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Home My WebLink About49302-Z 4 O�QS�EFOLk�oGa Town of Southold 12/6/2023 y� P.O.Box 1179 53095 Main Rd a �y� a Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44804 Date: 12/6/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 70 Owaissa Ave, Southold SCTM#: 473889 Sec/Block/Lot: 87.-3-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated i 4/25/2023 pursuant to which Building Permit No. 49302 dated 5/2N2023 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 to existing single family dwelling as applied for per ZBA#7728, dated 2/16/2023.. The certificate is issued to Holobigian,Paul&Lisa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-23-0397 12/6/2023 ELECTRICAL CERTIFICATE NO. 49302 11/13/2023 PLUMBERS CERTIFICATION DATED 10/14/2023 Na nj Plumbin c. WAN-) A o 'z Signature i SoF04. o TOWN OF SOUTHOLD cGy� BUILDING DEPARTMENT y TOWN CLERK'S OFFICE Woy • 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 #: 49302 Date: 5/23/2023 Permission is hereby granted to: Holobigian, Paul 116 Kildare Rd Garden City, NY 11530 To: Construct additions and alterations to an existing single family dwelling as applied for per SCHD and ZBA#7728 approvals. Existing shed'to be relocated to a conforming location (requirers minimum setbacks of 3 feet). At premises located at: 70 Owaissa Ave, Southold SCTM # 473889 ' Sec/Block/Lot# 87.-3-25 Pursuant to application dated 4/25/2023 and approved by the Building Inspector. To expire on 11/21/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $307.60 CO-ADDITION TO DWELLING $50.00 Total: $357.60 Building Inspector pF SOUryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �o Jameshi-southoldtownny.gov Southold,NY 11971-0959 0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Paul Holobigian Address: 70 Owaissa Ave. city:Southold st: New York zip: 11971 Building Permit#: 49302 Section: 87 Block: 3 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Tucker Electric INC. Electrician: Frank Raynor Jr. License No: ME-4926 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures 1 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt Wall Fixtures 2 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 17 CO2 Detectors 1 Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt 1 Emergency Strobe Heat Detectors Disconnect Switches 10 4'LED Exit Fixtures 11 Sump Pump Other Equipment: 1 washer, 1 electric mirror, 1 dryer, 1 hydro action septic system Notes: NEW ADDITION BED&BATH ROOMS Inspector Signature: Date: November 13, 2023 70 owaissa ave i V SOUI�,o Town Hall Annex !� Telephone(631)765-1802 54375 Main Road '7�` Fax(631)765-9502 P.O.Box 1179 G.2` Southold,NY 11971-0959 ate. BUELDING DEPARTMENT TOWN OF SOUTHOLD 4_l OCT 2 7 2023 �r MIDI G DEPT. CERTIFICATION TOWN CTS01"n��{1 �� t Date: Building Permit No. tA l s O Z Owner:3 U (Please print) Plumber:' �a��+ ® - 1 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Sign ) Sworn to before me this day of 201\� Dayline Cintron NOTARY PUBLIC,STATE OF NEW YORK Registration No.OI C16442786 Qualified in Suffolk County Commission Expires 10117l2026 Notary Public, County _t I oF SOUTyOIo - * # TOWN OF SOUTHOLD BUILDING DEPT. cou 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: J1 � 1 V1111 VA • oly\ . DATE D INSPECTO qq OF SOUTyo<o # # TOWN OF SOUTHOLD BUILDING DEPT. °ycou 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 VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l DATE INSPECTOR 1 OF SOUTy�6 -- - f } TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,N�' 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 l( IRISPECTO SO 30 70 ©way ssa A) e UIyO� # TOWN OF SOUTHOLD BUILDING DEPT. cou 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: k04 DATE �� -3 INSPECTOR 41waL q4F SOUIy�� TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPEC ION [ ] 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 MARKS: 7WC4� : � Q DATE y INSPECTOR SOUTh°� # * TOWN OF SOUTHOLD BUILDING DEPT. 'ourm,�'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ SULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL/J REMARKS.- A lam, 7`b� (� C D 114S 42 CJ V6a- u DATE �'l d a3 1 NSPECTOR ��0 UIyO TOWN OF SOUTHOLD BUILDING DEPT. °`ycourmN�'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] R TAL REMARKS: F Z Pro 4e4La^ O•x C0LkA- ' r 0L$,_4 - to LA C IU6 5rw,o e. 0 ( c no m PapL5 OT iS�O�1n�Cf 7 APA 6e,4 N C, 06leM Q(AfS 1�,_& DATE " �g-a3 INSPECTOR UOE SOUTyO� ` # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631.765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ NSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU ) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PR C/O [ ] RENTAL r REMARKS: PeiI N 1�1 K4 svvdo( 1A DATE L? [10Y3 INSPECTOR SOUTyO q OQ12 20 0 Li Q LSSQ V # * TOWN OF SOUTHOLD BUILDING DEPT. co 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) [ J ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ RENTAL �e� ad 'REMARKS: d t � O V1 ul j DATE I lh, '� INSPECTOR AAA9,4 OF SOUlyOID - - -- �� TOWN OF SOUTHOLD BUILDING DEPT. couto, 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: I (��f/ Cm& (5D bk I�WAII SoA4 l DATE INSPECTOR w l r e Jam. c t � I � e i . 1 f I � 0 '1 *i. x Ar rf� , IL 1 , FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) p S FOUNDATION (2ND) 0 ROUGH FRAMING& PLUMBING w 'b •lo.a3 Ce��i c r�, ins}�'1.�-- ,� s �. s-v r INSULATION PER N. Y. STATE ENERGY CODE Z � o SIB • ' Yv1 SAC 11° l o t' c FINAL t� ✓tZ y'y - ADDITIONAL COMMENTS O C-24- _ o z i�l 73 MX� Sobes. Cep 7 m 11 y Ito ftc Id b H J ' TOWN OF SOUTHOLD—BUILDING DEPART1%IENT Town Hall Annex 54375 Main Road P. 0. :3ox 1179 Southold,IVY 11971-0959 f olg Telephone (631) 765-1802 Fax (631) 765-9502 hM2s://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: Applications and forms must be filled out in :heir entirety. Incomplete. i�Sv applications"will not be accepted. Where the Applicant is not the ovener,an �Ow�OF Soo Owner's Authorization form(Page 2),shall k e completed. Date: OWNER(S)OF PROPERTY: Name: P ,SGZ �A I'a t✓1 SC7M#100 Project Address: D DL�L> t Phone#:, Email: 5l 5(a7- 1I7� U�L polo for [Zr1 + Mailing Address: `�� -egel Garap .3 Q CONTACT PERSON: Name: I/flAW H N Ada A- I A _._ Mailing Add ess: D Phone 4: „I _ tj�3 0 dab EmailkA4,AvvA.Agthcr e atim CB -r� c.. DESIGN PROFESSIONAL INFORMATION: - Name: 40 10V FA. HA+V A. I. A Mailing Add ess: Q'. d Z b 4•• Aot 5e4twuE 0 . _ . 1/1-31 Phone#: 6-yi — 59 ry Email1 h..v �, �t L.,e0 kJ CONTRACTOR INFORMATION: Name: ®WN Mailing Address: Phone#: Email: DESCRIPTION OF DROP ,SED-CONSTRUCTION []New Structure YAddition []Alteration ❑Repair ❑Demolition Estimated Cost of Project: []Other Will the lot be re-graded? E1Yes,n1qo Will excess fill be removed from premises? ❑Yes 0lloo" PROPERTY INFORMATION Existing use of property: Inttanded 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/design professional I,responsible for all drainage vmd storm water Issues as provided by Chapter 236 of the Towr Code, APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone ordinance of the Town of Southold,•Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicar t agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and it building(s)for necessary Irisp actions.False statements made herein are punishable as a Class A r-fisdemeanor pursuant to SectGon 210,45 of the New.York State Penal Law. G ji 7 Application Submitted By(print name): Pt H. HA400 A.I.A. 2rAeuthorized Agent El Owner Signature of Applicant: Date: Cor2-.5122 STATE OF NEW YORK) SS: COUNTY OF S� I L ) iafp r4• HA-TV being duh,t sworn, deposes and :gays that(s)he is the applicant (Name f individ al signing contract)above named, (S)he is the C `T (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his,ther knowledge and belief; and that the work will be performed in the manner set forth in the application file the rjeo-,��Y, ` BARBARA H.TANDY Sworn before me th is Notary Public,State Of New York _ No. 01TA6086001 �'A dayof - �, 20 a Z)- Qualified In Suffolk County Commission Expires 01h3/20 d� Notary Public PROPERTY OWNER AUTHORIZATION (\A"here the applicant hs not the owner) I, �,WL �4 L,41l rl Igr\1 residing at 76 �rtt!A25s A� ,50v-6+6 L7j> do hereby authorize Ittk4� • HALO/ to apply on my behalf to the Town of Southold Building Department for approval as described her?in. _ coil C/ 22 Ow 's Signature bate w � Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 9, 2022 TO: Richard Mato (Holobigian) PO Box 2284 Garden City,NY 11530 Please take notice that your application dated June 24, 2022: For permit to: construct additions and alterations to existing single-family dwelling at: Location of property: 70 Owaissa Ave, Southold,NY County Tax Map No. 1000—Section 87 Block 3 Lot 25 Is returned herewith and disapproved on the following grounds: The proposed addition, on this nonconforming 8,529.16 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124,'which states lots measuring less than 20,000 square feet in total size require a minimum rear yard setback.of 35 feet. The proposed construction will have a rear,yard setback of 19.4 feet. Authorized Signature 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. of � 7 BOARD MEMBERS Southold Town Hall �f Leslie Kanes Weisman, Chairperson �,®� �� 53095 Main Road•P.O. Box 1179 � �4'® Southold,NY 11971-0959 Patricia Acampora Eric Dantes � Office Location: Robert Lehnert, Jr. Town Annex/First Floor Nicholas Planamento � �� 54375 Main Road(at Youngs Avenue) n' Southold,NY 11971 RECEIVED http://southoldtowrnzy.gov ZONING BOARD OF APPEALS N I� II V I� TOWN OF SOUTHOLD [ FED 2023 l Tel. (631) 765-1809 Fla 4 �(1�3 Southold Town + 'u, 13U1L01NV 0&1• FINDINGS, DELIBERATIONS AND DETERMINATION -40WN0FSOl9V0L MEETING OF FEBRUARY 16, 2023 ZBA FILE: #7728 NAME OF APPLICANT: Paul and Lisa Holobigian PROPERTY LOCATION: 70 Owaissa Avenue, Southold,NY SCTM# 1000-87-3-25 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 thru A 14-25, and the Suffolk County Department of Planning issued its reply dated September 23,2022 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 non-conforming 8,529.16 square foot parcel located in the Residential R-40 Zoning District. The northerly property line measures 130.00 feet and is adjacent to Owaissa Avenue, the easterly property line measures 99.45 feet, the southerly property line measures 118.50 feet, and the westerly property line measures 42.00 feet and is adjacent to Osseo Avenue. This parcel is an oddly shaped parallelogram corner lot, with a very large architectural side yard which serves a secondary front yard. The property is improved with a one-story frame dwelling with an attached wood deck located in the rear yard which leads to a stone patio. There is also an outdoor shower attached to the dwelling located in the rear yard near the deck. There is a frame'12.2 ft.x 8.3 ft. shed located in the southeast corner of the rear yard as shown on the survey map prepared by Kenneth M. Woychuk,LS, and dated May 5, 2022, BASIS OF APPLICATION: Request for Variance from Article XXIII, Sections 280-124; and the Building Inspector's August 9, 2022, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single-family dwelling;at; 1) located less than the code required minimum rear yard setback of 35 feet; located at: 70 Owaissa Avenue, Southold,NY. SCTM#1000-87-3-25. RELIEF REQUESTED: The applicant requests a variance to constrict additions and alterations to an existing single- family dwelling at: 70 Owaissa Avenue, Southold,NY. SCTM#1000-87-3-25. The proposed addition, on this non- conforming 8,529.16 square foot lot in the Residential R-40 Zoning District, is not permitted pursuant to Article XXIII, Section 280-124,which states lots measuring less than 20,000 square feet in total size require a minimum rear yard setback of 35 feet. The proposed construction will have a rear yard setback of 19.4 feet. Page 2, February 16,2023 #7728, Holobigian SCTM No. 1000-87-3-25 ADDITIONAL INFORMATION: A letter of support was received from the neighbor directly abutting the rear yard of the Holobogian property. This property is a corner lot (two front yards) and the shape of the property is almost pie shaped as shown on the survey map. The applicant plans to move the existing frame shed in the southeast corner 3 feet to make it more conforming. Due to the odd shape of the lot the addition requested for a master bedroom and bath is the only location available. The building plans prepared by Richard M. Mato, and dated April 9, 2022 (pagesA-1 & A-4) dated April 8, 2022 (pages A-2 & A-3), shows the 12.6 ft. x 21.6 ft. proposed one-story master bedroom and master bathroom addition. The current dwelling measures 25.0 feet to the rear yard setback and the proposed addition will make the rear yard setback 19.4 feet on this non-conforming lot. A new sanitary system, for which the owner has received a Grant Certificate and Grant Agreement from Suffolk County Department of Health Services, is proposed. A drywell is also proposed at a southeast location on the property. The existing one-story residence obtained a prior variance, ZBA#21 in 1957 for setback relief for the dwelling. At the Public Hearing the owner's representative submitted a list of variances granted in the area.The neighborhood varies with homes that are cited on all different angles, some small one story, others are two story that have been renovated over time.The rear property line indicates a line of evergreens along that small technical back yard that in some way mitigates some of the potential impacts of views. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 2, 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 variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The dwelling was constructed prior to 1957 when Town codes where changed. The Laughing Waters subdivision is a pre-existing non-conforming development where all the lots and the existing homes pre-date zoning regulations. The original dwelling is on a corner lot,and the setbacks are pre- existing non-conforming. This is a two-bedroom house, and the applicants are proposing to add a one-story master bedroom and bath. The existing dwelling measures 1,049 square feet. Many of the residences in this community have been expanded and updated and vary in size. The proposed addition to this house will still keep this residence as one of the smaller homes in the community. 2. Town Law U67-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 house has a non-conforming rear yard setback and the property line is on an angle. Any addition to the house will reduce the non-conforming setbacks. The addition will maintain the conforming setback on Osseo Avenue of 52.4 feet when 35 feet is required. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 44.57% relief from the code. However,the shape and size of the lot leaves no other area to make the addition possible. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential ioium ui:t ;,,ill have an adverCe impart on the physical or environmental conditions in the neighborhood. The u ) r--- r applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-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. I { Page 3, February 16,2023 97728, Holobigian SCTM No. 1000-87-3-25 6. Town Law U67-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of additions and alterations 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 survey map prepared by Kenneth M. Woychuk,LS,and dated May 5,2022 and the architectural plans prepared by Richard M. Mato, Architect and dated April 8 & 9,2022. 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. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully 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 anew application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,siteplan 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. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 2807146(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), Acampora, Dantes, Lehnert, and Planamento(5-0). Leslie Kanes WeismarP, Chairperson Approved for filing //7/2023 BUILDING DEPARTMENT-Electrical.ln ec �t 6 L. 2.4 TOWN OF SOUTHOLD 2�23 Town Hall Annex- 54375 Main Road - POo17 d� ca Southold, New York 11971-0959 iz_ _ E,�.e DE , , . Telephone (631) 765-1802 - FAX (631) 766-9502 ro-gerr@southoldtownny.gov a seand(@-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: July 25, 2023 Company Name: Tucker Electric Inc Electrician's Name: Frank Raynor Jr License No.: ME-4926 Elec. email:frank.raynor@yahoo.com Elec. Phone No: 631-478-2801 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 1065, Cutchogue, NY 11935 JOB SITE INFORMATION (All Information Required) Name: Paul Holobigian Address: 70 Owaissa Ave Cross Street: OsseobAve Phone No.: 516-567-7444 Bldg.Permit#: email:,paulholo@optonline.net Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New addition Electrical wiring, radiant floor heat in bathroom out§ide lighting Square Footage: 1450 Circle All That Apply: Is job ready for inspection?: YES NO ✓❑Rough In 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# ❑NewServiceMFire Reconnect E]Flood ReconnectOService Reconnect QUnd erg round 00verhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: Please call if you need any assistance. PAYMENT DUE WITH APPLICATION I PERMIT#' � � Address: 1 Switches m tvc Outlets'44 G F I's Surface Sconces H H's Vff..' V `� UC Lts Fans Fridge HW Exhaust + Oven Dryer i �a47er l Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer c AC AH Mini Special:Comments 106r V, 'Y dIr k-4 i n� L 5 Nunemaker, Amanda From: Nunemaker,Amanda Sent: Thursday,August 4, 2022 8:33 AM To: 'Richard Mato' Subject: RE:70 Owaissa Ave Southold Thanks Rich, I will prepare that. As I'm researching the property,there is a shed that is not in a conforming location— please ask the owner if they'd like to include this as an additional variance or if they want to move the shed in the rear yard having 3'setbacks from lot lines. Thank you! Also,just as a reminder, Health Dept. approval is required for this addition,to the house. From: Richard Mato<rmatoarchitect@gmail.com> Sent:Wednesday,August 3, 2022 10:32 AM To: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us>; Paul Holobigian<paulholo@opton line.net> Subject: Re: 70 Owaissa Ave Southold Hi Amanda, I spoke with the owner and he would like to move forward with the variance process. Please prepare the notice of disapproval. Best, Rich Richard M. Mato, A.I.A. ARCHITECT P.O. Box 2284 Aquebogue,N.Y. 11931 rmatoarchitect@gmail.com cell(631-523-5879 On Tue,Jul 26, 2022 at 9:35 AM Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us>wrote: Hi Richard, I have reviewed the application submitted for the additions and alterations at the Holobigian residence. At this time, I am not able to issue a permit since the addition will require a variance for not meeting the 35'required rear yard setback(19.4' proposed). In addition, due to the age of the house (1959),the additional bedroom will require Suffolk County Health Dept.approval. Please let me know if you'd like for me to move forward by writing a.Notice of Disapproval. i Bunch, Connie From: Paul Holobigian <magnumleasing@verizon.net> Sent: Wednesday,April 26, 2023 3:16 PM To: Bunch, Connie; rmatoarchitect@gmail.com Subject: [SPAM] - Fwd: Project 70 OWAISSA AVE, SOUTHOLD SCDHS Ref#: R-23-0397 Approval to Construct Attachments: Holobigian SCDOHS Approval- Stamped, plans 4.26.23.pdf, DEQWWM999 _WWM Perm itConditions_20230426_141222.pdf Project 70 OWAISSA AVE, SOUTHOLD SCDHS Ref#: R-23-0397 Approval to Construct Hi Connie, Please find attached the approval letter and stamped septic system plans from SCDOHS. My architect, Richard Mato dropped of the 4th set of plans yesterday per our conversation. Kindly let me know if there is anything else you need. Thank you. Sincerely, Paul Holobigian 70 Owaissa Ave Southold, NY 11971 516-567-7444 (Mailing address is- 116 Kildare Road, Garden City, NY 11530) -----Original Message----- From: Paul Holobigian <paulholo@opton line.net> To: Paul Holobigian <magnumleasing@verizon.net> Sent: Wed, Apr 26, 2023 2:47 pm Subject: Fwd: Project 70 OWAISSA AVE; SOUTHOLD SCDHS Ref#: R-23-0397 Approval to Construct Sent from my iPhone. Begin forwarded message: From: noreplyehims@suffolkcountyny.gov Date: April 26, 2023 at 2:12:28 PM EDT To: paulholo@optonline.net Subject: Project 70 OWAISSA AVE, SOUTHOLD SCDHS Ref#: R-23-0397 Approval to Construct ti The Department has reviewed your submission, Ref #: R-23-0397, and has issued an approval to construct. Please see the attached Permit Conditions. You may access your application online to retrieve your Permit to Construct. Please follow this link: https://aca-prod.accela.cbm/suffo[kco. You will have to create an account prior to logging on. 1 To view your permit Permit to Construct, after logging on: (1) Go to 'Environmental Quality' (2) Then click "Search Applications' (3) Click the blue reference number for your application*, and then click 'Record info' and select 'Attachments'. You may have multiple pages of attachments. *If the blue reference number does not appear on your list of applications, then you have to complete a PIN request form: https://aca.suffolkcountyny.gov/ACA docs/PIN%20Request%20Form. gdf. Thank you. Office of Wastewater Management CONFIDENTIALITY NOTICE: This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by the attorney-client privilege. If you are not the intended recipient, you are hereby notified that any disclosure, copying, distribution, or the taking of any action in reliance on the contents of this information is strictly prohibited. If you have received this transmission in error, please notify the sender immediately by e-mail and delete the original message. ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. z it Richard M . Mato Architect a ? 15IL� e11I V/ �� APR Z 5 2923 TOWN OF SOUTHOLD Sl UIWI IGOEPT Building Department TOMNOFS003HOLD 54375 Main Road Southold, New York 11971 April 24, 2023 RF: 70 Owaissa Avenue Southold,N.Y. 11971 TM# 1000-87-03-25 To whom it may concern, Enclosed please find the ZAA Decision,Approved SCDH Plan and another copy of plans and elevations for the above mentioned property. Should you have any questions regarding the enclosed, please feel free to contact me. Sincerely, m Richard M. Mato,A.I.A P.P. Box 2284 Aquebogue, NY 11931 Tel: (631)523-5879 E-Mail: rmatoarchitect@gmail.com Mejia, Evelin From: \ Mejia, Evelin Sent: Wednesday, November 15, 2023 3:52 PM To: rmatoarchitect@gMaii.com' Subject: BP#49302 Open Items Good afternoon, The Board of Health's Final Survey is needed in order to issue a C/O for the Property located at: 70 Owaissa Ave,Southold NY Please mail or bring it at your earliest convenience. Kind Regards, Evelin Mejia Town Of Southold Building Department Annex Building P.O. Box 1179 54375 Main Road Southold, NY 11971 (631)765-1802 11 , fas q-7 z z: 1 N N,C— HAHA BOULEVA20 m i 8ti.o MAP OF LAID ' <Y I story S ELtz: E--l.4 GEa. L. KQAPF Ar : SuFFOLK COUNTY, N.Y. Q� rj 15-� N ate= • ! O rivcvoy � � � �' . 1 7- u 5cu1e • 30�=1�� o =ivc,rt pipe ` S p l ift�r- �s G�ta�rat+ eed to-VVie -"ii l e Gu,.AycA-bee Cc— - t. as su�rv�yeol 3anuctym, ZT,19G'T, � t , - -•• :..•�:�� Ya., -C�.c y 1 � Sur+ . , _ , ' .• - S:c-4c u p of" Lau 1+iHc-j WCAA-eN •Filed -o _ !-ice�ts�ca.- 1NAd St Ye vLiu s o:. r . Greef 'NEw ti,'oir14 � ',cc SuFfolk C �x+u� Clexk's o��c� CA, N' 91T. _. n P or._. i ._.�-- ---- -• _ ._ , -. - Qe � � J Y c. � A� o IJNM�` . ' . TE ,.,Cl Ile sU �a !!66 C 1�14 MAP OF "ND 1 7- _ 1 SURVEYED Fop- , 0 air .�� 4• 2�7 SOUTHOLD v fJ OA { O Garage i Z�•- !_ .. {r •':rvcwarj /� ..( � �� -r-ti •. =!{."x.,.. .....�.i�. i .s`�``� . 3s TH ;'iF �+ 't• Lul 'i; 3g Fi'sa F !'--�� •yY _a 1;_� << , F MUST h q i4•. ; Ey r e �c f • l�Irf�� : .� Grid � c_t• r �►e Ti-tt� Guu•cc�tA ee- Cc,. 'C{r5'•'ai� c..<k 3Qtn ucxvu; eT, t 9ro'T. Tu y 1 Sul ti 'i�f 1 ci u yk i rt c►j WcA A-e cA CA ti ors 'tt Suerfvtk. Ccuxty'C%evk's O Ficc us S.C.T.M. NO. DISTRICT: 1000 SECTION: 87 BLOCK: 3 LOT(S):25 / LAND N/F OF MARK AMMIRATI U.P. �S8' GARAGE CL 12.7 MON �j0 SHED O GRAVEL G/pS DRIVEWAY 6'• 0 ry ,Cj.l EL 14. Vv FyO� o9'L �Q• •..... COrVC, 3. ....................o. OC LAND N/F OF CV O=w� ::::::::::::::::::::::::::::::::::.....::::^ o[Y. � BRIAN TULLY : Y ONF �QQ .. ..... ..2 ��C k ;.:1 STY FRAME.:•:•:•:•3 STONE �%•'•'•'•'�•DWELLING'-%%.......... "�...... PATIO X BAY .::::::::::::::::::::::::::' EL 15.0 v1 M Sy0 `L•••. 0.5'N 22 p. ;:,:;: Ary IyFR N - �O:.:.. EL 15.4 �•'' s'.•.......... 0.7'S 26?• ,^�`,j;;s;,;' .OL.P. GAS REMOV EXI STO 15.8 1� Q�� O PATIO / 27fs:� OQ p DRY �, �O � WE ry PROPOSE B ti '��/ LAND N/F OF ° ``� 1 STY ADDITION THOMAS MCCARRICK CL 15.5 ry W/CRAWLSPACE EL 16.0 FNc� EL 15.7 EBAR \`�.� LOT COVERAGE P DRIVEWAY 5��0 DWELLING WIR€AR DECK' 1 136 S.F. or 13.3% CL 15.5 Sp� PROPOSED ADDITION: 269 S.F. TOTAL PROPOSED COVERAGE: 1405 S.F. or 16.57 v r EL 16.0 l� DRAINAGE CALCULATIONS: A) PROPOSED ADDITION:=269 SQ.FT. CL 15.3 \ 269 x 0.166=44.65< 45cf REQUIRED (1) 6'DIA x 2' DEEP DRYWELL=45cf PROVIDED TYPICAL SILT SCREEN SECTION GEOTEXTILE FABRIC SUPPORT POSTS WOOD OR METAL FLOW DIRECTION EXCAVATED AND BACKflLLED TRENCH EXISTING GROUND MORTME LTTT�TTT .• 3'MINIMUM .THE WATER SUPPLY, _WELLS, -DR-YWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA71ONS AND OR DATA OBTAINED FROM OTHERS. AREA:8 ELEVATION DATUM. NAVD88,529.16 SQ.FT. or 0.20 ACRES ------- -- UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU71ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE•THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF.-DESCRIBED PROPERTY CERTIFIED TO: PAUL HOLOBIGIAN; MAP OF: LISA HOLOBIGIAN; FILED: SITUATED AT-SOUTHOLD TOWN ORSOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE PHONE (631)298-1588 FAX (631) 298-1588 #222-61 SCALE:1 =2O DATE: MAY 5, 2022 N.Y.S. LISC. NO. 050882 maintaining the records of Robert 1. Hennessy & Henneth M. Voychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 87 BLOCK: 3 LOT(S):25 / LAND N/F OF / MARK AMMIRATI U.P. �191 GARAGE CL 12.7 4,N MIDN DI SAPPROA 0 FPIL Ul sz, 000 SHED GRAVEL P� / Q DRIVEWAY s. m<v \ ° C' C`V EL 14. O......?Q 3•...• sr. OQ3 30:::::....:...:.:.:.:.:.:.:... OOP, °�',rr LAND N/F OF =�O ............:::::::... �O �9�F BRIAN TULLY I •STY FRA ME•:::?3 STONE 9 '�...... PATIO FFL 18.0;•. .. 0. .5'SAS, ::::::::::::::::::::::: ;:::::::::::: :::::::::::BAY EL 15.0 0.5'N ^� 5 • EL 15.4 ,�... V / 5 6' 0.7'S ;;:;;•'•••'•OL.P. GAS � REMOVE EXIST. STONE / h EL 15.8 PATIO DRY 00 �` PROPOSED '� LAND N/F OF\ ®" 1 STY ADDITIO A' THOMAS MCCARRICK CL 15.5 n, WICRAWLSPAC EL 16.0 cF EL 15.7 �s EBAR LOT COVERAGE .P GRAVEL p�1� DWELLING W/R€AR DECK: 1136 S.F. or 13.3% DRIVEWACL 15.5 of PROPOSED ADDITION: 269 S.F. 0 A? S TOTAL PROPOSED COVERAGE: 1405 S.F. or 16.5% 00P r' EL 16.0 !� DRAINAGE CALCULATIONS: Y A) PROPOSED ADDITION:=269 SQ.FT. CL 15.3 �/ \ 269 x 0.166=44.65< 45cf REQUIRED (1) 6'DIA x 2' DEEP DRYWELL=45cf PROVIDED TYPICAL SILT SCREEN SECTION GEOTEXTILE FABRIC SUPPORT POSTS WOOD OR METAL FLOW DIRECTION EXCAVATED AND BACKFILLED TRENCH EXISTING GROUND Illy 111�1111 1774 iII � I _III-1T I I a• 3'MINIMUM THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM 07HERS. AREA:8,529.16 SQ.FT. or 0.20 ACRES ELEVA77ON DATUM: NAVD88_____________ UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLAT70N OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE TIME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: PAUL HOLOBIGIAN; MAP OF: LISA HOLOBIGIAN; FILED: SITUATED AT:SOUTHOLD TOWN OF:SOUTHOLD 'KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (631) 298-1588 FILE #22ft6l SCALE:1 "=20' DAIS: MAY 5, 2022 N.Y.S. LIAMILNO. 050882 maintaining the records of Robert J. Hennessy & ItannetimmU. Waychnk S.C.T.M. N0. DISTRICT: 1000 SECTION: 87 BLOCK: 3 LOT(S):25 6k�0-4 LAND N/F OF o paeo9 MARK AMMIRATI i l�r�ddd 3 GARAGE tiZOZ� t a�S �.: L CL 12.7 4 N MON cyo 00 J' 0 SHED 0� GRAVEL �Gp� 0* DRIVEWAY 6, 0 N �-) EL 14. o Vv �� •.:•:•:,..• CONS Fyc� 92 30�:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:'�°oo o�i� LAND N/F OF ST o=gip :;::;:::;... BRIAN TULLY OAF IYq �Q� A).-.1 STY FRAME.'.'.'.'-'- STONE R%•••••••'••DWELLING:.:.:.:.:.:::::: .......•. FFL PATIO TC 0.5'S BAY EL 15.0 :. 22 SypNc `�,`I'.; •:.. 0.5'N ,.: G' ... ti M � : .. EL 15.4 •::::::::::::::::::::::::::::.: �• � � G 0.7'S •••••OL.P. GAS ` <v REMOVE EXIST. s%' �� \ O STONE EL 15.8 1�' QQ PATIO 57; ^ry' ? '1 WEDRY > �o �`o PROPOSED ,QA, LAND N/F OF n� `° 1 STY ADDITION THOMAS MCCARRICK CL 15.5 n, W/CRAWLSPACE `sQT EL 16.0 EL 15.7 EBAR \�� LOT COVERAGE P GRAVEL DRIVEWAY p�ti DWELLING W/REAR DECK: 1136 S.F. or 13.37 CL 15.5 Dc PROPOSED ADDITION: 269 S.F. TOTAL PROPOSED COVERAGE: 1405 S.F. or 16.5% EL 16.0 DRAINAGE CALCULATIONS: A PROPOSED ADDITION:=269 SQ.FT. CL 15.3 L/ \ 269 x 0.166=44.65< 45cf REQUIRED (1) 6'DIA x 2' DEEP DRYWELL=45cf PROVIDED TYPICAL SILT SCREEN SECTION CEOTEKTILE FABRIC - SUPPORT POSTS WOOD OR METAL FLOW DIRECTION EXCAVATED AND BACKFlLLED TRENCH EXISTING GROUND E ag Dept copy from LBAi —I SMINIIA M I^inai revie>�d docnts 3a Fii *�1 c,7 L Cate:p�/ /o2a THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:8,529.16 SQ.FT. or 0.20 ACRES ELEVAT70N DATUM: NAVD88------------------ UNAUT7•IORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF, TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 77-IE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 774EREFORE 7HEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUCTURES RECORDED OR-)UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: PAIL HOLOBlG!AN; MAP OF: LISA HOLOBIGIAN; FILED: SITUATED AT:SOUTHOLD TOWN ORSOUTHOLD KENNETH M WOYCHUK LAND SURVEYING; PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquepogue, New York lia:sl PHONE (631)298-1588 FAX (631) 298-1588 FILE #222=6 SCALE:1"=20' DATE: MAY 5, 2022 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy as Kenneth M. Woychuk S.C.T:M. NO. DISTRICT: 100.0 SECTION: 87 BLOCK: 3 LOT(S):25 SHEET 1 OF 2 U.P. 's GARAGE LAND N/F OF MARK AMMIRATI SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. CL 12.Z SEE SHEET 2 FOR SANITARY DETAILS PERMIT FOR APPROVAL OF CONSTRUCTION FOR A MIN 4' AS PREPARED BY: " Sa' " SINGLE FAMILY RESIDENCE ONLY O RICHARD M. MATO A.I.A. PO BOX 2284 ;�^1� �F� DWELLINGS �o EF: NO. R-23-0397 .J�OO W/PUBLIC WATER AQUEBOGUE NY 11931 0 . °�F 150.' PHONE: (631)523— UNOFFICIAL COPY SHED 5879 � �_ � .�{� for price.quote.purposes only GRAVEL EMAIL: RMATOARCHITECT®GMAIL.COM 4. BEDROOMS " Q. DRIVEWAY s. Reclaim Our Water OM DATE.OF APPROVAL �tQ� ry EL 14. Off, v a � p 0, " Ewmw¢ws Ccw.0 ic.•iow Rc�wwc.. '^ (�L\\) n A- Saenr P.E.Oa R.A.Ceq.nc.r o,. �' �\',�•J .� �/ V CON a".c O J 22' �Q ;:.:'•:2 C ELEV.. 1'6.0 VAOWTS �. ow,. OL �� ti 3=0. :"::-::;: :: :; o p LAND N/F. OF ANDY :LOAM , :::. .....::...:::: ^ o �p ' - --�— BRIAN 'TULLY 0,5 t►bmdoomcntdeusungsanuaggstrmmust-be in `......:•:•`.....:•;:.:c oeufartoa Va io rewhWertt s a*t PROPOSED !VF h Q F SM. LOAMY 'SAND. ComPIewformWWAT-_';s�T'.' . . " . . 3 1.3' 1 STYADDITIDN ry'.'I STY FRAME.......' �F99 Kq�k �Q , MIXED. W/ CE `� 70 STONE AT 0 0 5' S' CRAWLSPA SP . BROWN EL:"15.4_ :.:.....FFL. .18.0 . EL 15:0. SAND 3.0' S' BAY •'.. / Sy 0.5.N MED: N ' 70• 0 .:. SANDKIAnn GRAVEL 1'S":0' ELECTRICANDAIR 5.......... ( 0.7 S WATER ELEV. 1.0 SUPPLYROSETOOver" :. , ;:: ;` 'WATER". 'IN'' HIGHEST EXPECT. ELEV 2".9 TYPICAL SILT- 2E OLP, GAS, SW MED.SAND . TYPICAL SILT- - 2-SCH 40 D.P. 2' %' =S _ -EXIST'-SSEPTIC PVC VENT PIPE • S' / "�=1;; '�vj E�15.8 . TO BE-ABANDONED GEOTEXTRE-FABRIC , / ::..-. /\' " ''27/S;sj,R% :AND BACKFILLED"WITH - GRAVEL 18:0' si,r�oRr ELECTRIC SERVICE Q \ WOOD OR PETAL TO CONTROL PANEL. R '=�_•P° � % �� ' CLEAN COARSE SAND " SEPT. 30i 2022 FLOW DIRECTION O - (2)80x6DEEP L.P. REMOVE IXIST. ' K. WOYCHUK LS. EXCAVATED AND 00 - pc STONE �" �� LAND .NIF.'OF BACKFILLED TRENCH - - �/ .A- _ o DIY' 70. PATIO' :/,`<v. THOMAS_•MCCARRICK .EXISTING GROUND CL 15:5 '• N - . EL 16.0 EL -15.7 04�`AGO THE WA7ER SUPPLY,. .WELLS,_.DRYWELLS AND-CESSPOOL EBAR' 1Q LOT COVERAGE LOCA77ONS.'SHOWN ARE FROM FIELD OBSERVA71ONS I �. S p AND OR DATA OBTAINED FROM OTHERS O GRAVEL / ,1� DWELLING W/REAR .DECK: 113.6 S.F. .or 13:3 DRIVEWAY Ck NAVD88 . �'• O PROPOSED. ADDITION:. 269 S.F. A_ REA:.8;529.16' SQ.FT. or 0.20 ACRES ELEVATION"DATUM. CL 15.5 � UNAUZHORIZEO ALIF.RA770N;OR ADDITION,TO THIS SURI•EY IS A_N0LA77ON OF SECRON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURREY \' AlAP OT SEARING 7HE'LAND SURVEYOR:S_EMBOSSED-SEAL SHAM NOT Bf CONSIDERED R7'BE.A VAUD:'TftIJE COPY_'. INDICATED HEREON SHALL RUN _ F St" TOTAL- PROPOSED, COVERAGE:" �:. 05 .S.F: . or 16.590" N-- \ ONLY TO THE PERSON FOR WHOM.THE SURVEY IS PREPARED AND AV HIS.BEHALF TO THE DTLE.COMPANY, GOVERNMENTAL AGENCY.AND LEND/NG7NS7TTU770N ;- _ — LISTED HEREON, AND TO THE ASSIGNEES OF*THE LENDING 1NS7ITUA0N, GUARANTEES ARE NOT TRANSFERABLETHE OFFSETS OR DIMENSIONS.SHOW HEREON NOT INTENDED M MONUMENT THE R N PROPERTY ES OR TO�D THE NLREC7701V OF FENCES TO THEEADD177ON L STRUCTURES ARE FOR A SPEaRCPO4POSE AND 07HER'IMPROVEMENT& EASEMENTS � r AND USE THEREFORE THEY ARE �• A9 / EL 16.0. f AND/OR-SUBSURFACE STRUCTURES RECORDED'OR UNRECORDED.ARE""NOT GUARANTEED UNLESS PHYS/CALLY EVIDENT ON THE PREMISES AT"7HE 77ME OF SURVEY fF' DRAINAGE CALCULATIONS:; SURVEY OR DESCRIBED PROPERTY "pF" Nett+ } CERTIFIED TO:. PAUL "HOLOBIGIAN; - �q�N1, MAP OF: tiro 1N m- ao� op LISA HOLOBIGIAN' F� �.:. A) .PROPOSED .ADDITION:=269 .SQ.FT. CL 15.3 41" 269 x 0.1.66=44.65<' 45cf REQUIRED FILED: m2 =x DWELLINGS ('1) 6'DIA x 2' DEEP 'DRYWELL=45cf PROVIDED -SITUATED AT. SOUTHOLD ' W/PUBLIC 'HATER: Toxri.OR S- GTH-Ol " _.� -- — -- SUFFOLK COUNTY, NEW PORK ys osaae2 KENNI r" M FOYCHM LAND SURVEYING, PLLC FQ_ 5� Professional Land•'Surveying and.Deal N gn Of P.O. Box IN Aquebogue, New York 11931 _ FILE t 222-61 sc km!"=20' IJATE. MAY 5 .2022 'NO. pLtoxa.(eat)2se-tsae Pex (astj ztiL+-iase N.Y.S. LISC 2 S.C.T.M.4 DIST. 1.000 SEC: 87 BLK: 3 LOT. 25 SHEET?- oft DWELLING EFFLUENT FILTER TW-4 oamM WMi 4 BEDROOMS-NO GARBAGE(MINDER FFl- 18.0_ 4" SDR-35. REQwO O81S SYSTEM FOR+'BEDROOMS 14O GPD ITCH 1/8"/FT PROPOSED SEPTIC SYSrEM'FOR.4.BEDROOMS (1).HYDROJCnON-AN40o 440 GPI(Ors). GRADE 16.0 . GRADE 16A 2-8'x6'deep leaching pools C/0 TO-GRADE (1)E)NW1DN.LEiI.Q NG POOL.9'exl2'DEEP r- 7,INV13.7 . D18T INV'13.5 4. NV BOX sANnArrr NOTES- INV1 0 ,� I 13.8 NV13-6 INV13:4 4. SDR.'35 8 0x6.DEEP 1.THE OWTS.INSTNI.ER SHALL HOLD AN ENDORSEMENT FROM THE SUFFOUCCOU10 EPAttiMENi OF HEALTH. PITCH 1/4"/FT 4"SDR 35 LEACHING 2.AN DR110.OPEI ATaN.AND AWHTENANCC CONTRACr BEtWEEN:THE NNNTEITENIWX PROVIOM-AND THE PITCH 1/8"/FT POOL . 9*1 BE PROYM TO.THE SCOHS AN-400 &PROVIDE A 2'VENT PIPE FROM THE OWfs TO THE DIYE12w AND CONNECT m THE swAR1'YENDNG MWIN,THE HOUSE ME.VEPR PIPE SHALL.BE PRCHEO.TOWARD THE OHTS SO'ANV LIQUID WILL OWWJ TOWARD-TIE OWLS. EL7:7 4.M7 EFFlUD9 FILM SMLL BE RVS MM UNDER THE ACCESS COVER OF THE MAIDO UNIT CN THE OUTLET'PIPE EL'7.4 HEST EXPECT.:GROUND WAl-ER EL 2.0:. SANITARY DESIGN BY: HIG RICHARD-M.'MATOA.I.A.. SANITARY INVERTS. POLYLOK24°SAFETY SCREEN P.O BOX'2284 PART NO:-3006-SS AQUEBOGUE;NY 1193E MAXIMUDIO SHAPEFOR, H MATERI&.'HDPE, PHONE:(631)523 INSTALL IN EACH ACCESS EMAIL: RM. GMAILCOM HYDROACTION AN-4001 COVER., HANDLE FOR EASY REMOVAL PORT WIDER HD COVER � 11�'dr CtI01f PLUG ' z o _ ,OF SAFETY SCREEN NTS (MREADEq SOU RE _ is, � CONCRETE BASE .. CLEANOUT BOX ' CLEAN AJT�j ate• -n - .. ADAFTER. 'ADAPTER W ao oEGRee FITTING 0I"cED TO FIT INSIDE W FIRST 24"RISER S �.41861 RICHARD 'If: " LIaC#04186.1 - FLOW WATERTIGHT FLEXIBLE TUF-I ITE:EFFLUENT' �. JOINT SEAL SEWER LINE -FILTER EF-4. OUTLET TO. CLEANOUT DETAIL HYDROACTION PUMP TANK UNOFFICIAL COPY 11$" NTs. for price quote purposes only TUF-TITE TEt-4 T-BAFFLE PVC SDR 35- Reclaim. •ur:Water _ TUF TITE.SD-4.— HYDROACTION . Dvvelurlo EiECTr�IcAL.PArIE� SOLIDS DEFLECTOR AN-550:SIDEWALL NO POLYLOCK COVERS , / MODEL900"D - EFFLUENT' FILTER / I.CCKIN0 CASTING 'bwlN NTS _ TO GME BREAKER l COVERZv TO GRAD w FUiISHm GRADE —MIN 4 � 4' MIN 4 WL EQUIV. — 1 x 1 SOR 35_PVC FyPE OR EO ��po �v -- 3 F— C111CUIT PfrCH(v 1�' PER FT. MIN. rT .. C BREAKER INLET _ .•:' 30AMP �.. 2'M W ABOVE. i,•+.;.: J Out • DEDICATED. - �LECTRx:AL SERVICE TO HYDROACTION CONTROL PANEL _ ®. 2ES ® � .� ® Im 76 13/16" 75 3%8" ® ® � �•�• ' ® '�� ® ® ® ram INLET CUTLET a'o . .CONTROL. 3 �N' ROUND'NATER / OAf'FLE REO'DNOCAP TYPE 8 PANEL IF INLET PITCH LI:VELIN4 DES'ICf3S .EX'C:EEDS.12'rtT .60 40 1;211 ---- LEAG.HING.POOL' .. DISTRIBUTION St") NTS 'NTS — S.C.T.M.NO. DISTRICT: IOOO SECTION:87 BLOCK;J LOT(S):25 / SHEET 1 OF 2 U.P. 'Se GARAGE LAND N/F OF MARK AMMIRATI SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CL 12.7 yN SEE SHEET 2 FOR SANITARY DETAILS PERMIT FOR APPROVAL OF CONSTRUCTION FOR A M0+ S:6•E ' AS PREPARED BY: SINGLE FA1.11LY RESIDENCE ONLY psi �� J. RICHARD M. MATO A.I.A. Tr PO BOX 2284 \`O oFo �jR DWELLINGS AOUEBOGUE NY 11931 DATE 4126123 H.S,REF.No, R-23-0397 "� �¢ ' W/PUBLIC WATER PHONE: (631)523-5879 APPROVED i9;r,:. ` mo2 SH 150r ED RAVEL EMAIL: RMATOARCHITECTOGMAIL.COM FOR MAXIMUM OF ~4 " BEDROOMS ��e DRIVEWAY s- / EXPIRES THREE YEARS FROM DATE OF APPROVAL ?V y1Q ry rim EL 14. von, ELEV. 16.0 ,'I� .,. ...c...... �\ ?�O• O• O,q.. ,� r. o LAND N/F OF OL SANDY LOAM 0.5' A�aammam.ii.uvo'��iwa S O 'moo.i:::. :. .^y �• F� BRWJ TULLY SM I uur��a�A�a,.er+sly PROPOSED TONE IY °i ::::''::':•::::.::•:: LOAMY SAND lu®esx�+A r I[k F 9 1.3� 1 STYAODITION ti•'��ONELLINC E�:-:;: STONE 9 1 MIXED IVICRAWLSPACE �; B70 PATIO SP BROWN S.EL 15.4 ear ?. :EFL lfi.D(;:•; EL 15.0 SAND 3.0 0.5'N MED. 7 T— :: 'OMry p :i..iiC:.`:'. SW SAND y 90 c::..;:r::iii is ELECTF6CAr1DA7t GRAVEL 15,0'WATER ELEV 1,0 SU wLnsDSE roman s ="'l OLP. GAS WATER w HIGHEST EXPECT. ELEV 2.0 °�T rscN:� P ?' EXIST.SEPTY SW MEO.SAND rnErg SECran -: •, \ PVCVENTP.PE b S' 1 ""J:-:::;:� EE\L I T08EABANDONED & ":::::::�7/'%c/N (y0 AND BACKRUED WITH aaaxru ruuec�\ ELECTRtc S_(N# < 5:[;:" e� GRAVEL 1B.O- - �fO°oo oA un TO CONTRA PA'tEL QP V LP;:_ / .r O. �. \\�J CLEAN COARSE SAND i SEPT. 30, 2022 AO °AfL° j] I p (219'Gz6VEEP :,t'p.: REM FXGf. �'b• CRr �� I K. WOYCHUK LS au++m.w+ OO ,�� V STONE /'J �?�, LAND N/F OF r0'NiNADO THOMAS MCCARRICK nmm aa.A.o CL 15.5 S iA- C I EL 16.0 �rFe/�EL 15.7 O THE WATER SUPPLY, lrscs OR1TSEus AND CY'SSPOOI. I " ` �'�. .�, EBAR / `�; ��eJ �5 LOT COVERAGE LOOARONS SHOKN ARE FROM fIf1D 08SERVADONS •`J5T .P ANO OR DATA 09TAINO FROU OTHERS O-(�, .`_ �RN�EWAY \� DWELLING W/REAR DECK: 1 136 S.F. or 13.3% j aEYA DOW DANK NAVD88 cL 15.5•�{ ,� PROPOSED ADDITION: 269 S.F. AREA:8,529.16 SO.FT. or 0.20 ACRES `.` } C, a VnM=A IMAMV VR AM"ro VAS VO Wr Is A DaACar Cr Sean+m9 Cr mE REw xm SIAX IMCAmH MIr cans or nos s�+.n �� 1 T07AL PROPOSED COVERAGE: 1405 S.F. or 16.5% 1 mw Ror wuAYa rRE uAv STA7NILRY[VB0m sue 92 wF W CaR"MO TO BE A VAOV MW CWY. aLWAMraa euaurED RErIFOV SR"4U rafR (J `•.� ,R I aar TO mr AERSdJ rLN Ilrmv na suRwy rs PRIPARED AND ON MS SWAIF to rra 17 C C&PANY•covaa+WHIIAL AaNLY Allen LDWO P6177 n ON us1w Noww.ARV TO THE A599EE'•Cr Ire IOARa wsnNr X CU RMMS ARE Agr mA115 DUIRLKRr Ae �/ EL I6.0 mE WSrM aw MMUM rS sROPN nDmW nmu W pRWarr LWa rV ME SMUCITNES ARE FW A sAEa7C AURra.TE Ahm USE»>E&,m My ARE I Ror envi=To umm V¢ aran uA0 ar ro aw RK EREcrinr cr RN s AWNrYAr.5rROCAIFfS VT Arm 01m a"010m''m EAgw&7s -�4 DRAINAGE CALCULATIONS: � AwIcR yAmwFACE smucmEs ft-c mw ar immo aa'a ARE rmr wARARRm G[E55 PwMrAUY EIY1EHr aI rK A apms Ai va nW or Amlir %Rwy a':DESCRIBED PROPERTY a of vrµ,y CERTIFIED TO: PAUL HOLOBIGIAN: /y4�, i U"M. tV a'.kor as LISA HOLOBIGIAN• R-`. A)PROPOSED 4ADDIT 4.65<N:=26?SOFT.- 1 ED rnm; t,,=4 c�c} CL 15.3 2fi9 DWELLINGS � \ (1) 6�DIA 26 DEEP DITMELL45d PROVIDED sTu&r D AL SOUT'HOLD ^` n c W/PIJBLIC WATER TmI oR SOUTHOLD -` 150, SUFFOLK Cd1N1Y,NEW YORK s� cdaM KENNHTB M 1TOYCRUK IANTI SIrRVEYTNC.PLLC I Ao asp P�rcteerl.aal Tend Sur"yLog and DeaTga I: P.O.Dos 153 Aquebegue,Nc�York 111*1 Faz d222-61 scAml"=20'OAm MAY 5, 2022 A!YS Len=RA MIN le31l.Ma-IOU VAX(01)2"-1ead � i S.C.T.M.9 DIST:1000 SEC:87 BLK:3 LOT:25 SHEET 2 of 2 DWFLLING EFFLUENT FILTER TVJ-4 t,niee rrt a Dom_ GwmAa aaam FFI.18.0 4"SDR 35 F17im ors sym FOR 4 eowu Iw co ITCH 1/8•/FT REx030D MMS Shall FOR a aDv m GRADE 16.0 GRADE 16.0 (O WWAIC01 MUM uo GPD(or) I {�2-8'x6'deep leaching pools C101 O GRADE b DIST INV'13.5 (1)DSNEb1 U10MC POLE E'M2VEP INV73.7 i INV13.8 INV13.6 BOX SVEW wn INV14.0 4"SDR 35 INV13. 8,Ox6'DEEP 1.of WM 661MM MU NUm AH DaRsnm:r FRO1 na MNOIX Mot tD+AW05 a OLK PITCH 1147FT 4•SDR 35 LEACHING 2.M Drum CF MOi MD WXYDI AFS CWW1 Eoa2Di M V AMEMI FRUSS W Tit PIT CH 118•/Ff POOL III awl al namm m nt Sao AN-400 I xPMMArwaPPEMW""mmiKD m16 memwtomS#mwrmnmoinemm TIEFln I Z Z W RMV MTnE M S)Rit rpm Val"room nt ac EL7.7 I I 4.m DRWrr rm sm if w11Dm'2E(P nt 0=Mm or of AWOa w CN nt d1w PK . EL 7.4 HIGHEST EXPECT GROUND WATER EL 2.0 I SANITARY DESIGN BY: RICHARD M.MATOA.I.A. SANITARY INVERTS PO BOX 2284 P s 2 SAFETY SCREEN PART AR"40.IiO.-iP74.SS ' DGWI)SWl ERA LS:TERIR:-HDPE AOUEBOGUE NY 11931 I.RmJJM lo4D RaiGni WSTALLr4EACNACCESS PHONE:(fi31)523- i _U PORTUIDER NO CO`!ER NYDROACTION AN-400 ,HANDLE FOP.EM'RE4QVJL EMAIL:RP GMAIL.COM ln'drr c1iud +'n "a OFSAFE1YSdEFN � Mrs IlN�JJCl1 Ste: F' 'i• cuaslnrtna C� �IiED TO FIIINSY`..E � p� � FIR5T20'RIScR i _ d' ti 04186N QA- RICHARD II. LISC#041861 I t WATERTIGHT FLEXIBLE ��•- _ ''°" TUF-TITE EFFLUENT JOINT SEAL x an iMe FILTER EF 4 OUTLET TO CLEANOUT DETAIL HYDROACTCTION PUMP TANK 118" Mrs T BAFFLETB PVC:SDR 35 I TUF-TITE SD4 HYDROACTION D•A•E-'.">;ElECIaIG:AWCL SOLIDS DEFLECTOR AH-SSDS)DEWALL ' EFFLUENT FILTER � + NTS c:.r:a;.urec 11�� ❑ �-Ensoc ow 5"R n P+ tin OR COW. PrtacT I/B-NPERI R,WL DEDICATED P_9 `-3 no no am I CS E9 -^u O®EsJ E 76 13/16" , � f 75 3/8" ® E9 C� ®�[S raer I"'-a�r:e: CC:JTROL ,Iay .vam1 ! 1 I 1 r-+•asl and _ _ , 11 8 111 -cxrcecs--m- - I— 401/2" I 60u LEACHING POOL DISTRIBUTION BOX uT= NTS S.C.T.M. N0. DISTRICT: 1000 SECTION: 87 BLOCK: 3 LOTS :25 / SHEET 1 OF 2 U.P. 's8' GARAGE LAND N/F OF MARK AMMIRATI CL 12.7 o SEE SHEET 2 FOR SANITARY DETAILS y` O N 0:6'N AS PREPARED BY: RICHARD M. MATO A.I.A. _ o O �p I r 6> Tt o PO BOX 2284 O• ; _ `� �� ,� �j�� DWELLINGS AQ'UEBOGUE NY 119311 1 6 f j j ovac � W/PVBUC WATER PHONE: i(631)523-5879 �1 L4�, �02 '��G SHED 150' EMAIL: RMAT0,4RCHITEC Lj T@GMAIL.COM JUN 2 3 2023 GRAVEL Q \ DRIVEWAY s. rrJ hlu p 'b / ELEV. 16.0 O QJ Y— �� \ �.................... OL '�/ 30;:::::::::::::::::::::: LAND N/F OF SANDY LOAM ' 1 ` �' �v ..................... BRIAN 1'ULLY SM 0.5 FOUNDATION LOCATIONSTa o=�' a LOAMY SAND Q NF �QQ :..................::.2 �o Ftio 1.3 W/CRAWL$PACE q�h R .. 3 F` �� %�::1 STY FRANIE•:•:•:•:•:•.• STONE= 9-9 MIXED JUNE 22, 2023 `)%•'• ' ' ........#70 PATIO SP BROWN �' 0.5' SAND 3.0' EL 15.4 'FFL .... .....••. EL 15.0 S' BAY .•:•:• :•:•:•::•:•:•.............. �ivl.::•�. MED. 70, 0. .::.... .........:...... o ..,p �, SAND ^� SW & ,�. 400 ...... �,.. GRAVEL ELECTRICANDAIR `� C ..'TSB'.:.:.:...:.:.:.....' 15.0 WATER ELEV I.O SUPPLYROSE TO OWT O o.Ts WATER IN HIGHEST' EXPECT. ELEV 2.0 TYPICAL SILT 2^scH ao D P 2s2. L.P. GAS \ SW MED.SAND SCREEN SECTION ..•.•...•.•.•.•.•.•.•''•' EXIST.SEPTIC & PVC VENT PIPE s, 2 . h EL\15.8 TO BEASA14DONED GRAVEL GEOTEXTILE FABRIQ , 1.g•...::. ,�N' O AND SACKF'1LLED WITH 18.0' SUPPORT POSTS ELECTRIC SERVIO•E Q �r, WOOD OR METAL TO CONTROL PANEL Q) •:L.P.:: - G� �• CLEAN COARSE SAND - - - SEPT. 30, 2022 - FLOW DIRECTION j<v DRY I �O (:.)80x6'DEEP WEL K. WOYCHUI< LS EXCAVATED ANDLP BACKRU.ED TRENCH `� J0 j,�� .z, LAND N/F OF EXISTING GROUND CL 15.5 �� ZlIAl A THOMAS MCCARRICK III :.'EXP. -I I I I l l�l l�j-L�,J_, �I `�' �—LI II I�'Z� I� �• � SiCT'`•F'v�, j � 9- I: J I I I_I Lr EL 1 6.0 FND. LOC. 06-22-23 , �. EL- 15.7 O� (�\GO •� THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 2-MINIMUM 1, EBAR IQ LOT COVERAGE LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS O �. S, P AND OR DATA OBTAINED FROM OTHERS �. ' GRAVEL j DDRIVEWAYc�O DWELLING W/REAR DECK: 1136 S.F, or 13.3% AREA:8,529.16 SQ.FT. or 0.20 ACRES £tEVAnON DATUM. C�IAVD88 _CL 15.5 j DC) PROPOSED ADDITION: 26f� S.F. UNAUTHORITED AL7£RA77ON OR ADDI7ION TO THIS SURVEY IS A WaL477ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED T BE A VALID TRUE COPY. (,GARANTEES'INDICATED HEREON SHALL RUIN C� � C� 'X S TOTAL PROPOSED COVERAGE: 1405 S.F. or 16.57. ONLY 70 THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE 7777-E CCVPANY, GOVERNMENTAL AGENCY AND LENDING 1NS77TU770N LISTED'HEREON, AND 70 THE ASSIGNEES OF THE LENDING INS717U770N, GUARANTEES ARE NOT TRANSFERABLE: THE OFFSETS OR DIMEN57ONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIRC PURPOSE AND USE THEREFORE THEY ARE C}�/ �, .O i' EL 16.0 NOT 1N7ENDED 70 MONUAIENT THE PROPERTY LINES OR 70 GUIDE THE ERECTION OF FENCES, ADDIMNAL STRUCTURES OR AND OTHER IMPROVEMENTS, EASEMENTS AND/OR SUBSURFACE S7RUCTURES RECORDED CR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY �'tl�.�T \\ DRAINAGE CA L C U LATI O NC, SURVEY OF.DESCRIBED PROPERTY CERTIFIED TO: PAUL HOLOBIGIA,- MAP OR LISA HOLOBIGIAN; CL LIT F� �., A) PROPOSED ADDITION:=269 SQ.FT. FILED: DWELLINGS 15.3 `� '�q�N. \ 269(1) WDA x 26DEEP DRYWELLR--4L5cf PROVIDED SITUATED AT: SOUTHOLD - W/PUBLIC WATER TOWN OR SOUTHOLD 150' SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK:'LAND SURVEYING, PLLC f Prpfessional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #2'22-61 SCALE:1"=20' DATE: MAY 5, 2022 N.Y.S. LISC. NO. 050882 PHONE (E731)296-1588 PAR(631) 298-1588 S.C.T.M. NO. DISTRICT: 1000 SECTION: 87 BLOCK: J LOT(S):25 U. GARAGE LAND N/F OF SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICEZZ, 7 MARK AMMIRATI APPROVAL OF CONSTRUCTED OR FOR CL 12.MO 0.4:N A SiNGLE FAMILY RESIDENC-E 0.6 E 0 1)� DWELLINGS Date— 12/6/23 H.S. Rey', No, R-23-0397 --------------------------- WIPUBLIC WATER The sewage disposal are wafer supply facilities at this focationlihave been, GRAVEL SHED 150' I in d d/speed and/Or certified by"his Deoadment or other age,ndles and found C-) A� leg 0000 DRIVEWAY V - to be satisfactory FOR A MAXXIMUMI OF 4 BEDROOF:IS, v- ry EL 14. qu,�4�/ 4 CRAIG KNEPPER. CH1 0197F Office oft las =at r Management cb. 15�x, ................. . . .................. 0, .................. LAND N/F OF .......�.Vcv .... .............. . ............ BRIAN TULLY ............. ....................... ........................ ...................... A) ........... 'ST*YFI`RME STONE 99 SANITARY LOCATION "DWELLING -%%%% PATIO 0.5' POINT"A" POINT"B" EL 15.4 BA EL 15.0 FFL 18. S.T. 13' 17' 0 0.5'N C.O. ........................... N ........................ .. Q.P. 18' 15' LP1 22' 15.5' �o LP2 27' 14' (Y 0.7' kA� D.P. W.P. GAS AI E 15.8 L.P.i 4Q . . LOT COVERAGE DRY0 (2)8'Ox6'DEEP DWELLING WIREAR DECK: 1405 S.F. 'OK L .2 LAND N/F OF 0A. SHED: 101 S.F. CL 15.5 ryM 4� THOMAS MCCARRICK TOTAL: 1506 S.F. or 17.7% FINAL SURVEY 09-05-23 0 EL 16.0 'S, FND. LOC. 06-22-23 EL 15.7 THE WATER SUPPLY WELLS, DRYWELLS AND CESSPOOL EBAR le LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. P GRAVEL NAVD88 CIL 15.5 DRIVEWAY AREA:8,529.16 SQ.FT. or 0.20 ACRES ELEVATION DATUM. UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE*ED.UCA77ON LAW COPIES OF THIS SURVEY N9 MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE COJV-qDFJ?ED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN 0 % ONLY 70 THE PERSON FOR *HOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY GOVERNMENTAL AGENCY AND LENDING INS777ZJ77ON .01 LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. . 0 0, THE OFFSETS OR DIMENSIONS SHOW HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPEC/RC PURPOSE AND USE THEREFORE THEY ARE EL 16.0 NOT INTENDED TO MONUMENT THE PROPERTY LINES OR 70 GUIDE THE ERECTION OF FENCES; ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON THE PREMISES AT ME TIME Or SURVEY E SURVEY OF.DESCRIBED PROPERTY 0f CERTIFIED TO: PAUL HOLOBIGIAN; Ne MAP OR M LISA HOLOBIGIAN; CL 15.3TF� DEC - 6 2023 RLED: c- DWELLINGS si-ruATED AT. SOUTHOLD Y 7� a: WIPUBLIC WATER 0 TOYM OF.SOUTHOLD c), N1 150' Biding DePartment KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 05 88 Town of Southo,,d Professional Land Surveying and Design N P.O. Box 153 Aquebogue, New York 11931 LE #222—61 scALE:1"=20' DATE: MAY 5, 2022 Fi N.Y.S. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-1588 S.C.T.M. NO. DISTRICT: 1000 SECTION:87 BLOCK:3 LOT(S):25 / U.P 7S8' GARAGE LAND N/F OF SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES MARK AMMIRATI APPROVAL OF CONSTRUCTED WORKS FOR CL 1z.7 A SINGLE FAMILY RESIDENCEs�` oo �� x 12/6/23 R-23-0397 DWELLINGS Date H.S. Ref. No. �k- � e� OQ W/PUB IC0.WATER „= c SHED The sewage disposal and water supply facilities at this location have been GRAVEL inspected and/or certified by this Department or other agencies and found \ DRVEWAY s. to be satisfactory FOR A MAXIMUM OF 4 BEDROOMS. ?�yy�� ry m EL 14. E / CRAIG KNEPPER,P.E.,CHIEF Q�QJO^h Office of Wastewater Management J.. .. ?:..... ...i LAND N/F OF 2�0 :::..................� o� F BRIAN TULLY STONE poi :....... ...... :::::: E:::: : STONE '9-9 ry•::.1 STY FRAME::::• SANITARY LOCATION M-'•;;;:DWEWNG :::•:::- PATIO 'Srs; POINT"A"POINT"B" (j EL 15.4�Y :: ::. 870::::::::: 05. FFL 18... EL 15.0 S.T. 13' 17' :::::::::::::::................SyO �,::•.. 0.5N D.P. 18' 15, C.0 ::•:................... 10 8'Fip ..?�•:ai�0;•: LP1 22' 15.5' ¢�........:..... ..e '8J°i: LP2 27' 14' 6 h::•:�•:•i:•:•::C•:�•:::•:: : O.TS \ D.P. 26z, �.:�:•:::•:::::•::•::•::::::6, P. GAS O AI B:•::•:::: ::•E 15.8 44) LOT COVERAGE o4 o" ° DWELLING W/REAR DECK: 1405 S.F. ��,� (219'0xs'DEEP� L 2 %_� �� DRY a LAND N/F OF w. SHED: 101 S.F. CL 15.5 N� hry % THOMAS MCCARRICK TOTAL: 1506 S.F. or 17.77 � sr• !�P � FINAL SURVEY 09-05-23 EL 16.0 A ! ��y1Po- FND. LOC. 06-22-23 �. FF (yEL 15.7 THE WA M?SUPPLY, BELLS`DRYNQLS AND CE-MMOL EBAR =470115 SHOW ARE FRLW RELD ODSERVAAOVS �. 1 AND OR DATA OBTAINED FROM ORIERS O� �.sR 'P GRAVEL % O �NAVD88 .•\ DRIVEWAY 7� Dt1 AREA:8,529.16 SQ.FT. or 0.20 ACRES DEVARw CL 15.5 [k9 5 LWAUnramED ALMM170V OR ADDITM To MS SERMY IS A WLEA17M W SECI7W nos OF WE NEW YORK STATE ED"MN LAM COPIES OF WIS suRLEr � 5 MAP Nor BCARm WE LAND aWwmv EEIB055ED SEAL SNAIL NOr Eff O W9UDPED TO BE A VAUD?RUE COPY. GUARANAW DAWC49V HEREEW SNAIL OYLY TO THE PERSON FOR W OM 7W SWLEY IS RMPARED AND ON NS BOGIE TO 7NE 1777E GTTMPANY.GOW WMENrAL AGENCY AND LUAMW MRYUYXW Can?Q OSIED HEREWL AND TO Off AS9GVEFS OF 7W LD WG LY9nTURCK WMANnX5 ARE Nor WAN¢F/GBLE THE 075E75 oR WLffN570Ys swAN IaHEnv FROM WE PRO=mrr WEN IO 7Eff STA7.C7OSE5 ARE EOP A sPEdHC PUAPOSE AND USE 7140ffPOVE 71IE7•ARE •CQ j' :'D,o i EL 16.0 Nor nauv D W MONUMENT WE PROPERTY LMES OR 70 DUDE THE EMORDY OF FEN=ADWT/WLIL STRUCWRES OY AND OTHER IMPROMOVIS EASEMENTS AND/OR SVRSWFAGE S7RUOTURES REMR00 OR UNREI OWO)ARE NOT CUARANMM UNLEW PHMa4LLY EWDENT ON WE P OOMS AT Tiff 77ME OF SURLEY SLWYEY aT:DESCRIBED PROPERTY OF NEW CERTIFIED TO: PAUL HOLOBIGUW; �r�•� YAP OR yP?�SN M' NOCYCq� LISA HOLOBIGIAN• CL 15.3 V �'•� E I FILM W2 sG DWELLINGS � �N'. SnuATED AT:SOUTHOLD " p W/PUBLIC WATER lowN 6:SOUTHOLD o 150' DEC SUFFOLK COUNTY,NEW YORK OS ee PA FIgNg`'s Y"0Y`�01��SIIRVEYR4G,FLLC l,I D 6 2023 Profeeelouol Lud SurYc�lott oad Dexlaa N P.O.Box 153 Aquebojue.New York 1193L FILE f222-61 smel"=20' DAM'MAY 5. 2022 NY.S usr Na 050M Pam(eellYY_Jnee FAX(mq M-lees Buildhig BePa"ment Tour) Of SOU;hOld f Generated by REScheck-Web Software C.J Compliance Certificate Project Holobigian Residence 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: 70 Owaissa Ave. Paul Holobigian Richard Mato Southold, NY 11971 70 Owaissa Ave.. Richard M. Mato,A.LA Southold, NY 11971 P.O: Box 2284 Aquebogue, NY 11931 631-523-5879 rmatoarchitect@gmail.com Compliance: Passes using UA trade-off Compliance: 10.3%Better Than Code Maximum UA: 68 Your UA: 61 Maximum SHGC: 6.40 Your SHGC: 0.34 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 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. Envelope Assemblies Prop.Gross Area Cavity Cont. Req. Prop. Perimeter Ceiling 2: Flat Ceiling or Scissor Truss 259 30.0 0.0 0.035 0.026 9 7 Wall 1: Wood Frame, 16"o.c. 103 21.0 0.0 0.057 0.060 5 5 Window 2:Wood Frame:Double Pane with Low-E 22 0.270 0,320 6 7 SHGC: 0.34 Wall 2: Wood Frame, 16" o.c. 165 21.0. 0.0 0.057 0.060 8 8 Window 7:Wood Frame:Double Pane with Law-E 30 0.270 0.320 8 10 SHGC: 0.34 Wall 3: Wood Frame, 16" o.c. 103 21.6 0.0 0.057 0.060 5 6 Window 10:Wood Frame:Double Pane with Low-E 8 0.270 0.320 2 3 SHGC: 0.34 Wall 4: Wood Frame, 16" D.C. 165 21.0 0.0 0.057 0.060 9 10 Floor 1:All-Wood joistfrruss:Over Unconditioned 259 30.0 0.0 0.033 0.047 9 12 Space Project Title: Holobigian Residence Report date: 06/15/22 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements li in the Scheck Inspection Checklist. 1Gf� HI 1''tDA. LA IZZ Z Name-Title e IL 41 lt-c�T- Signature Date Project Title: Holobigian Residence Report date: 06/15/22 Data filename: Page 2 of10 GENERAL CONSTRUCTION NOTESt GENERAL FRAMING NOTES, MISCELLANEOUS CONSTRUCTION NOTES= GENERAL INTERIOR 4 EXTERIOR STAIR NOTES- 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF I. ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, 0. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE NEW YORK STATE. ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL HEADERS, BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF 9." FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION. DOUGLAS-FIR U2 (NORTH) WITH AN E- 1,600,000 PSI AND FB-875 P51 OR BETTER. SHINGLES WHEN REQUIRED. ACCORDANCE WITH R31I, R301.5, R301.4, R301.5 THE 2020 RESIDENTIAL CODE ALL BUILDING CODES AND REQUIREMENTS SHALL SUPERCEDE THE DRAWINGS C. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF 3/' FOR WOOD 2. ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING OF NEW YORK STATE. ALL RISERS ARE CLOSE UNLESS NOTED OTHERWISE. AND SPECIFICATIONS WHETHER OR NOT INDICATED. SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY, SHINGLES WHEN REQUIRED. MINIMUM HEADROOM AT STAIRS 15 W-8" AS PER R314.3. BUILDING DEPARTMENT NOTES : d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0" MAXIMUM RISE - 731" 2. ALL CONSTRUCTION WITHIN THE 130 MPH THREE SECOND B. ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0". GUST WIND SPEED REGIONS SHALL BE IN CONFORMITY WITH THE AMERICAN THE DRAWINGS AND SPECIFICATIONS. ALL MANUFACTURED FRAMING MATERIALS e. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS MINIMUM TREAD DEPTH (W/O NOSING) - 10" FOREST AND PAPER ASSOCIATION (AFdAP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.I.S.C. MINIMUM NOSING PROJECTION - 9,° MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - Q4" CODE NOTES: SHALL BARE THE MARKINGS OF THE MANUFACTURER. MAXIMUM NOSING RADIUS - q/I6" _ B. ALL CONTRACTORS SHALL BE: LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES, 4. ALL PLYWOOD SHALL BE EXTERIOR GRADE (CDX) FIR UNLESS NOTED BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST 4. ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS I. PROVIDE METAL FLASHING WHERE FRAMING LUMBER IS IN CONTACT WITH GENERAL HANDRAIL AND GUARD NOTES O THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING, INSTALL ALL PLYWOOD THE SOIL OR CONCRETE. AND PAPER ASSOCIATION (AF 8z PAS WOOD FRAME CONSTRUCTION REQUIREMENTS HAVING JURISDICTION. ONLY A LICENSED AND INSURED AT WALLS AS PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" 2. PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET MANUAL FOR ONE AND TWO - FAMILY DWELLINGS VERTICAL SURFACES. I. ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND r 1 PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK. WHERE POSSIBLE. v 5. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL CODE OF B. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL ,y S. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. PROVIDE SKYLIGHTS AND WHERE SIDES OF ROOF MEET A VERTICAL SURFACE. ALL HANDRAILS AND GUARDS SHALL BE IN ACCORDANCE WITH R311, R312 AND R301.5 M U NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS DESIGN CRITERIA: a HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL DOUBLE FLOOR JOIST UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM THE ROOF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. ` w NOTED. UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. SPECIFICATIONS. LIVE LOAD 40 PSF: G. PROVIDE SOLID BLOCKING OR IX3 CR055 BRACING IN ALL FLOOR J015T PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING 2. DEAD LOAD 20 PSF: O 4. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30" 6, ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED BAYS AT MID SPAN OR AT A MAXIMUM OF 8'-0" O.G. WHICH EVER 15 LESS. BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR OR HIGHER ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED ROOF SNOW LOAD 30 PSF: E.-{ U IN THE DRAWINGS. VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. 7. PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND OTHERWISE. WIND LOAD I30 MPH W W W THEIR TRIM. z � 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF W-O" O.G. VERTICALLY UNLESS 5. PROVIDE SEAMLESS METAL PAN5 IN EITHER LEAD COATED COPPER OR CONDITIONS AND DIMENSIONS, WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS, x U SMOKE ALARM NOTES: � �( WORK. B. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL SQUARE FOOTAGES: C7 8. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY GENERAL WALL BOARD NOTES. 1, PROVIDE A SMOKE ALARM IN EACH OF THE FOLLOWING LOCATIONS, O RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, CONCENTRATED LOADS AS REQUIRED. 0. ONE IN EACH SLEEPING ROOM, HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. 1. PROVIDE %" GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE Q q, PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND VICINITY OF THE BEDROOMS. CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/8" MOISTURE RESISTANT BEARING AS AND GIRDERS c. , q. ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED I CEILINGS OVER ALL BE WALLS , ONE ON EACH ADDITIONAL STORY OF THE DWELLING INCLUDING GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD SHALL PROP. IST FLR. LIVING SPACE: = 259 s.f. � � 0�0 THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. MANUFACTURERS SPECIFICATIONS AND INDUSTRY STANDARD PRACTICE. ALL 10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION RECEIVE MINIMUM OF ONE GOAT OF TAPE AND THREE COATS OF SPACKLE. IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE N MATERIAL AND PRODUCTS 514ALL BE NEW AND FREE FROM DAMAGE. ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL 0000 ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE %n CEILINGS, CEMENT BOARD AT ALL WET AREAS WALLS, DECKS 10. ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. M OTHERWISE. ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR SIZE AND USE UNLESS 3. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD SHOWN UNLESS NOTED OTHERWISE. NOTED OTHERWISE. AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT 2, ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT m PRODUCING EQUIPMENT. THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE II, THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, Q1 DWELLING. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING, BRACING, II, REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH TABLE R602.3(I) OF 4. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF t AP 2001 WOOD AT ALL INTERIOR WALLS COMMON TO GARAGES. PROGRAMS IN CONNECTION WITH THE WORK AND ALSO NOT RESPONSIBLE FOR FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLINGS. S. PROVIDE ONE LAYER OF 5/5" APPROVED FIRE RATED GYPSUM WALL BOARD B. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. THE ARCHITECT IS NOT RESPONSIBLE FOR THE 12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. BASEMENTS. ACTS OF ERROR OR OMISSICNd BY THE CONTRACTOR OR ANY OF THE -� CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY A. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS ZONING CLASSIFICATION: SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. YEAR MATERIAL. w OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE u wT 13. ALL DECK JOISTS SHALL BE AGO AT 16" O.G. AS PER PLAN. GENERAL GARAGE NOTE5s DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING; THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED. ZONE - r 14, CATHEDRAL ROOF TYPICAL CONSTRUCTION UI`��' GENERAL EXCAVATION 4 BACK FILLING NOTE5r ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC PROVIDE ASPHALT ROOF SHINGLES WITH ts30 FELT OVER 60 MIN. GRADE 'D' BUILDING ABOVE THE GARAGE SHALL HAVE A MINIMUM OF A 3Z. HOUR FIRE RATED 5. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM 1, EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL PAPER ON 3/4" EXTERIOR SHEATHING OVER RAFTERS AS PER THE PLAN AT 16" O.C. WITH AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL BE EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE CLEAN GATT INSULATION BETWEEN, COVER WITH 5/8" GYPSUM WALL BOARD TAPE AND SPACKLEH HAVING JURISDICTION. o WITH THREE GOATS. PROVIDE A MINIMUM OF I" AIRSPACE BETWEEN THE ROOF PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE. UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE REQUIRED CONTENT AND NON-SHIFTING SHEATHING AND THE INSULATION, AND NON-SHRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED THE DRAWINGS AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING 15. TYPICAL ROOF CONSTRUCTION GENERAL LIGHT, VENTILATION * HEATING NOTES- CAPACITY OF TWO TONS PER SQUARE FOOT. IT IS THE SOLE RESPONSIBILITY OF 0. PROVIDE ASPHALT ROOF SHINGLES WITH 60 MIN. GRADE 'D' BUILDING PAPER ENERGY NOTES THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF THE SOILS 3/4" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN, V 1 I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A 16. W TYPICAL EXTERIOR WALL :ONSTRUCTION AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL 1, THE ARCHITECTS CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE BELIEF O NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR SHALL NOT START 0. PROVIDE SIDING AS P;R ELEVATIONS OVER 60 MIN. VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN WORK WHERE THE TEST INDICATES A 501L BEARING CAPACITY OF LE55 THEN ONE GRADE 'D' BUILDING FAPER ON 5/8" EXTERIOR SHEATHING SYSTEM OVER 2x6 APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING COMPLIANCE TO THE 2018 ENERGY CONSERVATION CONSTRUCTION CODE OF AND ONE HALF TONS PER SQUARE FOOT. THE CONTRACTOR SHALL BE WALL STUDS ACCORDIIG TO PLAN AT 16" O.C. WITH BATT INSULATION PER SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY NEW YORK STATE. RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND PLAN, 5/8" GYPSUM >ral_L BOARD TAPE AND SPACKLE THREE COATS. CONTROLLABLE BY THE BUILDING OCCUPANTS. 2. ALL CONSTRUCTION INCLUDING ALL HVAG, PLUMBING, ELECTRICAL AND LIST OF DRAWINGS . .� SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS b. EXTERIOR WALLS- NO'CHING AND BORING, 2. THE MINIMUM OPEN ABLE AREA TO THE EXTERIOR OF THE BUILDING SPECIAL SYSTEMS SHALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE I. NOTCHES IN EI'?iF_R EDGE OF STUDS SHALL NOT BE LOCATED IN (2015 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS FROM THE ARCHITECT. THE MIDDLE I/30F THE STUD LENGTH, NOTCHES IN THE OUTER 1/3 SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. OF THE RES CHECK REPORT OF THESE DRAWINGS. OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH. B. THE DESIGN OF ALL HVAG, PLUMBING AND ELECTRICAL SYSTEMS THE SHEET A I GENERAL NOTES 2. ALL BACK FILL SHALL BE GLEAN GRANULAR FILL BROUGHT TO THE II. BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND GENERAL GLAZING NOTESe SOLE RESP05 1BILITY OF THE USER OF HIS DOCUMENTS AND HIS CONTRACTORS REQUIRED HEIGHT. THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8? TO THE UNLESS SPECIFICALLY NOTED OTHERWISE. THE USER OF THESE DOCUMENTS 3. NO BACKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION EDGE OF THE STUD. BORED HOLES SHALL NOT EXCEED 60% OF THE 1, ALL EXTERIOR GLAZED OPENINGS IN THE 130 MPH THREE SECOND GUST SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL SHEET A2 PLANS/SECTION Q� STUD DEPTH WHEN STUDS ARE DOUBLED. WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE HVAG PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES j WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO ; cu HAVING JURISDICTION, ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A PREVENT DAMAGE TO THE WALL. NO BACK FILL SHALL BE PERMITTED WITHIN A III. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM CROSS SECTION TEST OF ASTM E Iggb AND OF ASTM E 1886 AND R301.2.1,2 OF MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE NEW YORK STATE PROFESSIONAL ENGINEER. r� CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK. C. PROVIDE 2x6 STUDS AT 16" O.G. FOR ALL EXTERIOR WALLS UNLESS NOTED SHEET A3 ELEVATIONS cv _ OTHERWISE. BY EXCEPTION TO R301.2.1.2. A. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF W15 KNOWLEDGE, BELIEF 4. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS SHALL BE A d. PROVIDE 2x4 STUDS AT 16" O.C. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE. AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESCHECK" DOCUMENTS MEET � W SHEET A4 STRAPPING DETAILS MINIMUM OF 3'-0" BELOW FINISHED GRADE. THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 2018 e. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING 2. ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF NEW YORK STATE ENERGY CODE. ! c__ O O S. REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT BUT NOT LIMITED TO, GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM THE 2020 RESIDENTIAL CODE OF NEW YORK STATE CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. r_ FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE F. FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END. J O DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS, g, FOR UPSET HEADERS AS PER PLAN, TEGO ALL CEILING JOIST OR FLOOR JOIST ON 0 GENERAL EMERGENCY ESCAPE * RESCUE NOTES: GENERAL SWIMMING POOL, HOT TUB * SPA BARRIER NOTES= O BOTH SIDES OF THE HEADER. I EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL GENERAL CONCRETE NOTES. h. LINTELS SHALL NOT BE LESS THAN, BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE ALL SWIMMING POOLS, HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER r!, W I. THREE 2xIO'5 FOR SPANS UP TO 7'-0" REQUIREMENTS OF R310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED I I. LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE it. THREE 2x12'5 FOR SPANS UP TO q'-O" (UNLESS NOTED OTHERWISE.) PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS _ A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN. CONSULT WITH i. BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT W-8" ABOVE THE 2. THE CODE REQUIRES. THE LOCAL CONTRACTOR OR BUILDING INSPECTOR. 501E DESIGN BEARING ROUGH FLOOR UNLESS NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE J PRESSURE 15 ASSUMED TO BE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT. ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TO, 2. CARRY ALL FOOTINGS TO A MINIMUM OF 36? BELOW GRADE ON TO A FIRM j, MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS SHALL 0. THE SILL HEIGHT SHALL NOT BE HIGHER THAN AA" ABOVE THE FINISH FLOOR THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNDISTURBED BEARING SOIL. SEE PLANS FOR FOOTING SIZES. NOT EXCEED THE FOLLOWING SPANS, b. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LE55 THAN 5.7 SQUARE FEET B. THE FOUNDATION WALL SIaALL BE POURED CONCRETE THICKNESS AS I, (1)-2x6 (FLAT) FOR UP TO 7'-0" C. THE MINIMUM OPENING HEIGHT SHALL NOT BE LE55 THAN 24", C, NOTED ON THE PLANS (MIN. OF 3000 PSI) WITH REBAR AS SHOWN IN CRO55 II.(2)-2x6 (FLAT) FOR UP TO 10'-7" d. THE MINIMUM OPENING WIDTH SHALL NOT BE LESS THAN 20' _6 SECTION. THE FOOTING SHALL BE POURED CONCRETE, SIZE AS INDICATED ON THE Q��\�PF� k. PROVIDE �/" PLYWOOD SUB-FLOOR TYPICAL. B. � G PLANS WITH u5 REBAR IN THE LOWER 1/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR Q n f � WALL CROSS SECTION. I. FOR LEDGER BOARDS USE ONE 512E LARGER THAN THE JOIST SPECIFIED. FASTEN OPENING SHALL BE 5.0 SQUARE FEET, < , 7R TO WALL WITH y2"O DIAMETER CARRIAGE BOLTS AT 12" O.G. STAGGERED. TECO ALL 4 A. (1)-2x6 AGO SILL PLATE OVER COPPER TERMITE SHIELD AND SILL SEAL. J015T TO LEDGER BOARD. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL ,oa .. BOLT AT A MAXIMUM HEIGHT 15 BELOW THE ADJACENT GROUND ELEVATION THE OPENING SHALL BE 5. %"m DIAMETER X 16" LONG GALVANIZED ANCHOR m. PROVIDE GIRDER PER PLAN ON 3Y="m DIAMETER STEEL COLUMN ON POURED PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE 041 B6A O OF 55" O.G., 12' FROM EACH BOARD END AND AT LEAST TWO PER CORNER. CONCRETE FOOTING AS PER PLAN UNLESS NOTED OTHERWISE. 2020 RESIDENTIAL CODE OF NEW YORK STATE. 6. PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO Forum nt �DFNE�N� Esc:` i,?Irp�copy FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES. Fii181 TtQ\rjl: d�K1 CIOtU11�1!T1L5 ;�;�A File 1 b 3 pdCt^.. 7. DAMP t WATERPROOF FOUNDATION WALL WITH SPRAY-ON WATERPROOFING BY RUB-R-WALL OR EQUAL. 8. FINISH SLAB SHALL BE A MINIMUM OF 4" THICK POURED CONCRETE ON UNDISTURBED 501L OR 4" THICK COMPACTED SAND TO q5% RELATIVE DENSITY. q, ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 P51 AT 28-DAY TEST. EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS SHALL HAVE MINIMUM ULTIMATE COMPRESSION STRENGTH OF 3,500 PSI AT 28-DAY TEST, NO ADDITIVES SHALL BE PERMITTED TO THE MIX EXCEPT WARM WATER. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL No. Date Title AIR CONTENT SHALL NOT BE LE55 THEN 5% AND NOT MORE THEN 7% OF THE CONCRETE VOLUME. REVISIONS: IO. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. Drawn By: RMM 11, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI Date: BIB AND ASTM C1157 REQUIREMENTS. 12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL 4/q/22 CONFORMING TO THE LATEST ASTM A-615 GRADE Drawing No.: 13. CONSTRUCTION JOINTS IN THE CONCRETE SHALL NOT BE PERMITTED WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORK STATE LICENSED ENGINEER, 14. ALL STEPPED FOOTINGS SHALL NOT BE GREATER THAN (1) VERTICAL/ (2) HORIZONTAL. Al OF 4 SHEETS DN DECK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 — — — — A41 to — — — — - - I e (3) 2" 10" 71-421036QU F GL O O I = o, I BATH L - o OW EXISTING' O EXISTING I 1"IASTE X 3 0 1 � � I BEDROOM BEDROOM I SEDR M � I W � u LN 12'_py2n 5y2u OW I u I I 2 xl0 R.R. — 3� A Q `� — I 0 16" O.G. SUNROOM I ILL I I X O = . . I AREA CALCULATIONS d cvLO (� I I , U N �— - - - - - _ - rl- 3'-2" C 2 3Y2 �'- "W 5Y2"I NEwTF125TRFLOORST OOR 1, 04�1 S.F. r °O I DN - 1 1, 04�1 S.F. r l 25G S.F. O , VERIFY ALL GO 3Y2" 1 V O iN CONDITIONS I SD m D I - EXISTING TOTAL FIRST FLOOR 1, 308 S.F. 25q S.F. II _ry I NEW - - - - - - - - - Q s R. m I TOTAL BUILDING AREA 1, 308 S.F. W EXISTING I w REF. LIVING ROOM ►n Q I EXISTING FP 10111-4J I KITCHEN q)—VxIO". BA " I I I . . — — --- RANGE TW21036 TW21036 L - - - - - - - Dies! SINK 11I I — III r - - - - I r EX. III m O DN V 1 O NOT]_: F--� VERIFY ALL EXIS77fNG CONDITIONS AND CLEARANCES FIRST FLOOR PLAN PRIOF: TO CONSTRUCTION. NOTIFY ARCHITECT OF DISGREPANC:IES. NOT 1RE5PON5IB1-E FOR CHANGES "AIDE WITHOUT NOTIFICATION, [ , SCALE: y4"s0-0" n I _ I a0 M O .,.. F--1 (--I 3*4 REBAR-18" LONG 2"x10" R.R. P 16" O.G. TOP ff BOTTOM INTO EX. FDND DRILL EPDXY TJI 230 x qV' 5-1 SET MIN. OF 6" 16„ O 2 12 q8 I INTO FND. WALL —,1%2 I (TYP.) W I Ito C4 T.O.P. I EXISTING u NEW I IQ (3)-2"xl2" HDR. I BASEMENT c CRAWLS} CE I I .4• VERIFY ALL I I WIN OW WELL MASTER _ I CONDITIONS BEDROOM ; I S"I \9 (2)-F.J. HOUSE TJI 230 q%2" F.J. I r T T T fi— — — • — — —�— — — — — _ — I I tV I * .�U C-D 16" O.G. 5-2 I I I tv _ >!�• ,> 5/„" PLWD. sBFLR. qg I I I I I UP 0 I :? \9 to ROUGH 157 FL. I I I I N I I S��T �4786� OQ� F L J_ (2)—Ig/4"xG%2 L.V.L. 0FNEj T.O.F. GRADE I �� I 'f anal revlel;md docu is Ek_g Dept copy froml.GA CRAW LSPAGE `III ,,I I o X ___ III T.O.F. I � i '.I'..l�i •4•.f. II L - - - - - - - - - - - - - •J to I No. Date Title — L J REVISIONS: r, BUILDING SECTION \� - - - - - �// Drawn By: A2 SCALE�4" = 1 '-O" f - - -- � Date: — — — — 121—611 4/8/22 Drawing No.: FOUNDATION PLAN SCALE: y4"s l'-o" OF 4 SHEETS o � u _ /+ M O �I`i Q1 a BLIND METAL FLASHING (TYP) W L.G.G. FLASHING � EXIST. L.G.C. FLASHING HOUSE [vvi 12 HEAD FLASHINGT E W U EX.� � ( YP l HEAD FLASPING — — — W I%2 (TYPE I H U x a � 1 —6 O.H. 00 W 103 W 103 CIA P 7, 7F-H- � - II I I 1 11 1 1 11 1 1 1 11 11 11 111 1 1 11 11 1 1 1 ALAI IL � ll x 00 W 141 W 141 V Hill H11111111 III III III I LLL-U M f^Y, GRADE2�1 W I N DO" W E L L— I_v- FRONT ELEVATION (VsIEST). SCALE: %4"—1'-O" RIGHT ELEVATION (SOUTH ) O rTl z SCALE: Y4"—1'—O" W EXISTING NEW ADDITION �j O � l W I� I� u O L.C.C. FLASHING ~i HEAD FLASHING O (TYP) LLI U LL �p,RD M, Q�G T>1 04186A FOF REAR ELEVATION ( - BAST)-SCALE: y4"-1'—O" _ _ E1cg Deer.copy rrom LE3A r�nai revia;�etf documents NEW ADDITION EXISTING No. Date Title REVISIONS: Drawn By: R 1"f I"( Date: 4/6/22 Drawing No.: OF-4 SHEETS INSTALL 'SIMPSON NAILING SCHEDULE MINIMUM ROOF LIVE LOADS RIDGE TENSION STRAP 16" O.G. STRONG TIE" L5TA FROM TABLE 2 OF THE AMERICAN WOOD COUNCIL 130 MPH EXPOSURE B (IN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION) END BY SIMPSON STRONG TIE TIES @ EA. WFGM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS 1 1/4" X 15" 20 GAUGE WITH OF HDR. FOR ONE- AND TWO- FA1"ILIY DWELLINGS 2020 EDITION TRIBUTARY LOADS (4) 8D COMMON NAILS EAG1-I SIDE AREA IN SQUARE FEE T N 0 FOR ANY STRUCTUR L � HEADER AS NOTED N JOIST DESCRIPTION NUMBER OF NAILS NAIL SPACING MEMBER ROOF SLOPE O TO 201 TO OVER V RAFTER FRAMING 200 GOO 600 O ROOF RAFTER V 16" O.C. FLAT OR RISE LESS THAN 4 INCHES PER FOOT o DOOR OR WINDOW—, � Rafter to Top Plate (Toe-noiled) o AS NOTED Wall height 8 Ft. 3-8d?# ?$ per rafter (1,3) o Wall height 9 - 10 ft. 4-8d?# ?$ per roFter 20 IG 16 O Ceiling Joist to Top Plate (Toe-nailed) RISE 4 INCHES PER FOOT (1,3) TO LESS �o Wall height 8 ft. 3-8d?# ?$ r joist THAN 12 INCHES PER FOOT (I,I) 9 per j � 16 14 14 ROOF Wall height cl - 10 ft. 4-8d?# ?$ per joist L� RIDGE RISE 12 INCHES PER FOOT (1,1) AND C—' Ceiling Joist to Parallel Rafter (Foce-nailed) Roof Span (ft.) GREATER I2 12 12 O 12 20 28 36 3d2 Roof Slope @ 16' o.c. 5-16d 8-16d II-16d 14-16d r 1 . 4:12 Roof Slope @ I6" o.c. 4-16d 6-16d 8-16d II-16d each lap V 5:12 Roof Slope @ 16' o.c. 3-16d 5-I6d 7-16d 9-16d each lap MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS M Q 7.12 Roof Slope @ 16' o.c. 3-I6d 4-I6d 5-I6d 6-I6d S RIDGE STRAP 9:12 Roof Slope @ 16" a.c. 3-16d 3-16d 4-16d 5-I6d (IN POUNDS PER SQUARE FOOT) a 12:12 Roof Slope @ 16" o.c. 3-16d 3-16d 3-I6d 446d W N.T.S. Ceiling Joist Lops over Partitions (Fore-noiled) Roof Span (ft.) USE LIVE LOAD Qay 12 20 28 36 TYPICAL DETAIL EXTERIOR BALCONIES 60 U EXTERIOR }-LEADERS 3:12 Roof Slope @ I6' o.c. 5-16a 8-I6d II-I6d 14-I6d DECKS W 4:12 Roof Slope @ 16 o.c. 4-16d 6-16d 8-16d 11-16d each lop 40 E- N.T.5. 5:12 Roof Slope @ IV o.c. 3-I6d 5-16d 7-16d 9-16d each lop ATTICS WITHOUT STORAGE 10 LL 7,12 Roof Slope @ 16' o.c. 3-16d 4-16d 5-16d 6-I6d U ATTICS WITH STORAGE 2O I�� ROOF RAFTER 9:12 Roof Slope @ I6 o.c. 3-I6d 3-I6d 4-I6d 5-I6d 12tI2 Roof Slope @ IV o.c. 3-16d 3-I6d 3-16d 4-16d ROOMS OTHER THAN SLEEPING ROOMS 40 Q Q SLEEPING ROOMS 3O Collar Tie to Rafter (Face-nailed) 6-8d per tie FTI Blocking to Rafter (Toe-noiled) 2-8d each end HL•{ 5/a,"O x 12" L. x 3'-0" O.G. ANCHOR d BOLTS W/ 3"x3" SQ. STL WASHER. Rim Board to Rafter (End-noiled) 2-Ibd each end (P-O" FROM CORNERS) WALL FRAMING AS PER TABLE 4 000 a_ Top Plate to Top Plate (Face-nailed) 2-I6d?! per foot TABLE R301.2(1) N TOP PLATE Top Notes at Intersections (Face-nailed) 4-I6d joints - each side CLIMACTIC AND GEOGRAPHIC DESIGN CRITEF N t- Stud to Stud (Foce-noiled) 2-Ibd 24" o.c. WIND DESIGN Q oo " GROUND SEISMIC SUBJECT TO DAMAGE FROM r l Header to Header (Face-noiled) Mod 16 o.c. along edges SNOW SPEEC TOPOGRAPHI SPECIAL WIN WIND-BORN 0 DESIGN FROSTLIN v Q N INSTALL "SIMPSON STRONG-TIE" LOAD (MPH) EFFECTS REGION DEBIS ZON CATEGORY WEATHERINC, DEPTH TERMITES DECAY 1�1 1-4-2.5 CLIPS V 16" O.G. W/5-15d NAILS Top or Bottom Plate to Stud (End-nailed) 2-I6d per 2x4 stud H a 25 PSF 130+ NO NO I B SEVERE 3'-0" MODERATE SLIGHT TO 3-I6d per 2x6 stud MPH TO HEAVY MODERATE � 4-Ibd per 2x8 stud .. SIMPSON STRONG TIE MT512 Bottom Plate or Floor joist, Bondjoist, 1 1/4" X 16 GAUGE STRAP W/ Endjoist or Blocking (Face-nailed) 2-I6d ?! ?@ per foot SIMPSON BEARING (4) 8d COMMON NAILS ((5) Sd PLATE BP 3/4 COMMON NAILS IN GARAGE) INTO FLOOR FRAMING THE ROOF RAFTER t (4) Sd Joist to Sill, Top Plate or Girder (Toe-noiled) 4-5d per joist HEADER AS NOTED COMMON GARAGE.)(() ) 8d CO EMWALL Bridging to Joist (Toe-noiled) 2-8d each end ON PLANS GLAZING PROTECTION FROM WIND—BORNE DEBRI NAILS STUD. Blocking to Joist (Toe-noiled) 2-5d each end SIMPSON POST GAP PG66 Blocking to Sill or Top Plate (Toe-nailed) 3-I6d each block I NOTE, PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF rTl Ledger Strip to Beam (Face nailed) 3-I6d each joist THREADED ROD �� AND A MAXIMUM SPAN OF W-O" FOR EVERY WINDOW. PANELS ^W SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH Joist an Ledger to Beam (Toe-nailed) 3-Bd per joist •• , II HOLLOW LOAD APPROPRIATE ATTACHMENT HARDWARE. ATTACHMENT HARDWARE f r� /� Band Joist to Joist (End-noiled) 3-I6d per joist BEARING COLUMN SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. M rS 2 I I-1 S 1 2 D ET�"''�I L Bond Joist to Sill or Top PLote (Toe-nailed) 2-16d?I per foot f� ROOF SHEATHING FASTENER TYPE FASTENER SPACING N.T.S. _f—� , .,.• Structural Panels 8d 6" EDGE/ 6" FIELD PANEL SPAN PANEL SPAN PANEL SPAN O Diagonal Board Sheathing S 4'-0' 4' 6' 6'-e' 1"xb" or I"x8" 2-8d each end 2'/?" 1j6 wD. SCREW!, 16" 12" a" •• r I"x10" or wider 3-8d each block ° CEILING SHEATHING (I 2Y," =e WD. SCREW I6" 16" 12" `�1 o II° INSTALL "SIMPSON STRONG-TIE" „ " ° MSTA36 STRAPS CD 16" O.G. °'.. a. o. Gypsum Wallboard 5d coolers 7 edge / 10 field .o SECURE WITH 26- IOd NAILS /~ WALL SHEATHING DECK HEADER SIMPSON POST o Structural Panels see BASE PG66 Simplified Wall AS PER PLAN O Sheathing Pressure 1 Noilin Fiberboard Panels Zones this page.) WOOD FASTENERS AS NOTED '0 7/16° 8d 3" edge / 6" field DECKr_,,_BASEPB66 IN SCHEDULE ABOVE p0 Sri WALL—TO—FND. CONNECTIONS 25/32' 8d 3' edge / 6" field P.G. PIER WINDOW PLYWOOD AS NOTED N.T.S. Gypsum Wallboard 5d cooler 7" edge / 10" Field GLASS INDO 2•X4" BRACE F LARGER SPANS Hordboord 8d (sing Press ce e < Nailin 5implified Wall S Particleboard Panels Sheathing Q Zones this Page.) 1� Diagonal Board Sheathing I I"x6" or I"x8" 2-8d per support WINDOW SILL I"xIO" or wider 3-8d per support SIP'IPLIFIED WALL SHEATHING FLOOR SHEATHING I PRESSURE 4: NAILING ZONES Structural Panels S�O HOLLOW COLUMN TIE-DOWNS z I' or less 8d 6" edge / 12" Field f� I w Q rafter than 1" IOd 6" edge / 6" Field l-1� N.T.S. SHUTTER" DETAIL J 4L g 9 Diagonal Board Sheathing PLYWOOD STORM PANEL 0 In I"xb' or I"x8' 2-8d per support I"x10" or wider 3-8d per support 0. ?! Nailing regyirment5 are based on wall sheathing nailed G" on-center at the Panel edge. If wall sheathin '0 s nailed 3"members at the doubled edge al obtain higher shear capacities, nailing reglllr l be for ,a � ® structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to W iF`TT++!ii maintain the load oath. NOTE: TI-IIS SET OF PLANS HAS SEEN DESIGNED IN ACCORDANCE WITI-1 THE AMERICAN Q .o O i I ?@ When wall be is continuous over connected members, the tabulated number of nails shall be F� permitted to be reduced to I-I6d nail per foot. 0. FOREST AND PAPER ASSOCIATION (AF * PA) WOOD FRAME CONSTRUCTION MANUAL �D FOR ONE AND TWO FAMILY DWELLINGS, Igg5 SBC HIGH WIND EDITION,SECTION 2. C 10 OI 1"ISTABIG DETA I L W N.T.S. ETC. ENTIRE 1'-O• 1'-O• 1'-O• 1'-O• 1'-O• t'-O' i• r BEAM LENGTH WALL SHEATHING NAILING SCHEDULE ZONE 5 ZONE 6 O I O3 MULTIPLE MICRO-LAM MEMBER AS STEEL FLITCH PLATE INSTALL "SIMPSON STRONG-TIE" NOTED ON PLANS (IF INDICATED ON PLANS) ��') �PBD 1w 1-4-6H6 -6 TIES V 16" O.G. W/8-8d NAILS FIELD 4„ O.C. 8" O.G. I '16•0 BOLTS W/LOCK WASHERS 0 EDGE 31, O.G. 4" O.C. / N6 • INSTALL "SIMPSON STRONG-TIE" EXISTING MICRO-LAM / FLITCH PLATE BOLTING DETAIL LTP4 ANCHORS ID IG" O.G. W/ ROOF 12- Sd NAILS ALL %" EXT. PLYWOOD WALL SHEATHING TO BE SECURED I usls- WITH 6d COMMON NAILS- 2" x 11Y2" GA. - PATTERN AS N.T.S. n o INDICATED ABOVE. 3„ v.T.R 1( ALL MULTIPLE MICRO-LAM MEMBERS AND FLITCH BEAMS TO v� 041 g�6�'`' . O I ROOF 1 BE BOLTED AS SHOWN. � OF NCV`+^ o, '/B"O x 12" L. x 3'-0" O.C. ANCHOR BOLTS W/ 2"x2" SG). STL WASHER. BF, (1'-0" FROM CORNERS) I r LT I AS PER TABLE 3.2A 8 3.28 COMPONENT AND CLADDING PRESSURE ZONE 2„I 21,I 2"' 2"NUMBERS INDIATE NAILING ZONES I I a LTPA I AV. ;. WC I W.M. - - - - - - - - SHWR re, ROOF S{-IEATHING NAILING SCHEDUL 4 I O IST FL. 1y'. t`lc+; DNpt copy fro rnL 0 3" 2" 2„ F;r,.ai revievred docu s ZONE I ZONE 2 ZONE 3 ZONE 4 1£A FIJ'H# 3„ FIELD No. Date 8' O.G. 12 O.C. 3' O.C. 4" O.G. Title EDGE D�VISI(Si4 4" O.G. 6" O.G. 3" O.G. 3 rS4,,N�FL_1R. -_r0- FND- CONNECTIONS BASEMENT ALL yz" EXT. PLYWOOD WALL SHEATHING TO BE SECURED Drawn By: WITH 8d COMMON NAILS- 2Y2" x 10&" GA. - PATTERN AS Drawn By: RI"IM INDICATED ABOVE. O � � � A N C.O. G.O. TO AN APPROVED Date: FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS \.../) A G.O. SANITARY SYSTEM ate: 4/q/22 REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL MEMBERS" - TABLE R-602.3 (1) OF THE RESIDENTIAL NOTE: PROVIDE CONTINUOUS LOAD PATH CODE OF NEW YORK STATE. Drawing, FROrl RIDGE TO FOUNDATION . N.T.S. c.1.H.T. rawing No.: .: FLUl-IB I N G RISER D I AGRA[-1 NTS OF 4 SHEETS �o GENERAL CONSTRUCTION NOTES= GENERAL FRAMING NOTES, MISCELLANEOUS CONSTRUCTION NOTES= GENERAL INTERIOR ! EXTERIOR STAIR NOTES, I, ALL CONSTRUCTION SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF 1. ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOIST, RAFTERS, o. PROVIDE CONTINUOUS SCREENED VENTED SOFFITS. ALL CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE NEW YORK STATE. ALL LOCAL BUILDING AND ZONING REQUIREMENTS, ALL FEDERAL HEADERS, BEAMS AND GIRDERS AS INDICATED IN THE DRAWINGS SHALL BE b. ALL RAKE BOARDS SHALL BE BUILT OUT A MINIMUM OF '/•" FOR WOOD RESPONSIBILITY OF THE STAIR CONTRACTOR. ALL STAIRS SHALL BE IN BUILDING REQUIREMENTS AND THE NEW YORK STATE ENERGY CONSERVATION, DOUGLAS-FIR 11:12 (NORTH) WITH AN E- 1,600,000 PSI AND FB-575 P51 OR BETTER, 514INGLE5 WHEN REQUIRED. ACCORDANCE WITH R3I1, R301.3, R301,4, R301,5 THE 2020 RESIDENTIAL CODE ALL BUILDING CODES AND REQUIREMENTS SHALL 5UPERCEDE THE DRAWINGS c. ALL FRIEZE BOARDS SHALL BE BUILT OUT A MINIMUM OF 5&" FOR WOOD OF NEW YORK STATE. ALL R15ER5 ARE CLOSE UNLESS NOTED OTHERWISE. AND SPECIFICATIONS WHETHER OR NOT INDICATED. 2. ALL STRESS GRADE-FRAMING MATERIAL AND PLYWOOD SHEATHING 5HINGLE5 WHEN REQUIRED. BUILDING DEPARTMENT NOTES : SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY, MINIMUM HEADROOM AT STAIRS IS b'-8" AS PER R314,3. d. THE TOP OF ALL CHIMNEYS SHALL TERMINATE AT A MINIMUM OF 2'-0" a MAXIMUM RISE - 7/a' " 2. ALL CONSTRUCTION WITHIN THE 1130 MPH THREE SECOND 3. ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN ABOVE ANY PORTION OF ROOFING WITHIN 10'-0". GUST WIND SPEED REGIONS SHALL BE IN CONFORMITY WITH THE AMERICAN THE DRAWINGS AND SPECIFICATIONS. ALL MANUFACTURED FRAMING MATERIALS e. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND 5HALL BE INSTALLED AS MINIMUM TREAD DEPTH PROJECTION NOSING) - 10" FOREST AND PAPER ASSOCIATION (AFdAP) WOOD FRAME CONSTRUCTION SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS PER A.1•5.C. MINIMUM NOSING PROJECTION - s/a" MANUAL FOR ONE AND TWO FAMILY DWELLINGS. SPECIFICATIONS AND GUIDELINES. ALL MANUFACTURED FRAMING MATERIALS MAXIMUM NOSING PROJECTION - 1%" CODE NOTES: SHALL BARE THE MARKINGS OF THE MANUFACTURER, MAXIMUM N051NG RADIUS - 01/16" 3. ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED. GENERAL FLASHING AND CAULKING NOTES, A. ALL PLYWOOD SHALL BE EXTERIOR GRADE (COX) FIR UNLESS NOTED BUILDING DESIGNED IN ACCORDANCE TO THE AMERICAN FOREST A. ALL PLUMBING, MECHANICAL AND FUEL GAS WORK 514ALL CONFORM TO OTHERWISE. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND ROOFS 1, PROVIDE METAL FLASHING WHERE FRAMING LUMBER IS IN CONTACT WITH IJ ` THE PLUMBING CODE, MECHANICAL CODE AND FUEL GAS CODES AND SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING. INSTALL ALL PLYWOOD rHE 501L OR CONCRETE. GENERAL HANDRAIL AND GUARD NOTES. AND PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION REQUIREMENTS HAVING JURISDICTION. ONLY A LICENSED AND INSURED AT WALLS AS PER DETAILS. STAGGER ALL PLYWOOD JOINTS MINIMUM OF 32" 2, PROVIDE HIDDEN METAL FLASHING WHERE TOPS OF ROOFS MEET MANUAL FOR ONE AND TWO - FAMILY DWELLINGS ray' I. ALL DESIGN, CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND ` T \ PLUMBING CONTRACTOR SHALL PERFORM ALL PLUMBING WORK, v WHERE POSSIBLE. VERTICAL SURFACES. 5. ALL ELECTRICAL WORK SHALL CONFORM TO THE THE 2020 RESIDENTIAL CODE OF 3. PROVIDE LEAD COATED COPPER FLASHING AROUND ALL CHIMNEYS, GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR. ALL 5. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE. H PROVIDE SKYLIGHTS AND WHERE 51DES OF ROOF MEET A VERTICAL SURFACE, ALL HANDRAIL5 AND GUARDS 5ALL BE IN ACCORDANCE WITH R311, R312 AND R301,5 M V NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS DESIGN CRITERIA: HAVING JURISDICTION. ONLY A LICENSED AND INSURED ELECTRICAL DOUBLE FLOOR J015T UNDER ALL PARALLEL PARTITIONS UNLESS OTHERWISE FLA5HING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4" FROM THE ROOF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. a NOTED. UNLESS NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURERS LOD Y LIVE A 40 SF: CONTRACTOR SHALL PERFORM ALL ELECTRICAL WORK. SPECIFICATIONS. 2 PROVIDE HANDRAILS ON OPEN 51DES OF ALL STAIRS AND STEPS HAVING O V 6. PROVIDE SOLID BLOCKING OR IX3 CRO55 BRACING IN ALL FLOOR JOIST DEAD LOAD 20 PSF: A. PROVIDE METAL DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIA TWO OR MORE RISERS. PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 30" 6. ALL CONSTRUCTION 5HALL BE BASED ON THE DIMENSIONS AS INDICATED BAYS AT MID SPAN OR AT A MAXIMUM OF V-O" O.G. WHICH EVER IS LESS.IN THE DRAWINGS. VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BOARDS, RAKE BOARDS AND OVER ALL WINDOWS, DOORS AND OPENINGS OR OR HIGHERROOF SNOW LOAD 30 PSF:ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED �I r3 U BEFORE THE START OF THE WORK. DO NOT SCALE DRAWINGS FOR DIMENSIONS. THEIR TRIM, OTHERWISE. 7. PROVIDE HORIZONTAL SOLID BLOCKING AT ALL EXTERIOR WALLS AND WIND LOAD 130 MPH H_ 7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INTERIOR PARTITIONS AT A MAXIMUM OF 5'-O" O.G. VERTICALLY UNLESS 5. PROVIDE SEAMLESS METAL PANS IN EITHER LEAD COATED COPPER OR STAINLESS STEEL UNDER ALL EXTERIOR DOORS AND WINDOWS. u CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE OTHERWISE NOTED. LTa SMOKE ALARM NOTES= F---1 � H WORK. SQUARE FOOTAGES: Q o 0 8. THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY 8. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL GENERAL WALL BOARD NOTES= PROVIDE1. LA M IN EACH OF THE FOLLOWING LOCATIONS CONCENTRATED LOADS AS REQUIRED. o. ONE IN EACH SLEEPING ROOM, RELATE TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING FINISHES, HEIGHTS ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWISE. 1, PROVIDE 5/8" GYPSUM WALL BOARD TO ALL INTERIOR WALLS AND b. ONE OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE Q/ q, PROVIDE SOLID FIRE BLOCKING OVER ALL CONCEALED FLOORS AND VICINITY OF THE BEDROOMS. Q CEILINGS UNLESS NOTED OTHERWISE. PROVIDE 5/8" MOISTURE RESISTANT = q, ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN CEILINGS OVER ALL BEARING WALLS AND GIRDERS. GYPSUM WALL BOARD IN ALL BATHROOMS. ALL GYPSUM WALL BOARD 5HALL c. ONE ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE BASEMENTS AND CELLARS BUT NOT IN CRAWL SPACES AND UNINHABITABLE ATTICS. PROP. IS-IF FIR. LIVING SPACE: 259 s.f. U RECEIVE MINIMUM OF ONE GOAT OF TAPE AND THREE COATS OF SPACKLE. 00 MANUFACTURERS SPECIFICATIONSAND INDUSTRY STANDARD PRACTICE. ALL 10. PROVIDE GALVANIZED METAL CONNECTORS, NAILING, AND FOUNDATION IN AREAS OF A SPLIT LEVEL AND WITHOUT AN INTERVENING DOOR BETWEEN THE N MATERIAL AND PRODUCTS SHALL. BE NEW AND FREE FROM DAMAGE. s ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL ANCHORAGE AS PER DETAILS. ALL NAILS, SCREWS, BOLTS AND CONNECTORS TO 2. PROVIDE /e CEMENT BOARD AT ALL WET AREAS WALLS, CEILINGS, DECKS 10. ALL CONSTRUCTION SHALL BE LEVEL, PLUMB AND TRUE UNLESS NOTED BE HOT DIPPED GALVANIZED, PROVIDE APPROVED METAL CONNECTORS FOR ALL AND LEDGES TO RECEIVE TILE OR STONE. SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS m U a, ' LE55 THAN ONE FULL STORY BELOW THE UPPER LEVEL. M OTHERWISE. ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS FLUSH FRAMING CONNECTIONS A5 REQUIRED FOR THEIR SIZE AND USE UNLESS • I/'1 3. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD SHOWN UNLESS NOTED OTHERWISE. NOTED OTHERWISE. AT ALL WALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT 2. ALL ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT PRODUCING EQUIPMENT. THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE !" ti tl, THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, 11, REFER TO NAILING SCHEDULE PROVIDED IN DRAWINGS. NAILING NOT DWELLING. THE ALARM 5HALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHORING, BRACING, INCLUDED IN THE 5CHEDULE 514ALL BE IN CONFORMITY WITH TABLE R602.3(1) OF A. PROVIDE ONE LAYER OF APPROVED 5/8" FIRE RATED GYPSUM WALL BOARD BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. PROTECTION, OF LIFE AND PROPERTY OR FOR THE SAFETY PRECAUTIONS AND THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF t AP 2001 WOOD AT ALL INTERIOR WALLS COMMON TO GARAGES. PROGRAMS IN CONNECTION WITH THE WORK AND AL50 NOT RESPONSIBLE FOR FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO STORY DWELLINGS. 5• PROVIDE ONE LAYER OF 5/8" APPROVED FIRE RATED GYPSUM WALL BOARD 3. ALL SMOKE ALARMS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE PROVI51ON5 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND THE THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. THE ARCHITECT IS NOT RESPONSIBLE FOR THE 12. ALL FRAMING TO BE EXPOSED TO THE WEATHER AND IN CONTACT WITH OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. BASEMENTS. • • ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR ANY OF THE CONCRETE, MASONRY, STONE OR GROUND SHALL BE APPROVED TREATED THIRTY A. WHEN INTERIOR ALTERATIONS, REPAIRS, ADDITIONS OR CONVERSIONS ZONING CLASSIFICATION: SUB-CONTRACTORS OR ANY PERSON PERFORMING THE WORK. YEAR MATERIAL. OCCUR OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED THE ENTIRE 13. ALL DECK JOISTS SHALL BE ACQ AT 16" O.G. AS PER PLAN. GENERAL GARAGE NOTES= DWELLING SHALL RECEIVE SMOKE ALARMS AS REQUIRED FOR A NEW DWELLING, THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD WIRED. ZONE GENERAL EXCAVATION « BACK FILLING NOTESs 14, CATHEDRAL ROOF TYPICAL CONSTRUCTION ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND ATTIC PROVIDE ASPHALT ROOF SHINGLE5 WITH #30 FELT OVER 60 MIN, GRADE 'D' BUILDING ABOVE THE GARAGE 5HALL NAVE'; A MINIMUM OF A 9/, HOUR FIRE RATED 5. PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM 1, EXCAVATE ALL AREAS AS INDICATED ON THE DRAWINGS. ALL PAPER ON 3/A" EXTERIOR SHEATHING OVER RAFTERS A5 PER THE PLAN AT 16- O.G. WITH FRAME AND OPENING PROTECTIVE. ALL OPENING PROTECTIVE SHALL BE AS PER THE SUFFOLK COUNTY HEALTH DEPARTMENT AND ALL OTHER AUTHORITIES EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED TO ACHIEVE CLEAN BATT INSULATION BETWEEN, COVER WITH 5/6" GYPSUM WALL BOARD TAPE AND SPACKLE PROVIDED WITH AN APPROVED SELF-CLOSING DEVICE. HAVING JURISDICTION. O UNDISTURBED VIRGIN SOIL WITH STABLE M015TURE CONTENT AND NON-SHIFTING WITH THREE COATS. PROVIDE A MINIMUM OF I" AIRSPACE BETWEEN THE ROOF AND NON-SHRINKING SOIL CHARACTERISTICS. THE ARCHITECT HAS PREPARED SHEATHING AND THE INSULATION. �T SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING I 5. TYPICAL ROOF CONSTRUCTION GENERAL LIGI-•IT, VENTILATION 4 HEATING NOTES THE DRAWINGS AN D 5 CAPACITY OF TWO TONS PER SQUARE FOOT. IT IS THE SOLE RESPONSIBILITY OF a, PROVIDE ASPHALT ROOF 54INGLE5 WITH 60 MIN. GRADE 'D' BUILDING PAPER v ENERGY NOTES= THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING CAPACITY OF THE SOILS 5/4" EXTERIOR SHEATHING SYSTEM OVER ROOF RAFTERS AS PER PLAN, ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY CERTIFIED BY A 1. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING f� 16, TYPICAL EXTERIOR WALL CONSTRUCTION AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL I, THE ARCHITECTS CERTIFIES THAT TO THE BEST OF W15 KNOWLEDGE BELIEF O V L NEW YORK STATE LICENSED ENGINEER. THE CONTRACTOR 5HALL NOT START VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER AND PROFESSIONAL JUDGEMENT THE DRAWINGS AND SPECIFICATIONS ARE IN o. PROVIDE SIDING AS PER ELEVATIONS OVER 60 MIN. WORK WHERE THE TEST INDICATES A SOIL BEARING CAPACITY OF LESS THEN ONE GRADE 'D' 'BUILDING PAPER ON 5/8" EXTERIOR SHEATHING SYSTEM OVER 2x(. APPROVED OPENINGS TO THE EXTERIOR AIR OF THE BUILDING. SUCH OPENING COMPLIANCE TO THE 2015 ENERGY CONSERVATION CONSTRUCTION CODE OF WALL STUDS ACCORDING 70 PLAN AT I6" O.G. WITH BATT INSULATION PER NEW YORK STATE. I AND ONE HALF TONS PER SQUARE FOOT. THE CONTRACTOR SHALL BE PLAN, 5/8" GYPSUM WALL BOARD TAPE AND SPACKLE THREE COATS. SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READY RESPONSIBLE FOR NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND CONTROLLABLE BY THE BUILDING OCCUPANTS. 2• ALL CONSTRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL AND SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS LIST OF DRAWINGS b. EXTERIOR WALLS- NOTCHI`6 AND BORING. SPECIAL SYSTEMS 5HALL MEET THE INTERNATIONAL ENERGY CONSERVATION CODE I. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN 2. THE MINIMUM OPEN ABLE AREA 70 THE EXTERIOR OF 7HE BUILDING (2010 EDITION) AS ADOPTED BY NEW YORK STATE AND THE REQUIREMENTS FROM THE ARCHITECT, THE MIDDLE 1/3 OF THE STUD LENGTH, NOTCHES IN THE OUTER 1/5 5HALL BE 4% OF THE FLOOR AREA BEING VENTILATED. OF THE RES CHECK REPORT OF THESE DRAWINGS, -.... OF THE STUD LENG7H SHALL NOT EXCEED 25% OF THE STUD DEPTH, iT iii ��••• 2. ALL B 3. THE DESIGN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS 15 THE REQUIRED HEIGHT,BACK FILL SHALL BE GLEAN GRANULAR FILL BROUGHT TO THE II, BORED HOLES SHALL NOT EXCEED 40% OF THE STUD DEPTH AND GENERAL GLAZING NOTES= SOLE RESP051BILITY OF THE USER OF HIS DOCUMENTS AND HIS CONTRACTORS I;HEET Al GENERAL NOTES H THE EDGE OF THE HOLE SALL NOT BE CLOSER THAN 5/8 H? TO TE UNLESS SPECIFICALLY NOTED OTHERWISE, THE USER OF THESE DOCUMENTS LH 3. NO BACKFILL SHALL BE PERMITTED AGAINST THE CONCRETE FOUNDATION EDGE OF THE STUD. BORED HOLES SHALL NOT EXCEED 60% OF THE 1. ALL EXTERIOR GLAZED OPENINGS IN THE 150 MPH THREE SECOND GUST SHALL BE RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL ly �11 WALLS WITHOUT THE FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO STUD DEPTH WHEN STUDS ARE DOUBLED. WIND REGION 5HALL MEET THE REQUIREMENTS OF THE LARGE MISSILE HVAC PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES k)HEET A2 PLANS/SECTION HAVING JURISDICTION, ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A �I u PREVENT DAMAGE TO THE WALL.. NO BACK FILL SHALL BE PERMITTED WITHIN A III. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAM GROSS SECTION MINIMUM OF TWO WEEKS AFTER POURING THE FOUNDATION WALLS. THE TEST OF ASTM E Igg6 AND OF ASTM E 1806 AND R301,2.1.2 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE NEW YORK STATE PROFESSIONAL ENGINEER. _'HEET A3 ELEVATIONS CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL CONCRETE WORK. c. PROVIDE 2x6 STUDS AT 16" O.G. FOR ALL EXTERIOR WALLS UNLESS NOTED �/�^ n OTHERWISE. BY EXCEPTION TO R301.2.1,2. A. THE ARCHITECTS CERTIFIES THAT TO THE BEST OF N15 KNOWLEDGE, BELIEF ` h� A. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTINGS SHALL BE A d, PROVIDE 2x4 STUDS AT 16" O.G. FOR INTERIOR WALLS UNLESS NOTED OTHERWISE. AND PROFESSIONAL JUDGEMENT THE SUBMITTED "RESCHECK" DOCUMENTS MEET 1" MINIMUM OF 3'-0" BELOW FINISHED GRADE. THE MANDATORY ENERGY CODE AND ARE IN COMPLIANCE WITH THE 20113 SHEET A4 STRAPPING DETAILS e. STUDS SHALL BE CONTINUOUS BETWEEN HORIZONTAL SUPPORTS INCLUDING 2, ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF NEW YORK STATE ENERGY CODE. O 5. REMOVE ALL SHRUBS, TREES AND PLANTINGS AS REQUIRED. CONSULT BUT NOT LIMITED TO. GIRDERS, FLOOR DIAPHRAGM ASSEMBLIES, CEILING DIAPHRAGM CLIENT PRIOR TO MOVING ANY SHRUBS, TREES, OR PLANTINGS. SLOPE ALL ASSEMBLIES, AND ROOF DIAPHRAGM ASSEMBLIES. THE 2020 RESIDENTIAL GODS OF NEW YORK STATE FINISHED GRADES AWAY FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE F, FOR DROPPED HEADERS AS PER PLAN, PROVIDE SOLID POSTING AT EACH END. o DRAINAGE AS PER ALL LOCAL BUILDING CODE REQUIREMENTS. g, FOR UPSET HEADERS AS PER PLAN, TECO ALL CEILING J015T OR FLOOR JOIST ON GENERAL EMERGENCY ESCAPE * RESCUE NOTESe GENERAL SWIMMING POOL, HOT TUB 4 SPA BARRIER NOTES* � O BOTH SIDES OF THE HEADER. 1 APPROVED AS NOTED EVERY SLEEPING ROOM AND BASEMENTS WITH HABITABLE SPACE SHALL GENERAL CONCRETE NOTES, H h. LINTEL5 5ALL NOT BE LE55 THAN BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE ALL SW H SWIMMING POOLS, HOT TUBS AND SPAS 5ALL BE PROVIDED WITH BARRIERS AS PER DATE'j2323q�oa COMPLY WITH ALL CODES O I, THREE 2x1015 FOR SPANS UP TO 7'-O" APPENDIX G OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROVIDE APPROVED B.P.B I1, THREE 2x12'S FOR SPANS UP TO q'-O" (UNLESS NOTED OTHERWISE.) REQUIREMENTS OF R310 OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE. PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS pp I, LOCAL SOIL CONDITIONS AND/OR LOCAL PRACTICE MAY NECESSITATE � /n NEW YOLK STATE CX TOWN CO A MORE STRINGENT FOOTING AND FOUNDATION WALL DESIGN, CONSULT WITH THE CODE REQUIRES. 5��, " BY I. BOTTOM OF WINDOW AND DOOR HEADERS SHALL BE SET AT 6'-8" ABOVE THE 2. FEE: AS REQUIRED AND CONDITION THE LOCAL CONTRACTOR OR BUILDING INSPECTOR. 501L DESIGN BEARING ROUGH FLOOR UNLESS NOTED OTHERWISE. EXCEPTION- EXTERIOR DOORS (SEE WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE PROVIDED THE NOTIFY BUILDING DEPARTMENT'AT -11 PRE55URE 15 A55UMED TO BE A MINIMUM OF 4,000 POUNDS PER SQUARE FOOT, ELEVATIONS) FOLLOWING MINIMUM DIMENSIONS SHALL BE ADHERED TO, 765-1802 8 AM TO 4 PM FOR THE ' T�E FOLLOWING INSPECTIONS: SOUTHOLD TOWN ZBA 2. CARRY ALL FOOTINGS TO A MINIMUM OF 3G? BELOW GRADE ON TO A FIRM j• MAXIMUM SPANS FOR WINDOW SILL PLATES USED IN EXTERIOR WALLS SHALL a. THE SILL HEIGHT SHALL NOT BE HIGHER THAN 44" ABOVE THE FINISH FLOOR THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 1. FOUNDATION-TWO REQUIRED UNDISTURBED BEARING SOIL. SEE PLANS FOR FOOTING SIZES. NOT EXCEED THE FOLLOWNG SPANS, b. THE MINIMUM NET CLEAR OPENING SHALL NOT BE LE55 THAN 5.7 SQUARE FEET FOR POURED CONCRETE SQUTHOLD TOWN FLANN�t a 3. THE FOUNDATION WALL 5HALL. BE POURED CONCRETE THICKNESS AS I. (1)-2x6 (FLAT) FOR UP TO 7'-0" c. THE MINIMUM OPENING HEIGHT SHALL NOT Bad LE55 THAN 24", 2. ROUGH-FRAMING,PLUMBING, �rcRE ARCy�� NOTED ON THE PLANS (MIN. OF 3000 PSI) WITH REBAR AS SHOWN IN CROSS II,(2)-2x6 (FLAT) FOR UP TO 10'-7" d. THE MINIMUM OPENING WIDTH SHALL NOT BE LE55 THAN 20- SECTION. THE FOOTING SHALL BE POURED CONCRETE, SIZE AS INDICATED ON THE STRAPPING, ELECTRICAL&CAULKING S©UTHOLD TOWN TRUST S C��'. pp,D M. 3. INSULATION Q�' � � M�0 k. PROVIDE �/a" PLYWOOD SUB-FLOOR TYPICAL, 3. PLANS WITH 325 REBAR IN THE LOWER I/3 OF THE FOOTING PER FOUNDATION WHERE THE OPENINGS ARE AT GRADE FLOOR THE MINIMUM NET CLEAR 4. FINAL-CONSTRUCTION&ELECTRICAL N.Y.S.DEC WALL CROSS SECTION, I. FOR LEDGER BOARDS USE ONE SIZE LARGER THAN THE JOIST SPECIFIED. FASTEN OPENING SHALL BE 6.0 SQUARE FEET. MUST BE COMPLETE FOR C.O. TO WALL WITH %°m D1AME-ER CARRIAGE BOLTS AT 12" O.G. STAGGERED, TEGO ALL 4 ALL CONSTRUCTION SHALL MEET THE A. (I)-2x6 ACQ SILL PLATE OVER: COPPER TERMITE SHIELD AND SILL SEAL. WHERE THE EMERGENCY ESCAPE AND RESCUE OPENING FINISH SILL REQUIREMENTS OF THE CODES OF NEW f s+• ,f f ,• / J015T ro LEDGER BOARD. YORK STATE. NOT RESPONSIBLE FOR TrJ`s I'r"ACAR0r,.G►Z:.Q.1I'tED HEIGHT I5 BELOW THE ADJACENT GROUND ELEVATION THE OPENING 5HALL BE 5. /p°m DIAMETER X 16" LONG GALVANIZED ANCHOR BOLT AT A MAXIMUM m, PROVIDE GIRDER PER PLAN ON 3%2°m DIAMETER STEEL COLUMN ON POURED PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH R310.2 OF THE DESIGN OR CONSTRUCTION ERRORS. � �4186� OF 33" O.G., 12" FROM EACH BOARD END AND AT LEAST TWO PER CORNER.6. PROVIDE I" CONTINUOUS RIGID INSULATION FROM GRADE DOWN TO CONCRETE FOOTING A5 PER PLAN UNLESS NOTED OTHERWISE. PLUi�'IBEE�CERTIFt':/6aTtOt'� 2020 RESIDENTIAL CODE OF NEW YORK STATE. TFOF N��0 �- ' FOOTING ALONG THE PERIMETER OF ALL HEATED SPACES. ON LlEAD/�CONTMIT BEFORE CLCCTft►C�L 7, DAMP t WATERPROOF FOUNDATION WALL WITH SPRAY-ON CENT/E-IC-AX C, OF OCCUL'ANC WATERPROOFING BY RUB-R-WALL OR EQUAL. ►NISPECTION REQUIRED OLDEN: UCrD 1C I V,"ATER 8, FINISH SLAB 514ALL BE A MINIMUM OF 4" THICK POURED CONCRETE ON SU€'PLR°.''aYSTEP!, CANNOT UNDISTURBED SOIL OR 4" THICK COMPACTED SAND TO q5% RELATIVE DENSITY, DO NOT P^Z?CI,:.SD WITH EXCEED 2J10 OF 't°l� LEAD. q. ALL CONCRETE FOOTINGS, PIERS, FOUNDATION WALLS AND SLABS SHALL FRAM.NG UNTIL SUIVEY HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3,000 PSI AT 28-DAY TEST. OF FOUNDATION LOCATION EXCEPT PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER AND HAS BEEN APPROVED. GARAGE FLOOR SLABS SHALL HAVE MINIMUM ULTIMATE COMPRESSION STRENGTH OF 3,500 P51 AT 213-DAY TEST. NO ADDITIVES SHALL BE PERMITTED TO PLUMBING THE MIX EXCEPT WARM WATER. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT SHALL NOT BE LESS THEN 5% AND NOT MORE THEN 7% OF THE ALL PIER BIND WASTE No. Date Title �,� �.O�,�OtO�'� .t1L1��S &WATER LINES NEED REVISIONS: CONCRETE VOLUME. 41 �� F� TESTING BEFORE COVERING D,1 s�..!fyl�d S C,vj g/�er 10. ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING. � � � Energ'y'�CadC Drawn By: 11, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACd . 318 AND ASTM C1157 REQUIREMENTS. Date: 4/q/22 12. ALL CONCRETE STEEL REINFORCEMENT SHALL BE NEW BILLET STEEL CONFORMING TO THE LATEST ,ASTM A-615 GRADE 60. BIW tf is door f.l � [�� C Drawing No.:l 13. CONSTRUCTION JOINTS IN THE CONCRETE 5HALL NOT BE PERMITTED „ `� ♦�y WITHOUT APPROVAL AND DETAILS PROVIDED BY THE CONTRACTORS NEW YORKytdLaidVrl� STATE LICENSED ENGINEER. • tetin�r�qulrCd, P,(f+,_rj; W. ALL STEPPED FOOTINGS 514ALL. NOT BE GREATER THAN (1) VERTICAL/ (2) T •,rty 7� f HORIZONTAL. { OF 4 SHEETS DN 6i_py4" � 6i_5�4" DECK — — — — — — — — — — — — — — — — — — — — — — — — N T. — — — — — — — — — — A41 to BATHI _ °1n I ' W o w '� EXISTING 0 EXISTING I MASTS 3� I °�. U cL II I I BEDROOM BEDROOM I BEDR M W I I I m o W w LN �� z � I I I2'_py2�� 5y:2 ow I x 2"x10" R.R. �D (~ I SUNROOM I I I I k O � = I � AREA CALCULATIONS d iv ry+ 2sx6a PKT. N I lu _ _ _ _ _ _ _ L CL 561, W I _ EXIST'G. FIRST FLOOR 1, 04G S.F. 00 ZDN 3'-2" = 2 - 5'- " �' °I r I 04q S.F. NEW FIRST FLOOR 25G S.F. ' �./ ' VERIFY ALL GO 3y2u I IQ Orq I I CONDITIONS I sD D I - EXISTING TOTAL FIRST FLOOR 1, 3OB S.F. 26G S.F. NEW I `. I I - - - - - - - - - Q s R. 6 m I TOTAL BUILDING AREA I, 308 S.F. q I EXISTING I W LIVING ROOM / In REF. " ir EXISTING FF I p —4 J KITCHEN }.� ( -2"x10" __ _ _ - - - - F-�� L — — — — — — — — — — — — D W SINK RANGE III 2103 6 T 10 3(o I I n �- r - � - - , EX. O w I— — — — — — — — — — — — — — — — — — — — — DN V1 12'—6" NOTE= iVERIFY ALL EXISTING CONDITIONS AND CLEARANCES FIRST FLOOR PLAN PRIOR TO CONSTRUCTION. NOTIFY ARC+-IITECT OF DISCREPANCIES. ~� NOT RESPONSIBLE FOR C1-IANGES I"IADE WITI-TOUT NOTIFICATION. SCALE: 5,4 - - - - - J _ I I I I I co Q t14 REBAR-1a" LONG TOP it BOTTOI"I 2'XIO" R.R. @ 16 O.G. I I O DRILL INTO EX. FED, & EPDXY TJI 230 x G% " SET -1 0 I "IN. OF 6" � @ 16" O. . 2 � W 12 A8 I INTO FND. WALL I%2 I (TYP.) T.O.P. EXISTING NEW I IQ BASEMENT Q GRAWLSP GE (3)-2"xl2" "DR. I VERIFY ALL I WIN OW WELL MASTER I CONDITIONS BEDROOM EXIST. _ _ ♦ - - _�- (2)-F.J. I HOUSE TJI 230 (:; _I%2" F.J. I I- T T @ 16" o.c. I I I I II I cv _ S_2 3/,q" PLWD. SBFLR. Ag I I I I UP I ROUGH IST FL. I L I I I S�9T 04186A L T.O.F. - I I - - GRADE I I \ry I 6 x CRAWLSPACE J II I o I - II —I T.O.F. I I N L - - - - - - - - - - - - - - - I I I to I I I No. Date Title — L REVISIONS: SU I LDI NG SECTION I ( \ � - - - - - - / Drawn By: RMl"I -O" I I — — — — -1 Date: 4/B/22 L — — — — J Drawing No.: FOUNDATION PLAN SCALE: 4"-I'-0" A2 OF 4 �HRF,T� U M O � a BLIND r-lETAL FLASHING (TYP) L.G.G. FLASF—ZING L.G.G. FLASI•—ZING EXIST. C� I-IOUSE i2 HEAD FLASI—ZING W EX,� � (TYP) HEAD FLASHING — — — — — — — — — — — — — — — — W x 12 (TYP) O O LLI I a � � x W a 103 O.W. �it l03W N O� 00 W W k W O III Hill IIIIIII III 11H III IIIIIII II E� U O � GRADE A1N281 WINDOW W ELL FRONT ELEVATION (WEST) I - - - - - - - - - - - - - - - - - - - - W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W SCALE: P4"—I'—O" o z SCALE= 4"—I'—O" EXISTING NEW ADDITION O � a r L.G.G. FLASHING , O HEAD FLASHING l O (TYP) 1%2 12- 1� A I III Hill III Ll IIIIII Hill m LLI ED ARCy\ H 11 1 1 1 11 1 1 1 1 11 11 1 1 1 11 IfLJ L II III I III Hill III Hil III llll ;p� I Gfi 3� 04186� FOF NE`1I REAR FEL EVAT I ON ( BAST) SCALE: Y4"—I'—O" NEW ADDITION EXISTING oo No. Date Title REVISIONS: Drawn By: Rl"I M Date: 4/8/22 Drawing No.: A3 III OF 4 SHEETS INSTALL 'SIMPSON NAILING SCHEDULE MINIMUM ROOF LIVE LOADS STRONG TIE" LSTA (IN POUNDS-FORCE PER 5OUARE FOOT OF HORIZONTAL PROJECTION) RIDGE TENSION STRAP 16" O.G. FROM TABLE 2 OF THE AMERIGAN WOOD COUNCIL 130 MPH EXPOr'URE 8 BY SII"IPSON STRONG TIE TIES @ EA. END WFCM GUIDE GUIDE TO WOOD FRAME CONSTRUCTION IN HIGH WIND AREAS 1 1/4" X 16" 20 GAUGE WIT1-1 OF 14DR. FOR ONE- AND TWO- FAMLIY DWELLINGS 2020 EDITION TRIBUTARY LOADS (4) SD COMMON NAILS EACH SIDE N AREA IN SQUARE FEET 0 FOR ANY STRUGTUR L JOIST DESCRIPTION NUMBER OF NAILS NAIL SPACING MEMBER HEADER AS NOTED N V ROOF SLOPE O TO 201 TO OVER RAFTER FRAMING 200 600 600 ROOF RAFTER 0 16" O.G. FLAT OR RISE LESS THAN 4 INCI TES PER FOOT o cl DOOR OR WINDO -1 RoFter to Top Plate (Toe-nailed) o AS NOTED Woll height 6 ft. 3-8d?# per rafter (113) 20 16 o Wall height cl - 10 ft. 4-8d?4 ?$ per rafter 16 O Ceiling Joist to Top Plate (Toe-noiled) R15E 4 INCHES PER FOOT (113) TO LESS Wall height 8 ft. 3-8d?# ?$ per joist THAN 12 INCHES PER FOOT (111) 16 14 14 Wall height "I - 10 ft. 4-8d?# ?$ per joist ROOF RIDGE RISE 12 INCHES PER FOOT (I,I) AND O Ceiling Joist to Parallel RoFter (Foce-nailed) ROOF Spon (ft.) GREATER 12 12 12 EE 12 20 28 36 3:12 Roof Slope @ IG" o.c. 5-16d 8-I6d II-16d 14-I6d �' l 4:12 Roof Slope @ 16' o.c. 4-I6d 6-I6d 8-I6d II-Ibd each lop V 5:12 Roof Slope @ IG" o.c. 3-16d 5-I6d 7-16d q-I6d each lop MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Q1 M O 7:12 Roof Slope @ 16' O.C. 3-16d 4-I6d 5-I6d 6-I6d (IN POUNDS PER SQUARE FOOT) C., e '� g112 Roof Slope @ 16' o.c. 3-I6d 3-I6d 4-I6d 5-I6d �- S , R I DG•E ST RA I= I2:12 Roof Slope @ 16" o.c. 3-I6d 3-I6d 3-I6d 4-I6d N.T.S. Ceiling Joist Lops over Partitions (Foce-noiled) Roof Spon (Ft.) USE LIVE LOAD O � 12 20 215 36 TYPICAL DETAIL Cm " EXTERIOR BALCONIES e-O V EXTERIOR HEADERS 3112 Roof Slope @ Ib 5-I6d 8-Ibd II-I6d 14-Ibd DECKS 4:12 Roof Slope @ 16" ox, 4-Ibd 6-I6d 8-Ibd II-I6d each lop 40 Z � N,T•S• 5:12 Roof Slope @ Ib' o.c. 3-I6d 5-I6d 7-I6d q-Ibd each lop ATTICS WITHOUT STORAGE 10 7:12 Roof Slope @ 16' o.c. 3-I6d 4-I6d 5-I6d 6-I6d ATTICS WITH STORAGE U 20 ROOF RAFTER g:12 Roof Slope @ 16" o.c, 3-I6d 3-I6d 4-I6d 5-I6d � Q 1202 Roof Slope @ 16" o.c. 3-I6d 3-16d 3-I6d 4-I66 ROOMS OTHER THAN SLEEPING ROOMS 40 SLEEPING ROOMS 3O O Collor Tie to Rofter (Foce-nailed) 6-8d per tie Blocking to RoFter (Toe-noiled) 2-8d each end hh•+�-II FJ•1 Q %"(P x 12" L. x 3'-0" O.C. ANCHOR Rim Board to RoFter (End-nailed) 2-I6d each end d BOLTS W/ 3"x3" SO. STL WASHER. (1'-0" FROM CORNERS) WALL FRAMING AS PER TABLE 4 00 i Top Plate to Top Plate (Foce-nailed) 2-I6d?! per foot N TABLE R301.2(1) TOP PLATE Top Plates at Intersections (Face-naled) 4-I6d joints - each side CLIMACTIC AND GEOGRAPHIC DESIGN CRITEF Stud to Stud (Foder (F oilecl)re-no 2-I6d c. o.c. W1ND DESIGN SUBJECT TO DAMAGE FROM r l 0 Header to Header (Fore-noiled) Ibd I6" o.c. along edges GROUND SEISMIC � M SNOW 5PEE TOPOGRAPHI SPECIAL WIN WIND-BORN DESIGN FROSTLIN P4 O IN INSTALL "SIMPSON STRONG-TIE" LOAD (MPH EFFECTS REGION DEBTS ZON CATEGOR WEATHERIN DEPTH TERMITES DECAY H-2.5 CLIPS C@ 16" O.G. W/5-Sd NAILS Top or Bottom Plate to Stud (End-nailed) 2-I6d per 2x4 stud H� Q 25 P5F 130, NO NO I B SEVERE V-0" MODERAT SLIGHT TO M 3-Ibd per 2x6 stud 4-I6d MPH per 2x8 Stud TO HEAVY MODERATE SIMPSON STRONG TIE MTS12 Bottom Plate or Floor joist, Bondjo6t, 0 1 1/4" X 16 GAUGE STRAP W/ Endjoist or Blocking (Face-noiled) 2-I6d ?! ?@ per foot SIMPSON BEARING (4) ad GOI"II"ION NAILS ((5) ad COMMON NAILS IN GARAGE) INTO FLOOR FRAMING PLATE BP 3/4 THE ROOF RAFTER it (4) ad Joist to Sill, Top Plate or Girder (Toe-noiled) 4-8d per joist HEADER AS NOTED COMMON NAILS GARAGE() ad G0 EMOWALL Bridging to Joist (Toe-noiled) 2-Sd each end ON PLANS GLAZING PROTECTION FROM WIND—BORNE DEBRI NAILS IN STUD. Blocking to Joist (Toe-noiled) 2-6d eoch end SIMPSON POST W Blocking to Sill or Top Plate (Toe-noiled) 3-Ibd each block CAP PC66 NOTE: PROVIDE STRUCTURAL WOOD PANELS WITH A MINIMUM THICKNESS OF u Ledger Strip to Beam (Face nailed) 3-I6d each joist IL—THREADED ROD ''4." AND A MAXIMUM SPAN OF B'-O" FOR EVERY WINDOW. PANELS Wm °I Joist on Ledger to Beom (Toe-noiled) 3-8d per joist II SHALL BE PRE-CUT TO COVER THE GLAZED OPENINGS, LABELED, WITH HOLLOW LOAD APPROPRIATE ATTACHMENT HARDWARE, ATTACHMENT HARDWARE M /� Bond Joist t0 Joist (End-noiled) 3-I6d per joist SHALL BE PROVIDED IN ACCORDANCE WITH THE CHART BELOW. S2 1 I T!��2 D ETA I L Bond Joist to Sill or Top PLote (Tou-noiled) 2-I6d?l per foot II BEARING COLUMN ROOF SHEATHING J� � N•-T-.c�• FASTENER TYPE FASTENER SPACING � 1� Structural Panels ad 6" EDGE/ 6' FIELD PANEL SPAN PANEL SPAN PANEL SPAN Diogonol Board Sheathing 5 4 -0 • '0.: I"xb" or I'x8' 2-8d each end 2'/a" :d6 WD. SCREW n 1"xIO" or wider 3-8d each block II V ! •'�`. ' CEILING SHEATHING ' 16 16 12 I o" INSTALL "SIMPSON STRONG-TIE" " II 0o MSTA36 STRAPS 0 1611 O.G. a' Gypsum Wallboard 5d coolers 7" edge / 10" field / . o SECURE WITH 26- IOd NAILS 8 o WALL SHEATHING SIMPSON POST 0" Sheathing Pressure E Nailin DECK HEA ER O see Simplified Wall A5 PER PLAN BASE PC66 T^ Structural Panels 8d v 1 00 Fiberboard Panels Zones this page.) WOOD FASTENERS AS NOTED 7/I6" 8d 3' edge / 6" Field DECK SIMPSON IN SGUEDULE ABOVE0. IL••�•�' W 25/32"NALL—TO—FND. CONNECTIONS ad 3' edge / 6" field BASE PB66 P.C. PIER �L� 0 Aq N.T.S. G psum Wallboard 5d cooler 7" edge / 10" Field i GLASSW PLYWOOD As NOTED 1 1 o �J 2"X4" BRAGH OP LARGER SPANS 1��1 Hardboard 8d (see Simplified Wall I I Sheathing Pressure tNailing 1(►—\II Particleboard Panels 8d � zones this page..) Diagonal Board Sheathing I"x6" or 1'x8' 2-8d per support WINDOW SILL INTO" or wider 3-8d per support SII"IPLIFIED WALL SI•-IEATI-IING FLOOR SHEATHING xQ PRESSURE 4t NAILING ZONES Structural Panels Z S�1" HOLLOW COLUMN TIE-DOWNS or less ad 6" edge / 12" field /// greater than I" IOd 6' edge / 6" field T\—I N.T,S. PLYWOOD STORM PANEL Diogonol Board Sheathing SHUTTER" DETAIL r J n 1"xb" or I"x8' 2-8d per support T/1 o u V/ 1'k10" or wider 3-6d per support V�1 .0 o. ?! Noiling requirments are based on wall sheathing nailed G" on-center at the panel edge. If wall sheathin o is nailed 3" on-center at the panel edge obtain higher shear capacities nailing it be for c1 O /,^ o• I ® structural members shall be doubled, nr alternate connectors, such as shear plates,s, shall be used to W '" maintain the load path. Q °o I I ?@ When wall sheathing is continuous ow connected members, the tabulated number of nails shall be NOTE- THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE AMER F--I 0. ® I a permitted to be reduced to I-I6d nail per foot. FOREST AND PAPER ASSOCIATION (AF * PA) WOOD FRAME CONSTRUCTION MANUAL < " © I FOR ONE AND TWO FAMILY DWELLINGS, ICI95 SBG HIGH WIND EDITION,SECTION 2. C I"Is rA36 D ETA I L /J�� /-/�� N.T.5. ETC. ENTIRE 1'-0' I'-O` 1'-O' 1'-O' 1'-O' I'-O' f. BEAM LENGTI-I WALL SHEATHING NAILING SCHEDUL 8 ZONE 5 ZONE (o O !1 �-- MULTIPLE MICRO-LAM MEMBER AS J STEEL FLITCW PLATE \�` PQ M. M FC INSTALL "SIMPSON STRONG-TIE" FIELD NOTED ON PLANS (IF INDICATED ON PLANS) r� H-ro TIES V 16" O.G. W/8-ad NAILS 4" O.G. 8" O.G. I (v U O pis"m BOLTS W/LOCK WASI-IERS EDGE 3" O.G. 4" O.G. 1 � INSTALL "SIMPSON STRONG-TIE" EXISTING I MICRO—LAM / FLITCH PLATE BOLTING DETAIL I c;,z,,'''.�• LTP4 ANCHORS CID 16" O.C. W/ ROOF •i ALL %" EXT, PLYWOOD WALL SHEATHING TO BE SECURED 12- ad NAILS WITH Gd COMMON NAILS- 2" x IQ," GA. - PATTERN AS I N.T.S. 04186'\ INDICATED ABOVE. ALL MULTIPLE MICRO-LAM MEMBERS AND FLITCH BEAMS TO • r o O I O 3" V.T.R.,I1 SE BOLTED AS SHOWN. EOF N ROOF °. N."O x 12" L. x 3'-0" O.G. ANGI-IOR BOLTS W/ 2"x2" 50. STL WASI-TER. I 211 — SIP (1'-0" FROM CORNERS) r LTP4 AS PER TABLE 3.2A 4: 3.213 GOI"IPOUf"IBERS IINDI TDEDNAIL NAILING ZONES ZONE i 211I 211I 211I 2" LTPA AV. a WC I W.M. — — — — 4 - - - rO 1ST FL, Ir' suwR ROOF SHEATHING NAILING SCHEDULE � O3" 2" 21' ZONE I ZONE 2 ZONE 3 ZONE 4 311 311 FIELD all O.C. 12 O.G. 31, O.G. 4 O.G. Nol Date 11 Title EDGE II F,A,I, DaMEVISIMS: 4" 311 O.G. 6" O.G. 3" O.G. 3" O.G. rs4 FLR. —TO— FND. CONNECTIONS BASEMENT REVIStONS- ALL. %2" EXT• PLYWOOD WALL SHEATHING TO BE SECURED Drawn By: WITH Sd COMMON NAILS- 2%2" x 10%," GA, - PATTERN AS Drawn By: Rr II"I INDICATED ABOVE. ROD � FLAN �� G.O. G.O. TO AN APPROVED Date: FOR ADDITIONAL STRUCTURAL NAILING REQUIREMENTS G.O. SANITARY SYSTEM ate: 4/q/22 REFER TO "FASTENERS SCHEDULE FOR STRUCTURAL NOTE: PROVIDE CONTINUOUS LOAD PATS--I CODE - TABLE R-602.3 (I) OF THE RESIDENTIAL Drawin No.: CODE OF NEW YORK STATE. FROI"I RIDGE TO FOJNDATION. N.T.S. C.I,H,T, Drawing o.: FLU I"i8 I NG RISER D I AGRAI'l A—A-IF NTS OF 4 SHEETS