6MIL POLY ON EXTERIOR rn ° V STEEL COLUMN ` p .` 1/2 " DIA. BOLTS © 48" o.c. STAG. O S t u aA a a D ROOF JACK ` w �� CONC. SLAB ' 'p - �• e \� �. " �� STEEL BEAM v d e n o �. " ANCHOR BOLT EMBEDMENT: �� I ' �. r ` COMPACT FILL p POURED CONCRETE: 7" `� I 4" x 1/4" x 8" STEEL o �; u a V i l i e "D 3LOCK WALL: 15" ROOFING LAPS TOP AND BOTTOM PLATE u � V ° ° d ° p FLASHING AT ' WITH 1/2" x 6" ANCHOR BOLT v KEYWAY FOOTING D /� U " e �'p ^ CONC. FTG. �' 'p Q`p G D SIDES AND TOP cn LSE WITH 3x3 SQUARE WASHERS ° ANCHOR BOLT CONNECTION / .o ° o• (USP LB PS58 OR B P583) .` 0No v ` 1 2 GROUT 3" STEEL COLUMN o f2i p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I .c DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTIN3 MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATION ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STOGIES 36" OC W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING C� WALL BOTTOM PLATE TO FOUNDATION 1-2 STORES 57" OC � SLAB—ON—GRADE ROOF JACKS & VENTS DETAIL V OSUBFLOOR I I Q CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL DOOR --II Cam— N FOR B LOC KOUT USE 2X8 STEEL BEAM p ' 4" SLAB • W/ 6X6 WMM M SLOPE P.T. PLATE 4"DRIVEWAY --® NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR S ACE < I <I ° ° 7 1 �� , e e e (WITH A NAILING PLATE IF NEEDED) � ' 'a STEEL AT END ANDHER THAN S OF WOOD ;'p ,� 'p ° ° ° 'a e 'e ° • SOEBEBEAMOT0X. IALLOWF0RGSHRINKAGE GRADE Q � '�-_n�- --c�---' BEAMS _ _ _ D D D 4 a e •e (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ° 4 Q ,D III ° ° �° 12" 6X6 W.W.M. a �° D e D p II- I=III�IIEIIE D , D �D D ,•n /�`i ���NOTC H BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM —III ' p p I I—I I II SUB FLOOR MIN. c ,e c e �'a �''� ° e D III=1 r •� GI •" REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM !—I • . L` �� REINFORCING BAR e -III ° o ,°'D iiii OIST DRAIN TILE �t---►1 �o a° T-1 ° 4 \,° 4 ° 4 ° SHEET METAL / 30# FE_T UNDER BEAM AT POINT L• n e ° Pm STEEL BEAM 12' p. OF CONTACT WITH CONCRETE OR CONC. BLOCK �ITi—lil_III_ITI_ITi-1il—TI` , a•� 3" PLATE (BOLTED TO BEAM) ' TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. �A SHIMS TO LEVEL BEAM Nt`"+,'wC , REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SI.RFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT ' �� a /� , 4 DRAWN: MH/MS -A SCALE: BEAM POCKET k g r�.E„v ��•rare l i JOB#: u 8/18/2022 SHEET NUMBER: .0 1� A- 3 m I J I REVISIONS: WIND FRAMING NOTES (0J00 NAILING SCHEDULE PLAN CONTENTS. E N E A L N OT E S 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each air of rafters in accordance to table 3.4. NAIL NAIL g g P P JOINT DESCRIPTION NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING (SEE PLANS) CONSTRUCTION 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 TOP PLATE 10'WALL: 4-8d COMMONRAFTER 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: CEILING JOIST 8'WALL: 3-8d COMMON EACH DESIGN CRITERIA (UNIFORM CODE) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE 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 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 DESIGN DEAD LOAD(PSF) R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 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 UNINHABITABLE ATTICS (NO STORAGE) 10 EXTERIOR (LIGHT FRAME) 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 WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH U180 UNINHABITABLE ATTICS (STORAGE) 20 EXTERIOR (LIGHT FRAME) STEEL WALLS 14 (NO FINISHED CEILING) 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND 30 INTERIOR (LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 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 L/360 TO RAFTER WFCM - SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS 8' THICK) 80 CEILINGS (PLASTER, STUCCO) L/360 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the ( ' should bey adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 .8d COMMON EACH TOE FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) U240 GUARDS AND HANDRAILS 20o accordance with table 3.3. TO RAFTER END NAIL SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS U240 GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES R301.5) PER 20 SQ. IN. 2000lbs EXTERIOR WALLS (PLASTER,STUCCO) H/360 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END ( (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 First wall studs shall be connected to the foundation, Sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) L/600 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 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 w 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 TO 2 - 16d COMMONPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE l EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's s P PP 2 - 16d COMMON O.C. NAIL Sym.: Q attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 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 TO 16d COMMON 16" O.C. FACE SMOKE &CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. W 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 HEADER ALONG EDGES NAIL 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 COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 a 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: O FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA a 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 I I FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL 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 NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO - 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE concrete nor masonry walls occuring in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 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 NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" longat 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES PP P Y 3.5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 3000 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMONEND NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 13 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 B ) O BLOCKING TO: EACH TOE „ ( BOTH FIELDS 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 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD 6 maximum lifts (layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4" O. . 8d COMMON along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE @ @ 4 O.C. SEE NOTES: 13 6). Crawls aces to be provided with a minimum 18"x24" access opening. Install one 3 - 16d COMMON P P P g �"' � 8x16 cast iron foundation vent for every 150 sq. ft. of area. attached with the above requirements. TO BEAM JOIST NAIL •� W DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES WW 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL Z 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 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED iN SCHEDULE NOTES ONLY. P Y PP PER END A 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 COMMON JOIST 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, ' O BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. N x 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 COMMON -I 2 Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 ccj FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R F S H EATH 1 N G• 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. Cn For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. Ct r` 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 U g Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING Edition Wood Framing Construction Manual. �� �� 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Untes!; 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 JOINT DESCRIPTION CDotherwise. Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE 8d COMMON @ 6" O. 8d COMMON @ 12" O.C. where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD m o 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS Bearing��vall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 0. . 8d COMMON @ 12 O.C. SEE NOTE: 3 .� 6). Concrete piers shall be a minimum 6" above grade. o LO openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: °� openings. Bearin wall window sills shall also have 2 window sill plates for 2x4 wall NOTES Q `1 g ( ) P 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 6'0 and 2x6 wall openings between 5111 and 8'9. Provide fire NAIL NAIL ou P gto girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Z and blockiing where applicable. QTY. SPACING o a, 00 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 00 '7 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMO WFCM - SBC ) g g q U m �' PLUMBING NOTES be used. y anchors where applicable to all connecting joists. 7/16" OSB 3" O.C. EDGE U) v n 6d COMMO rn .� ., 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 N a Floors to have ceramic tile 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. o w 5d COOLERS on plans. WALLBOARD I 1 10 O.0 . FIELD 2 Verify septic system with the Engineer for Suffolk Count Health Department approval. „ 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r ) Y P Y g Y P pp 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. C 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Y QTY. SPACING W [� state Code and manufacture's 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. recommendation for maximum hole S1Ze and spacing permitted. Q where applicable unless otherwise noted. 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. HVAC SYSTEM NOTES 1" OR LESS 8d COMMO 12" O.C. FIELD (5.7 SQ. FT.2ND.FLOOR) 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists MIN.44"SILL-AFF 0 NYS Residential Code R302.11-FIREBLOCKING REQUIRED O under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) P4 requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO 3E 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 full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. N ). y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor � equipment Supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 94 11). Unless otherwise noted,all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are ba<ed on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 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. j ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor oists. Finished floor to be installed members shall be doubled or alternate connectors, 3). In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfl oor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 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 , 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and 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 TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 2). When wall sheathing is continuous over connected p a 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 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. to be reduced to] - 16d nail per foot. INCLUDING SUBFLOOR, IS COMPLETE. -r° -:;•.� 3). All electrical work to comply with 2014 NEC. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or per as throughout 4). Install Smoke detectors and Carbon Monoxide detectors throu section R314 approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM g P torch down type material over. a / r� and R315 of IRC. �'A A+', ?) .• 66 y DRAWN: MH/MS SCALE: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G "fie w1' l JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP k ' gns/2o22 AND BASES. ,,; USE WITH FLASHING CAPS TO COVER TOP M dI' (� SHEET NUMBER: 4�!ii A-4