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Home My WebLink About48738-Z ��o��gtlEFOIKcOG Town of Southold 4/28/2023 P.O.Box 1179 o - � 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44058 Date: 4/28/2023 THIS CERTIFIES that the building . ALTERATION Location of Property: 1125 Ole Jule Ln,Mattituck SCTM#: 473889 Sec/Block/Lot: 122.40-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/1/2022 pursuant to which Building Permit No. 48738 dated 1/17/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory gpartment with outdoor shower to existing accessory building as applied for per ZBA#7698SE, dated 11/17/2022. The certificate is issued to Doorhy,Joseph&Darla of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0857 12/23/2022 ELECTRICAL CERTIFICATE NO. 48738 4/12/2023 PLUMBERS CERTIFICATION DATED 4/19/2023 n C\Mfquck Plu ng 00o ri Signature o�SUF D c TOWN OF SOUTHOLD BUILDING DEPARTMENT x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48738 Date: 1/17/2023 Permission is hereby granted to: Doorhy, Joseph 1125 Ole Jule Ln Mattituck, NY 11952 To: Construct accessory apartment within existing accessory structure as applied for, per ZBA#7698 and SCHD approval. ,-ti1/25/2023 AMEND-permit to include outdoor shower. At premises located at: 1125 Ole Jule Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 122.-10-2 Pursuant to application dated 12/1/2022 and approved by the Building Inspector. To expire on 7/18/2024. Fees: ALTERATION OF ACCESSORY BUILDINGS $378.40 CO-ACCESSORY BUILDING $50.00 ELECTRIC $125.00 Total: $553.40 Building Inspector �SofFoc TOWN OF SOUTHOLD ��y BUILDING DEPARTMENT ti x TOWN CLERK'S OFFICE "o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48738 Date: 1/17/2023 Permission is hereby granted to: Doorhy, Joseph 1125 Ole Jule Ln Mattituck, NY 11952 To: Construct accessory apartment within existing accessory structure as applied for, per ZBA#7698 and SCHD approval. At premises located at: 1125 Ole Jule Ln, Mattituck SCTM #473889 Sec/Block/Lot# 122.-10-2 Pursuant to application dated 12/1/2022 and approved by the Building Inspector. To expire on 7/18/2024. Fees: ALTERATION OF ACCESSORY BUILDINGS $378.40 CO-ACCESSORY BUILDING $50.00 Total: $428.40 Building Inspector pF SOUTyoI Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devline-town.southold.ny.us Southold,NY 11971-0959 OIyMUNTV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Joseph Doorhy Address: 1125 Ole Jule Ln city:Mattituck st: NY zip: 11952 Building Permit#: 4$73$ Section: 122 Block: 10 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: DAK Electric License No: 5120ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 27 Ceiling Fixtures 6 Bath Exhaust Fan 1 Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures 7 Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 29 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 6 Combo Smoke/CO 3 Transfer Switch UC Lights 0' Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 22 4'LED Exit Fixtures 11 Sump Pump Other Equipment: Mini Split, Gas FP, Fridge, Oven, DW, Micro/ Hood, 200A panel 30 Circuit/ 17 Used Notes: Acc. Apartment -oS:2 Inspector Signature: Date: April 12, 2023 S.Devlin-Cert Electrical Compliance Form Town:Hall Annex Telephone(631)765-1802 54375 Main.Road "° Fax(031)7654502 P:C)..Box 1,179 Southold,NY 1.197- 160959* �f BUILDING DEIPARTNiENT TOWN OF S0btkom Elates Building Permit No-. 411731' Owner;.oS 4�-,p i-t d- c aet'l el I tSc1 C2 o-l�-J —r.. lease print) PK.Plumber: . t... . . .... .. ... (Please print) lcertify that the solder.used.in the water supply systenizontainsless t6n:240:of 1% lead. lumbers Signature) Sworn to before.me this Imo_ day of CHELSEA L. CHALONE Notary Public,State of New York Registration#01CH6287106 `• Qualified In Suffolk County NotaryPixblic, U�p J•Commission Expires Aug.5,20 : �n1I�L.. ;�lanty - Q �j J� -- - --- - --------------- - ---- -- af 50UTyo� -—- — # * TOWN OF SOUTHOLD BUILDING DEPT. cam, 631-765-1802 INSPECT ON [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (�/ 1/�I/1 �Q �l�✓L°i DATE K INSPECTO ho��OF SOUTy�Io _t r ?�" tot jolle �A # # TOW F SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] .ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C2 l< DATE INSPECTOR V ✓ ho�aOF SOGTyO� --- — -- # # TOWN OF SOUTHOLD BUILDING DEPT. courm� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE (J -)0INSPECTOR �o��Of 50UlyOlo �.� //2S Ole Jule L__4 ---- # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR e OF SOUTyOIo TOWN OF SOUTHOLD BUILDING DEPT. i'ourm, 631-765-1802 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ rULATIOWCAULKING FRAMING /STRAPPING [ AL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE Y3 INSPECTOR FIELD ](INSPECTION REPORT DATE COMMENTS rr- FOUNDATION (1ST) y -------------------------------------- acn FOUNDATION (2ND) � 2 INh I(l.� I� y� ss a►� U� AD ocn ROUGH FRAMING& PLUMBING I S N (o Su (M acU ovwcwt/ S r INSULATION PER N. Y. STATE ENERGY CODE A 0 FINAL ADDITIONAL COMMENTS QN is kwa e(gc 2 S , oU ec 1 o34q R �o 112) J m d � N .t z � x d b su�,ocK TOWN OF SOUTHOLD—BUILDING DEPARTMENT Co x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 W-y�oi �ao� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldto=.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 25 Building Inspector: DEC 0 1 202 2 LD 13UILDItdv L)EPT. Applications and forms must be filled out in their entirety. Incomplete TOWN OFSOUTHOLtD applications'will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:11-30-2022 OWNER(S)OF PROPERTY: Name:JOSEPH DOORHY SCTM# 1000-122-10-02 Project Address:1125 OLE JULE LAN E,MATT ITUCK,NY 11952 Phone#:631-445-5526 EmaiI:JOEDOORHY@OPTONLINE.NET MailingAddress:1125 OLE JULE LANE, MATTITUCK,NY 11952 'CONTACT PERSON; Name:JOSEPH DOORHY Mailing Address:1125 OLE JULE LANE, MATTITUCK NY 11952 Phone#:631-445-5526 Email:JOEDOORHY@ OPTONLINE.NET DESIGN PROFESSIONAL INFORMATION: Name:ROBERT JAMES HIGGINS Mailing Address:50 HIDDEN,ACRES_PATH,_WADING_RIVER,NY 11.792 Phone#:631720873351 EmaiI:RARCHIBOB @AOL.COM CONTRACTOR INFORMATION: Name:JOSEPH DOORHY Mailing Address:1125 OLE JULE LANE, MATTITUCK NY 11952 Phone#:6317445-5526 Email: DESCRIPTION OF PROPOSED CONSTRUCTION El New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other ACCESSORY APARTMENT $60.000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property: RESIDENCE Intended use of property:R_ES I D E.NC E--_--_ �- Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes igNo IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print me):JOS E P H DOO R HY ❑Authorized Agent BOwner Signature of Applicant: Date: 04-01-2021 STATE OF NEW YORK) CONNIE D. BUNCH SS: Notary Public,State of New York No.01 BU6185050 COUNTY OF ) Qualified in Suffolk County JOSEPH DOO R HY Commission Expires April 14, 2 Pa'LA being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the OWNER (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of "�" ` ,20 � � '�✓' " Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 s BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson � ® �® 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. ® ., 54375 Main Road(at Youngs Avenue) Nicholas Planamento �� U�IT' � � Southold, NY 11971 http://southoldtownny.gov RECEIVE ZONING BOARD OF APPEALS 8 G 3'L15W) TOWN OF SOUTHOLD Ni0V 2 1 2022 J Tel.(631) 765-1809 WD GO S0uth®ld Town Clerk NOV 2'3 2022 �8U1L01S ?MING ELIBERATIONS AND DETERMINATION U Ly ENING OF MEETING OF NOVEMBER 17, 2022 ZBA Application No.: 7698SE Applicants/Owners: Joseph and Darla Doorhy Property Location: 1125 Ole Jule Lane, Mattituck,NY SCTM No. 1000-122-10-2 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 requirements under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated July 12, 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. REQUEST MADE BY APPLICANT: The Applicant-Owner requests a Special Exception under Zoning Code Section 280-13(B)(13)to establish an Accessory Apartment in an existing accessory structure. The applicant also requests a variance for constructing one full bathroom and one-half bathroom in the accessory apartment where Town Code only permits one full bathroom in an accessory apartment. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 46,043 square foot parcel located in an R-40 Zoning District. The parcel runs 150.00 feet along the westerly property line fronting Ole Jule Lane, runs 300.08 feet on the South side, runs 156.95 feet on the East side, and 300 feet on the North side. The parcel is improved with a two-story frame house and garage, an in-ground swimming pool, a one-sto ,frame garage and a one-store frame accessory building with a roof overhang. All is shown on a survey prepared by Nathan Taft Corwin, III, L.L.S., last revised June 8, 2022. ADDITIONAL INFORMATION: The Board received a letter of support from a neighbor for the special exception application. The applicant is the beneficiary of Certificate of Occupancy No. 43105 dated 5/26/2022 for a non-habitable accessory storage building with unfinished basement and half-bath as Page 2,November 17,2022 7698SE, Doorhy SCTM No. 1000-122-10-2 applied for. The Building Inspector who issued and signed the CO informed the Board that the applicant was told to finish the half-bath because the structure was applied for that way and the CO could not be issued if it wasn't finished. The applicant is also applying herein for variance relief to include both one full bathroom and an additional half bathroom in the proposed accessory apartment. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on November 3, 2022 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and the surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant. In considering this application, the Board has reviewed the code requirements set forth pursuant to Article III, Section 280-13(B)(13) to establish an Accessory Apartment in an Accessory Structure and finds that the application complies with the requirements for the reasons noted below: 1. The Accessory Apartment unit will be located on the first floor of the accessory structure with a conforming livable floor area of 696 square feet,as described and shown on the floor plan signed by Robert James Higgens Architect dated March 14, 2022 and as confirmed by the Building Inspector in a memorandum titled "Verification of Livable Floor Area" dated November 3, 2022, and received by the Board of Appeals on November 3, 2022. 2. The dwelling unit complies with the definition of same in §280-4 of the code and complies with all code requirements as defined in Section 280-13(B)(13) of the Zoning Code except for the proposed floor plan design which shows one full bathroom and one-half bathroom. The Town Code only permits one full bathroom in an accessory apartment, as confirmed by the Chief Building Inspector's written comment in his Verification of Livable Floor Area Memorandum to the Board of Appeals dated July 1, 2022 which states"the accessory apartment shall have no more than one bathroom per town code." The owner confirms that the accessory apartment shall not contain less than 450 sq. feet, and the accessory apartment will not exceed 750 square feet of livable floor area. 3. The applicant herein, owns and resides at the property and will continue to occupy the single family residence as a principal residence in conformance with the code requirements as set forth in Article III, Section 280-13(B)(13)0, 1-4), and as documented by copies of a driver's license, utility bill, property tax bill, and affidavit of principle residence. 4. The occupants of the accessory apartment will be either a family member or a resident who is currently on the Southold Town Affordable Housing Registry, and the occupancy shall not exceed the number of persons permitted, in conformance with the code requirements as set forth in Article I11, Section 280- 13(B)(13)0, 1-4). The tenant of the accessory apartment will be the applicant's daughter, Carly Anne Doorhy, as evidenced by copies of a Residential Lease and a birth certificate. 5. The owners' plans comply with the on-site parking requirements and provide for a total of three parking spaces, as shown on the survey prepared by Nathan Taft Corwin III L.L.S. last revised June 8, 2022. 6. Only one accessory apartment will be on the subject property and no Bed and Breakfast facility, as authorized by Section 280-13(B)(14) hereof shall be permitted in or on premises for which an accessory apartment is authorized or exists. Page 3,November 17,2022 7698SE, Doorhy SCTM No. 1000-122-10-2 7. This conversion shall be subject to a building permit, inspection by the Building Inspector, and annual renewal of the Certificate of Occupancy. REASONS FOR BOARD ACTION DESCRIBED BELOW: 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: 1) The Accessory Apartment, as applied for, is reasonable in relation to the District in which is located, adjacent use districts, and nearby adjacent residential uses. 2) This Accessory Apartment shall be in conjunction with the owner's residence in the Accessory structure, and as proposed will not prevent the orderly and reasonable use of districts and adjacent properties. 3) No evidence has been submitted to show that the safety, health, welfare, comfort, convenience,order of the Town would be adversely affected. 4)The special exception is authorized under the Zoning Code through the Zoning Board of Appeals as noted herein, and issuance of a Certificate of Occupancy from the Building Inspector is required by code before an Accessory Apartment may be occupied. 5)No adverse conditions were found after considering items listed under Sections 280-142 and 280-143 of the Zoning Code. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Dantes seconded by Member Weisman, and duly carried,to GRANT a Special Exception Permit for an Accessory Apartment containing no more than one bathroom; SUBJECT TO THE FOLLOWING CONDITIONS: 1. This Special Exception Permit requires an annual renewal by a Code Enforcement Officer. It is the applicant's responsibility to apply to the Building Department each year to renew the accessory apartment permit. Failure to do so may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception Permit granted herein. 2. This Special Exception permit cannot be transferred to new owners 3. No Building Permit shall be issued for the proposed accessory apartment until the applicant submits a revised floor plan to the ZBA showing no more than one bathroom in the proposed accessory apartment in the subject accessory building AREA VARIANCE RELIEF RELIEF REQUESTED: The applicant requests variance relief for establishing an accessory apartment in a legally existing accessory structure proposed to include one full and one half bathroom where the code only permits one fill bathroom. ADDITIONAL INFORMATION: In ZBA Application No;: SE 7075 (Special Exception)and No: 7076 (Variance) dated September 21,2017, the Board of Appeals rendered a decision for both a Special Exception Permit and related variance relief to construct additions and alterations to an existing 600 square foot accessory barn to establish an 800 square foot accessory apartment with one full bathroom and an additional half bathroom. In that decision the Board denied the relief as requested and granted r Page 4,November 17,2022 7698SE, Doorhy SCTM No. 1000-122-10-2 alterative relief for a 600 square foot accessory apartment containing only one full bathroom without the proposed additional half bathroom, citing that the code only permits an accessory apartment in an existing, not enlarged, accessory structure and only permits one full bathroom in an accessory apartment. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on November 3,2022 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and the surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant: 1 Town Law&267-b(3)(b)(1). The requested relief will adversely affect the character of the neighborhood or be a detriment to nearby properties because Town Code clearly states that accessory apartments are intended to be accessory to the property's principal single-family dwelling's residential use with limited livable floor area and only one full bathroom. The code was created to leverage more dwelling units out of existing accessory structures for rental occupancy by either a family member or a person qualifying for an affordable rental apartment. The intent of these limitations was to avoid the construction of second dwellings on properties in residential zones which would have an adverse impact on the character of single-family residential neighborhoods. The Board of Appeals has consistently upheld these limitations since the inception of the code and has only granted occasional de minimus variance relief from the code permitted maximum livable floor area based upon the Building Inspector's determination of non-compliance, and only for as built accessory apartments that pre-dated the establishment of the code. 2. Town Law§267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance because the code limits the number of bathrooms to only one full bathroom in an accessory apartment. The code does not permit full bathrooms in accessory structures(half-bathrooms with outdoor showers are allowed) unless they are to be used as habitable accessory apartments approved by Special Exception of the Board of Appeals. However,the applicant can convert the existing half bath to a full bath or remove the existing toilet and sink and use them in a full bathroom in the proposed location on the floor plan submitted in order to comply with the standards and limits in the Town Code. 3. Town Law 4267-b(3)(b)(3). The variance denied herein is mathematically substantial, representing 100% relief from the code. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and install an approved Department of Health sanitary system for the proposed accessory apartment. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant applied for an accessory building with a half bath knowing that he always intended, as stated at the public hearing, to use the accessory building as an accessory apartment for his daughter, once a Certificate of Occupancy was obtained. He could have located the half bath in his preferred floor plan location at the time of construction with sufficient room to easily add a shower or tub once approved for the proposed use. 6. Town Law 4267-b. Grant of the requested relief is not the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an accessory apartment. Page 5,November 17,2022 7698SE, Doorhy SCTM No. 1000-122-10-2 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Dantes seconded by Member Weisman and duly carried,to DENY the variance as applied, for the as built half-bathroom in the proposed accessory apartment.in addition to a proposed full bathroom. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision, may result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. In the event that this is a special permit subject to conditions, the approval shall not be deemed effective I ntil such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. Any violations of the conditions, occupancy or other requirements described herein, may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception Permit granted herein. Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Acampora, Planamento and Lehnert. (5-0) Leslie Kanes Weisman, Chairperson Approved for filing / � /2022 Generated by REScheck-Web- 56ftwari Corny. liance Certificate Praject Doorhy Energy Code: 2018 11ECC Location: Mat.tkii New-Y-iork -Construction Type: -Single-family Project Type: -lNew Canigtruction 'Conditionedfloor Area: *0 ft2 Glazing Area 120/0 Climate Zone:: 4 (.5331,HOD.), ,Permit-Date: -Permit-Number: Construction Site: Owner/Agent: Desigper/Contractor: Do.orhy, Robert Higgins.Architect.- 1125,Cilejule-Lane. 1125 olejule Lane 50 hidden acres path mattltuck,NY Mattituck,NY wading rivK,.NY 11792 Maximum UA: 1- Compliance: 4.3%Better Than Code 63 Your UA: 256 Maximum SHGC: 0.40 Your SHGC: 0.29 ThDOES etter or.WorseThan Code Index refiedi dose to cornpliencethe house is b-4sed on code trade off rules. It NOT:provide an estimate of energy use or-cost.rellatilve to a-minimum-code horne. Enviefoge Assemblies- Gross.-Area— cav* -Factor U A, Perimeter 17. Ceiling:Flat Ceiling or Scissor Truss 47r 30-0. 11 0.035. 337 21.0 -0.0 0.048 16 Celliri Cathedral Ceiling Lim 21.'0 0.0 0.'057- 54 'Wall:Wood 21 0.400 8 Door 1:Solid Door(under 50%glazing) so 0300. 24 Door GlaissMoor(ever 50%glazing)- SHGC:•0.30 52 0.030 • 2' -Window::Wood Frame SHGC:.0.03 • 750 19.0 0.0 0.047 35 Floor,All-Wood Jolst/Truss Compliance Statement., The.prolposed building design described h Is onsistent with the buildlng,plans,specifications,.and other calculations submitted with the permit:application.The proposed Ildl g h s been designed to meet the 2018 IECC re uIrements In REScheck Version;.REScheck 7 -Web and to-comply with the mand tory. q ents listed In the REScheck.inspectioni hec Ist. 7,T-1 Robert H1qg11hs Architect Ignature Date Name-Title Project Title:13ocift Report date: 02/19/21 Data filename: Page 14 9 :tioe�v _ eons'/Assume. sec :-;�.'C'orivm rr, '�oirrp •'ice .�: •�rt10 _ ..�:. .�FaurirleEia'ri�ilnejo._4 �- �•;: >s::•;� _ :::;:� protec-tive•covering is•instailed-to ;Complies Y 'Requirement will be met. • LFo9�li)z: }protect exposed exterior Insillation Oboes Not and extends a minimum of 6 In.below;ONot.Observable.: _ '-grade. ;[JNot:Appllcable: ;'3i5now-and Ice-melting system controls�l]Complies ;Requirement will be met. •F"OI��i�'°installed. Does Nof '. �•�� .�"``'��• :[]Not Observabl e Additional Comments/ASSUMptions: 1 h.impact•(Ter 1) 2 MedlurnAmpact,(Tier 2) ;3;,Low Impact•(Tier 3:) Project Title: Doorhy Report date: 02/19/21 Data filenarne: Page 3-of, 9. �•'y� •.1': �'•• 17:. ''�I:,4��-,., Y•a. :.::r ,.':Y+Ci_.:...L;i 1i••�•i�^,5:.} `S � �a'a:;r: .5 �•,.�..,;; -•n:° r .�•C. L"d:r""; _ � � :d'.Oy1lM4.[1t5'-��$5L1I►1p�f�1lS°iy, Mn!"n!" :iiiaugh�f�i�c��ptg1ii4lue: Value:;,;:- P_<y i✓f;. �:<:'?r:;',r :,,,•� � ��:�� • �.�"°" ..;�;,::.,r,�}=a�::`:�:^..s�QComplies• t: :Requirement will•be me „Y are �= ' ' *�•'� 43 Automatic or gravity r'� c:`.,.,:;ii, �: ��`'-°";`'3 •- r••' ti'aC7Does Not ' ' tt'RS•9j?..,�tnstalled on atl'outdbor air � .a.%��,• "•'••.:,:,;.,s�.':y;��='•:'•�;i�;�i.i;� �'� =�"� ,;Intakes and exhausts. •'�_- �?:tea_: r ' �''-•'' •� ,; Not Observable N,. :`�`:r.µn,F=� .�-;%FK: �°-:nth�,:'f.:,•<'y�{{S Y,Y;a ;•-K''r�YiC�` i F::� _��,. ,•�G�.1=i••:k$:y% ,� r,. tK".••.b.0{�Ot� i1C�i�le 'K.i'.;r s '� xwti;4.r.��:;;�a:�-�.�'.,a•='..,z:.�:,.a. a3;,�;>:y: _r�, .PP Additional.Comments/AsSUMP.t OM' 1 ' 1.•High•impact(Ter I-) :;g w'Medium4m.pact.(TIer2) Low Impact:(Ter 3) Project Title: Doorhy Report date: 02/19/21 Rages 5 of 9. Data filename: UM a -value. R- -OComplies S&e.the Envelope Assemblies 402.1.1, Ceiling insulation R _ 402.2.1, Wood F1 Wood []' Does Not table for values. 402.2.2, Steel Steel '[]Not observable 402.2.6 [Flip. E1 Not Applicable- �gq0c-omplles Requirement will be met. 303.1.2.1,.,qeiling-insulation-instalied per 3103,2 ;manufacturer's instructions. []Does Not [FI2]1 Blown.Insulation marked every 'DNot.Observable 300.ft2: A141 ;;[]Not A ppircable ;.,.'QCompIIes Requirement will be met. Ven 0 46 d attics with airperm.eable -.insulat !on-Include-baffie-adjacent to soffit and eave vents that ot observable AppIi?-:abR,_- extends over Insulation 402.2.4 !Attic access hatch and door R-_ R- ,[]Complies ;Requirement will be met._ [F1311 insulation 2A-value of the TIDoes Not adjacent assembly. UNot-observable 'ONot Applicable .40-2-4.12 Blower-daor test L&.50 Pa-<=5 ACH.,50, ACH-.5D.= fleamplies, Requirementwill-he.met [FI1711 !ach In Climate Zones 1-2,and' .[]Does Not --=3 ach in Climate Zones 3-B. ioNot observable ;[]Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfmlloo :[]Compiles ;,Requirement will be met.' [F127]2: !determine air leakage with• ft2- ftp. ',E]Dees Not ;either.Rough-in test.-Total QNot observable Jeakage measured with a ;[]Not Applicable i pressure differential of 0.1-inch w.g.across the-system including :the manufacturer's air handler ,enclosure If Installed.at time of ,.test Postconstruction test::Totat deakage measured with a !ipressure differential,of 0.1 Inch iw..g..across the-entire-system :including the manufacturer's air handler enclosure. -4033.4 I.Duct,tightness test'resuit of.<=,,t cfm/100., cfrnt10o.- -OCompfies: [F14]1 ;'d M4/100 ft2 across the system or fl:2 ;[]Does Not .,-<=3 cfrn/100 ft2wIthout.aIr []Ndt Observable handlef-@ 25° zr:For-.r.oqgh4n 'E]Not Applicable -tests,verification may need to :occur during Framing.Inspection. tom ntwill!be:met 403.3-2:1 :Air handler-leakage designated plies Requtreme [F124]1 ;by manufacturer at<=2%of Does Not Aesign air flow. Observable 1 Not Applicable 403;1 1 iProgrammabl thermostats Requirement will be met. e N ot: installed:for controlief.pnmary, ea .,�h ting and cooling systems and Not Observable initially tl fly set by manufacturer to HS6ble Not Apo .4kode.specifications. 40.11'...' Heat pump thermostat Installedomplies Requirement will be met. ........ Do Not on heat pumps. . . 4: bservable Not 0 ;[]Not Applicable plies Re quirement will be met. ..,. "es 11711 systems have automatic or 11DoNot accessible manual controls, Observable _�wo .,DNot-Applicable- I (High im,paeft.(.Ver.l.) Medium Impact(Tier 2) 3;:Low Impact•(Tier a) J Project Title: Doorhy Report date: 02/19121 Data flename: Page.7 of- 9: .:s'&�'.•�i,"�•e�C`.•', ;,:,' -::>�.Y.,:•�r.�'s.:•.ai.7..iic�,s�oeetT.os�^'.:t,.?'ro�if6:$:��.- .;.,+,:• taa�4/alufe:;:,S„',•:�''r =>' +y:�.Val4zi�t'�e,_;'�..:.',.a-x;r._' ' ��.-.viy r":icti".,.a.+�s.-�57:,::;.�-.�.'',;;.,:.: en'ct t:sA�;,;s£su•=-xrii:C �~a ons� 'I - •��',=�•.:f; ^�r�e�� ,;: _ - <,s;,.�- .'s:.-; � :r >s, m �•:.. �Cofn ltes Requirementwi!,be met. t Manufacturer 4manuals for p ::r��::• � r..�$c^a •s�:er -s.•5y��q:.tri;:• cy,��; � .;,T ' �r��,..,•i.;�:.:zy},<.,�:..t.,r.�•�Y,.:�K:l7Does Not - 1.��18�13rr•.,mechanical and water heating r�,, :;:•,�_�,, ;�r-• :..s,,�-, .. ��systems have been provided. �s.r2 ''' �_':�>; ��^ �-• e.:: '"'� o - �•�:- s :,�., �� ,�>.•; �`�• ©N t Observable �i• - 7 ii�i:v'= -•:coag..av5=:�•n'S`�..r .q P;1r,��''� - '.�..,�_- �� ,:;, •�,,�•;»:'�.t:;., �:, �_,�' a';c:5. ,:��iVot Applicable ��yy Vis:� T'`c'i+:�":.�'�r;>_5 _5';..�w• ,a •-!c'=j:.vx•;_�•�4F.<: Additional Comments/Assumptions: I r 1 yigh,impact{Tier 1) t 'Medium Impact(Tier�) " Low:lmpaet:('n 3) Project Title: Doorhy Report date: 02/19/21 - Data-filename, Page 9 of 9- h . SUFFOLK COUNTY s Office of Wastewater Management Department of Health Services 1 Division of Environmental Quality 360 YAPHANK AVE., SUITE 2C V%APHANK, NY 11980 PHONE:(631)852-5700 FAX: (631)852-5755 INSPECTION LINE: (631)852-5754 f COUNTER HOURS:M-F 9:00 AM-4:00 PM SWITCHBOARD WI W b Address:� PM www.suffolkcountynY•9o� DEC 21 '2022 'AOY13YUNIQFSOpUHO.� ty015FGilt YQ� BUILDING DEPARTMENT- Electrical Inspector O�® CSG { TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 ^} Southold, New York 11971-0959 ePy Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(aDsoutholdtownny.gov - seand(Jcr southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Z, 3 Company Name: ,n/.�/,/- Electrician's Name: 17q,-Ile- License t;Ile-License No.: F5oZl� E Elec. email: Elec. Phone No: 03 �r��,3 _ 3 ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 2-) i)/.,y Address: 49j-'r- acr/c-- Cross Street: Phone No.: �- Bldg.Permit #: G`a? 5 2 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: 7� Circle All That Apply: �Ij Is job ready for inspection?: � YES ❑ NO �Rough In � �T 2 ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 D H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION I I 1 `23� a�. 4 g 13g 1 FFUL r� BUILDING DEPARTMENT- Electrical Inspector 9 TOWN OF SOUTHOLD Town Hall Annex -54375 Main Road - PO Box 1179 Southold, New York 11971-0959 q� Telephone (631) 7654802 -,FAX(631)765-9502 rogerr(@,southoldtownny.gov — seand(d)southoldtownny.goV APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: i�- Company Name: Electrician's Name: License No.: L:: Elec. email: Elec. Phone No: �_�� _ �� 01 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: %Low ,.4, Cross Street: ��,�,�;�/� !�• -�- Phone No.: Bldg.Permit 5 2 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): i Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO ®Rough In � 1 2 ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# El New service[—]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # underground Laterals 171 2 r' H Frame ^ Pole Work done on Service? Additional Information: PAYMENT DUE WITH APPLICATION PERMIT H Address: Switches �2 Outlets i GFI's, I� Z Surface 44—r- Sconces UC its Fans / Fridge 1 HW W Exhaust Oven /J� WAD Smokes DW Mini Carbon Micro 1 �/��' Generator Combo li -�j Coo ktop Transfer AC AH 1 .L Hood Service Amppsn, Have fUsed Special: . Comments 14 / reC Retrotec rCloud QualityA'srance Report Resnet Sin Poi t Blower Door Test PASS Your Re I L .I. A 50 ( 07.On CFM50*60/7125 ft3) Target ACH50 7 Test Information Test Name 125 ole jule lane mattituck 11952 Test Date 2023-04-14 09:32 AM (UTC-4) Export id ZUYHQJ W2 Company Name Star mechanical Technician Name Rey Villegas Technician Email reyhvac1989@gmail.com Building Information Address 750 Ole Jule Ln City Mattituck State NY Zip/postal Code 11952 Country United States Year Constructed 2023 Elevation 23 ft Address Verified? Yes Building Latitude,Longitude 40.988543,-72.528764 GPS validation Latitude/Longitude:40.987740.-72.527784:Accuracy 39 ft Estimated Distance From Address 300 ft Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Pressure Gauge Model Retrotec DM32 10A Gauge Serial Number 410076 Environmental Conditions Pre-test Indoor Temperature 65°F Pre-test Outdoor Temperature 71 °F Wind Speed 4 MPH Average Barometric Pressure 101.325 kPa Test Dimensions Conditioned Floor Area 750 ft2 Volume 7125 ft3 1 Retrotec raoud Test Results Summary Test Type Resnet Single Point Blower Door Test Accuracy Level Standard accuracy Flow Reference Pressure 50 Pa Time Averaging 10 seconds Induced House Pressure(includes baseline) -49.64 Pa Nominal Fan Flow 207.9 CFM @ 50 Pa Corrected Flow 207.9 CFM @ 50 Pa Adjusted Row 207.9 CFM @ 50 Pa Air Changes Per Hour 1.751 Accuracy Adjustment Factor 1.0 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Baseline Pressure,Initial (Pa) -1.2 , -0.8 -0.5 -0.6 -0.7 Baseline Duration 13 seconds Average baseline -0.76 Pa Measured Pressure(Pa) -50.4 Fan Pressure[5000-132] (Pa) 60.12 Row (CFM) 206.93 2 n3z� Retrotec rCloud Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Flow equation parameters -61 Units Used For Flow Parameters in Equation CFM Fan pressure(FP) is the measured fan pressure when using a self-referenced fan or when the room pressure is negative. If using a fan which is not self-referenced,and the room pressure is positive,fan pressure is calculated by subtracting the measured room pressure from the absolute value of the fan pressure. If PrA is greater than 0 or fan is self-referencing: FP=IPrBI -PrA If PrA is less than 0 or fan is self-referencing:FP=PrB Flow calculations are not valid if fan pressure is less than either MF or(K2 x IRPI) FP=fan pressure,RP=room pressure Range N K K1 K2 K3 K4 MF Open 0.4980 548.0000 0.0000 0.3000 0.0000 1 10 A 0.5020 287.0000 0.0000 0.4000 0.0000 1 20 B8 0.5400 113.2500 0.0000 0.7000 0.0000 1 40 flow=(FP-RPxK1)"x(K+K3xFP)xK4 Range A B C D F G K2 MF B4 0.0000079426 -0.00864000 4.9000 206.00 -0.19 29 0.8000 40 B2 0.0000008800 -0.00290000 2.1500 90.00 0.10 30 1.0000 50 B1 0.0000005000 -0.00128000 1.0200 54.00 0.00 30 1.0000 60 B74 0.0000007960 -0.00095010 0.5900 18.00 0.15 25 0.8000 35 B47 0.0000002690 -0.00035905 0.2435 12.05 0.09 25 1.0000 50 B29 0.0000001110 -0.00014900 0.0920 4.40 -0.02 25 0.6000 50 flow=(A x FP3)+ B x FP2)+ (C x FP) +D+( G-RP x F) 3 Doorhy HVAC Load Calculations for Joe Doorhy 1125 Ole Jule Lane Mattituck, NY 11935 Mk RHVACR1E;sImmNnAL HVAC LoA s Prepared By: Allison Starzee Star Mechanical P.O. Box 797 Cutchogue, NY 11935 631-734-6882 Wednesday,April 19,2023 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. t Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical ' IN Doorhy Cutcho ue NY 11935-2130 Fake 2 Project Report -� General Project Information Project Title: Doorhy Designed By: Roebrt James Higgins Project Date: Wednesday,April 19, 2023 Client Name: Joe Doorhy Client Address: 1125 Ole Jule Lane Client City: Mattituck, NY 11935 Client Phone: 631-445-5526 Client E-Mail Address: joedoorhy@optonline.net Company Name: Star Mechanical Company Representative: Allison Starzee Company Address: P.O. Box 797 Company City: Cutchogue, NY 11935 Company Phone: 631-734-6882 Company E-Mail Address: astarzee@gmail.com Design Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor. 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 391 CFM Per Square ft.: 0.537 Square ft. of Room Area: 728 Square ft. Per Ton: 787 Volume(ft'): 5,827 Building Loads Total Heating Required Including Ventilation Air: 23,184 Btuh 23.184 MBH Total Sensible Gain: 8,896 Btuh 80 % Total Latent Gain: 2,208 Btuh 20 % Total Cooling Required Including Ventilation Air: 11,105 Btuh 0.93 Tons(Based On Sensible+ Latent) _Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at I your design conditions. C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Doorhy.rh9 Wednesday,April 19, 2023, 11:42 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical k Doorhy o Cutcho ue,NY 11935-2130 % Pae 3 Miscellaneous Report System 1 Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes j Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 0 ft./min 0 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data _ Winter Summer Infiltration Specified: 0.210 AC/hr 0.110 AC/hr 20 CFM 11 CFM Infiltration Actual: 0.210 AC/hr 0.110 AC/hr Above Grade Volume: X 5.827 Cu.ft. X 5.827 Cu.ft. 1,224 Cu.ft./hr 641 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 20 CFM 11 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1— Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.210 AC/hr(20 CFM), Construction: Tight Summer Infiltration Specified: 0.110 AC/hr(11 CFM), Construction:Tight Duct Load Factor Scenarios for System 1 _ ---� Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area [T]MDD 1 Supply Attic 16B 0.12 6 197 No 1 Return Attic 16B 0.12 6 36 No I I I 1 I I I i i C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Doorhy.rh9 Wednesday,April 19,2023, 11:42 AM Rhvac-Residential$Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical , Doorhy Cutcho ue,NY 11935-2130 Page 4 Load Preview Report ~� Ne ft. Sen Lat Ne Sen Sys Ht Sys Sys Ac Duel Scope Ton /To Area Gai Gain _ Gal Loss CFM CFM CFM SiZ ilding —0.93 787 _7_28 8,896 2,208 11,105 23,184 297 391 391 System 1 0.93 787 728 8,896 2208 11,10 23,184 297 391 391 8x1 Supply Duct Latent 319 319 Retum Duct 319 70 390 362 Zone 1 728 8,577 1,819 10,396 22,822 297' 391' 391 8x1 1-Pantry 25 982 422 1,404 1,720 22f 45! 45 1-5 2-Family Room 420 3,613 490 4,103 10,757 140 165 165 2-6 3-Bedroom 1 174 2,393 458 2,851 6,229 81, 109' 109 1-7 4-Bath 1 109 1,588 449 2,037 4,116 54 72 72 1-6 r j i f I i i E C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Doorhy.rh9 Wednesday,April 19, 2023, 11:42 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Doorhy Cutcho ue,NY 11935-2130 Page 5 Duct Size Preview Room or Actct Reg Source Minimurr� Maximu Rough Desig SP Duc Duc Htg Clg . Du Duct Name SVelocit Veloci Facto L/10 Loss�Veloci Lengt Flow Flow Flow Size _Size System 1 Supply Runouts Zone 1 1-Pantry Built-In 0 750 0.01 0.1 328.1 22L]& 45 1-5 2-Family Room Buift-In 0 750 0.01 0.1 419.3 140. %165 165 2-6 3-Bedroom 1 Built-In 0 750 0.01 0.1 408 81 4?, 109 109 1-7 4-Bath 1 Built-In 0 750 0.01 0.1 368.6 54 72` 72 1-6 Other Ducts in System 1 Supply Main Trunk Built-In 0 900 0.003 0.1 639.5 297 +391 391 8x11 Summary System 1 Heating Flow: 297 Cooling Flow. 391 I f 's I 1 i I � C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Doorhy.rh9 Wednesday,April 19, 2023, 11:42 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical �1 Doorhy Cutchogue,NY 11935-2130 Pageq_ Total Building Summary Loads Component Area Sen Lat Sen Total _Description Quan Loss_ Gain Gain Gain 1A-cm-o: Glazing-Single pane, operable window, clear, 60 4,571 0 1,479 1,479 metal frame no break, U-value 1.27, SHGC 0.75 1 D-cm-o: Glazing-Double pane, operable window, clear, 12 626 0 128 128 metal frame no break, outdoor insect screen with C 100%coverage, light color drapes with medium weave with 50%coverage, U-value 0.87, SHGC 0.67 11A: Door-Wood-Hollow Core, U-value 0.47 77 2,172 0 688 688 11 H: Door-Wood-Panel With Wood Storm, U-value 0.32 42 806 0 256 256 12B-6sw: Wall-Frame, R-11 insulation in 2 x 4 stud 1410.3 5,415 0 749 749 cavity, R-6 board insulation, siding finish,wood studs, U-value 0.064 16BR-19-ml: Roof/Ceiling-Under Attic with Insulation on 728.4 2,141 0 1,535 1,535 Attic Floor(also use for Knee Walls and Partition Ceilings), unvented attic with radiant barrier, R-19 insulation, light metal, U-value 0.049 20P-19-c: Floor-Over open crawl space or garage, 445 1,335 0 67 67 Passive, R-19 blanket insulation, carpet covering, U- value 0.05 19C-19sp-v: Floor-Over enclosed crawl space, R-11 283.4 288 0 39 39 insulation on exposed walls, sealed crawl space, passive, R-19 blanket, vinyl covering, U-value 0.0.49 Subtotals for structure: 17,354 0 4,941 4,941 People: 8 1,600 1,840 3,440 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 4,487 389 2,010 2,399 Infiltration:Winter CFM:20, Summer CFM: 11 1,343 219 93 312 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 13 13 Total Building Load Totals: 23,184 2,208 8,896 11,105 Check Figures _ Total Building Supply CFM: 391 CFM Per Square ft.: 0.537 Square ft. of Room Area: 728 Square ft. Per Ton: 787 Volume(W): 5,827 Building Loads Total Heating Required Including Ventilation Air. 23,184 Btuh 23.184 MBH Total Sensible Gain: 8,896 Btuh 80 % Total Latent Gain: 2,208 Btuh 20 % Total Cooling Required Including Ventilation Air. 11,105 Btuh 0.93 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Doorhy.rh9 Wednesday,April 19, 2023, 11:42 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Doorhy Cutchogue,NY 11935-2130 _ Page 7 Building Pie Chart --_] I Floor 7% lInfiltration 6% j Roof 9% .Ductwork 19% 1 Building - _ Loss 23,184 Btuh Wall 23% Door 13% Glass 22% r ED Excursiol� 0% Floor 1% Infiltration 3�o Roof 14% Ductwork 22% Wall 7%,\ i Building Gain 11,105 Btuh Glass 14% i Door 9% People 31% 1 i C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Doorhy.rh9 Wednesday,April 19, 2023, 11:42 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Doorhy Cutchogue,NY 11935-2130 Page 8 Detailed Room Loads - Room 1 - Pantry (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 5.0 ft. System Number: 1 Room Width: 5.0 ft. Zone Number: 1 Area: 25.0 sq.ft. Supply Air: 45 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 13.4 AC/hr Volume: 200 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 45 CFM Percent of Supply.: 0 % Runout Duct Size: 5 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 328 ft./min. Percent of Supply: 0 % Runout Air Velocity: 328 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.090 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-12B-6sw 5 X 8 19 0.064 3.8 73 0.5 0 10 N-Wall-12B-6sw 5 X 8 40 0.064 3.8 154 0.5 0 21 N-Wall-12B-6sw 5 X 8 40 0.064 3.8 154 0.5 0 21 N-Wall-12B-6sw 5 X 8 40 0.064 3.8 154 0.5 0 21 N-Door-11A 3 X 7 21 0.470 28.2 592 8.9 0 188 UP-Cell-1 6BR-1 9 5 X 5 25 0.049 2.9 73 2.1 0 53 Floor-2013-19 5 X 5 25 0.050 3.0 75 0.2 0 4 Subtotals for Structure: 1,275 0 318 Infil.: Win.:2.0, Sum.: 1.1 160 0.838 134 0.056 22 9 Ductwork: 311 194 AED Excursion: 1 People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 1,720 422 982 I I i f I II i I i I j t C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Doorhy.rh9 Wednesday,April 19, 2023, 11:42 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Doorhy Cutcho ue,NY 11935-2130, Pa e 9 Detailed Room Loads - Room 2 - Family Room (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: - 1 1 Room Length: 20.0 ft. System Number: 1 Room Width: 21.0 ft. Zone Number: 1 Area: 420.0 sq.ft. Supply Air: 165 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 3,360 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 82 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 419 ft./min. Percent of Supply: 0 % Runout Air Velocity: 419 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.113 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value _HTM Loss HTM Gain Gain N-Wall-12B-6sw 20 X 8 103 0.064 3.8 396 _ 0.5 0 55 N-Wall-12B-6sw 21 X 8 147 0.064 3.8 564 0.5 0 78 N -Wall-12B-6sw 20 X 8 160 0.064 3.8 614 0.5 0 85 N-Wall-12B-6sw 21 X 8 168 0.064 3.8 645 0.5 0 89 N-Door-11 H 3 X 7 21 0.320 19.2 403 6.1 0 128 N -Door-11 H 3 X 7 21 0.320 19.2 403 6.1 0 128 N-GIs-1A-cm-o shgc-0.75 100%S 36 1.270 76.2 2,743 24.6 0 887 UP-Ceil-1 6BR-1 9 20 X 21 420 0.049 2.9 1,235 2.1 0 885 Floor-20P-19 21 X 20 420 0.050 3.0 1,260 0.2 0 63 Subtotals for Structure: 8,263 0 2,398 Infil.: Win.: 8.4, Sum.: 4.4 656 0.838 550 0.058 90 38 Ductwork: 1,944 712 AED Excursion: 5 People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 10,757 490 3,613 I � I i i f i C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Doorhy.rh9 Wednesday,April 19, 2023, 11:42 AM Rhvac-Residential S Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical Doorhy Cutcho ue,IVY 11935-2130 Pae 10 DeRoom Loads - Room 3 - Bedroom 1 (Average Load Procedure) �� tailed General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.3 ft. System Number: 1 Room Width: 11.4 ft. Zone Number: 1 Area: 174.1 sq.ft. Supply Air: 109 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.7 AC/hr Volume: 1,393 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 109 CFM Percent of Supply.: 0 % Runout Duct Size: 7 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 408 ft./min. Percent of Supply: 0 % Runout Air Velocity: 408 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.087 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-1213-6sw 11.4 X 8 39.3 0.064 3.8 151 0.5 0 21 _ N -Wall-12B-6sw 15.2 X 8 122 0.064 3.8 468 0.5 0 65 N-Wall-12B-6sw 11.4 X 8 91.3 0.064 3.8 351 0.5 0 49 N -Wall-12B-6sw 15.2 X 8 122 0.064 3.8 468 0.5 0 65 N-Door-11A 4 X 7 28 0.470 28.2 790 8.9 0 250 f N -GIs-1A-cm-o shgc-0.75 100%S 12 1.270 76.2 914 24.7 0 296 N-GIs-1A-cm-o shgc-0.75 100%S 12 1.270 76.2 914 24.7 0 296 UP-Ceil-16BR-19 15.2 X 11.4 174.1 0.049 2.9 512 2.1 0 367 Floor-1 9C-1 9sp 11.4 X 15.2 174_.1 0.049 1.0 177 0.1 0 24 Subtotals for Structure: 4,745 0 1,433 Infil.: Win.: 5.4, Sum.: 2.8 427 0.839 358 0.059 58 25 Ductwork: 1,126 472 AED Excursion: 4 People: 200[at/per, 230 sen/per: 2 400 460 Room Totals: 6,229 458 2,393 I i I { C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Doorhy.rh9 Wednesday,April 19, 2023, 11:42 AM Rhvac-.Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Star Mechanical �� Doorhy Cutchogue,NY 11935-2130 Pa a 11 Detailed Room Loads - Room 4 - Bath 1 (Average Load Procedure) General ____ Calculation Mode: Htg. &clg. Occurrences: 1 I Room Length: 15.3 ft. System Number: 1 Room Width: 7.2 ft. Zone Number: 1 Area: 109.3 sq.ft. Supply Air: 72 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.0 AC/hr Volume: 874 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Runout Air: 72 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 369 ft./min. Percent of Supply: 0 % Runout Air Velocity: 369 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.088 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-12B-6sw 7.2 X 8 45.3 0.064 3.8 174 0.5 0 24 N -Wall-12B-6sw 15.2 X 8 94 0.064 3.8 361 0.5 0 50 N-Wall-12B-6sw 7.2 X 8 57.3 0.064 3.8 220 0.5 0 30 N-Wall-12B-6sw 15.2 X 8 122 0.064 3.8 468 0.5 0 65 N-Door-11A 4 X 7 28 0.470 28.2 790 8.9 0 250 N-GIs-1 D-cm-o shgc-0.67 100%S 12 0.870 52.2 626 10.7 0 128 UP-Ceil-16BR-1915.2 X 7.2 109.3 0.049 2.9 321 2.1 0 230 Floor-19C719sp 7.2 X 15.2 109.3 0.049 1.0 111 0.1 0 15 Subtotals for Structure: 3,071 0 792 Infil.: Win.: 4.6, Sum.: 2.4 359 0.839 301 0.059 49 21 Ductwork: 744 313 AED Excursion: 2 People:200 lat/per, 230 sen/per: 2 400 460 Room Totals: 4,116 449 1,588 I 1 I a I C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Doorhy.rh9 Wednesday,April 19, 2023, 11:42 AM Rhvac-Residential&Light Commercial,HVAC Loads Elite Software Development,Inc. Star Mechanical Doorhy Cutcho ue,NY 11935-2130 Pae 12 System 1 Room Load Summary Htg Min Run Run Clg Cig Min Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1-- 1 Pantry 25 1,720 22 1-5 328 982 422 45 45 2 Family Room 420 10,757 140 2-6 419 3,613 490 165 165 3 Bedroom 1 174 6,229 81 1-7 408 2,393 458 109 109 4 Bath 1 109 4,116 54 1-6 369 1,588 449 72 72 Duct Latent 319 Return Duct 362 319, 70 System 1 total 728 23,184 297 8,896 2,208 391 391 System 1 Main Trunk Size: 8x11 in. Velocity: 640 ft./min Loss per 100 ft.: 0.102 in.wg [-06ioling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 0.93 80%/20% 8,896 2,208 11,105 Equipment Data --}--� Heating System Cooling System Type: Two Speed Heat Pump Standard Air Conditioner Model: AOU36RLXFZH Indoor Model: Brand: Fujitsu Description: Heat pump consenser Efficiency: 0 SEER Sound: 0 0 Capacity: 36,000 Btuh 0 Btuh Sensible Capacity: n/a '0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\admin\Documents\Elite Software\Rhvac 9 Projects\Doorhy.rh9 Wednesday,April 19, 2023, 11:42 AM NEW SUFFOLK AVENUE SURVEY OF LOT 7 MAP OF ` f HENRY APPEL ILE No. 9327 FILED FEBRUARY 16, 1993 SITUATE jc tMATTITUCK TOWN OF SOUTHOLD f' tUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-122-10-02 SCALE 1 "=20' so AUGUST 23, 2016 SEPTEMBER 13. 2016 STAKE PROPOSED GARAGE oMARCMAY 13, 202H REVISE 2021UPDATE PER TSCDHS NOTICE 11 AUGUST 10, 2021 FOUNDATION LOCATION JANUARY 11. 2022 REVISE AS PER SCDHS NOTICE OF 12/30/2021 JANUARY 24, 2022 FINAL SURVEY FOR ACCESSORY BUILDING JUNE 8. 2022 ADD PARKING SPACES • NOVEMBER 30, 2022 REVISED MAP ! AREA = 46,043 sq. ft. 1.057 ac. ` SEPTIC SYSTEM TIE MEASUREMENTS ••. CONC. MOIL S 82'27'2 " BUILDING BUILDING • E CORNER QA CORNER 08 t^ -�-•..ti SEPTIC TANK 21.5 51.5 LO COVER M • �wuM' `; a � F"` T © LEACHING POOL • e, • •:•• �. .t. : ,s 'SPI . sElc B COVER 1 25 39.5 cURe ` AY LEACHING POOL 32 59.5 . • �. a COVER 2 , A �•:` O (\ �PLCONC • a` 4 •: ! ' • .•a a ..• �/ •• • • •..•'' • ,: • � 300.000 Ik- ~ a ' 4 a • a• ccz MR�`j ;• � .1ti a . ., (3) PAR •. ��8ASKEEf�POST�B�,pRjj PMETAL SHED Lam( • ,•• �•� �•a,. ••4 ��.••. -^"`++ w t„a 4 woo aou►c:. :, $ FRAME STORY O • 4:' 28 3' (DRY Mull n,R.AGE b y 4 '.ti• CATE Lr) 114 Fid LOT � � a++ A 16.1''~ o LAMP 30 1/ �JCu�� 1 4 I ' O �SEj'pCC 7 C CIF N MEAL FENCE P0.5T {`� �-. 1 0. .•! . � �. W Law 12.0• r +rw. WMMPs [� FIDUwraH PAVERS i2 1.s• 0 20 NTY D_PA.ITi74_LIT 0, H=Ai 7N c ^�+ :•` i n G C9 h E 4 SUFFOLK COU C c SERVICES �y APPROV�'�dF ' CONSTRUCTED WOPXS FOR O 1.5' < � • •Q �. rn� a W ....tip _ti, .• W - -( 4 V AcCes . - • � N W z � � o J as W WATERLINE g x J • DEC 2 3 2022 .a _ a W J� DC.O `1.S. Ref. No. 7 w -~ .� t d r tEACHrNa 2 �? Tt1s se'rag�disposal and wa2Cr s a •! �N a2.t' �~� W o 1 e . Ooh hCkifIes at 0.13IcacaSorO ha"e Gin kms;, ci LEACFUNG POOL V"11'01 Cestf^�d by ft-daft-daDepsgment or . er agend"arxt Bund 1� O —7� aat• •�@y,� 1 ® , C3��" t FM TOV IZ.anX +Opf?I Or ARE PIT 6e. LAMP • • g SHOE 3 I J N POST _a� EAD Wl a Y M E r OVERH R :;; - . • HEDGE C ``� -. .._`J P B ROOF OV0 WATFjQL M qr Ck1A/NEy VE/2 Sm A a - ~ ' j 37.5 CLFANOUT •. • . 1V �� t�� ! ' PREPARED IN ACCORDANCE WITH THE MtMMLIM �'` vi --�2O,a' STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Flo ' O.2LO�N• ��., 2.0' o BY THE LIJ1 LS. AND APPROVED AND ADOPTED • 8 1 0 A z� � � N ACCES BY FRAME ORES THE NEW YORK STATE LAND A q� Q W "' J 1 ARTMENT b POOL . rQuIPI o N O ' • / COH ROBEh'T 4Jf KALOLrS �UPD FENCE 1.5.S. t c. wyt 7 in OLE TTLE .A+ tF METAL Pon '"RE FENCE � �- ��•�,r•,n '' N.Y.S. Lic. No. 50467 C. RON,gI,lj � 300-01301- ANNE H SMIT$ INCE o.l L' Nathan Taft Corwin til ALTERATION ADDITION TO THES SURVEY IS A VIOLATION of Land Surveyor SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Successor To: Stant J. Isaksen, Jr. L.S. THE LAND SURVEYOR'S INKED SEAL OR Stanley EMBOSSED SEAL SHALL NOT BE CONSIDERED Joseph A. Ingegno L.S. TD BE A VALID TRUE COPY. Title Surveys — Subdivisions — Site Plans — Construction Layout CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY PHONE (631)727-2090 Fox (631)727-1727 IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND OFFICES LOCATED AT U41UNG ADDRESS THE EXISTENCE OF RIGHTS OF WAY LENDING INSTITUTION LISTED HEREON, AND AND/OR EASEMENTS OF RECORD, IF TO THE ASSIGNEES OF THE LENDING INSTI— 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. TUrION. CERTIFICATIONS ARE NOT TRANSFERABLE Jamesport, New York 11947 Jamesport, New York 11947 NEW SUFFOLK AVENUE SURVEY OF LOT 7 ' MAP OF HENRY APPEL ��i1',5h• FILE No. 9327 FILED FEBRUARY 16, 1993 SITUATE MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-122-10-02 SCALE 1 "=20' `O AUGUST 23, 2016 0) SEPTEMBER 13, 2016 STAKE PROPOSED GARAGE C%j ARCH 25, MAY 13,M 2021 REVISE2AS PEDRTSCDHSVEY NOTICE #1 AUGUST 10, 2021 FOUNDATION LOCATION JANUARY 11, 2022 REVISE AS PER SCDHS NOTICE OF 12/30/2021 JANUARY 24, 2022 FINAL SURVEY FOR ACCESSORY BUILDING JUNE 8, 2022 ADD PARKING SPACES NOVEMBER 30, 2022 REVISED MAP AREA = 46,043 sq. ft. 1.057 ac. • °' � SEPTIC SYSTEM TIE MEASUREMENTS 4. a°d CONC. MON. S 82.27'20" E BUILDING °r CORNER ❑A CORNER�B • SEPTIC TANK •• ► ° COLUMN' • ' ��~`� oB LO?' © COVER 21.5' 51.5' A '^ • . . eELc LEACHING POOL , ASPHALT DRNEWAY BLOCK CURB COVER 1 25 39.5 ee p • e' a r :° ° : �. . LEACHING POOL 3 • ^ ; 4, COVER 2 2' 59.5' :p STONE LOCKCU e; !° ; I .�.� °... • • I O COLUMN RB • ♦ • . . �PCCAST � 4 e p .. •' �/ I ° .°. '•� °,' I of I m 300.009 LAMP �I• ... . POSTEB4R FLAG�� CO • �3) PARKING ACES —BASK FETAL Pqp METAL SHED ° . a BACKBOARD . I . I�• .< a '. N �. 4 Woo ::chive:: .: $ FRAME1 STORY • �:' a I 28.3 RY uG RAGE c � ij .:.;.., GATE LDING) N W Z ..•e4' :� ..o t3 I �2 Ld LOT '�' 'r, 18.1'• N GATE LAMP 30.0. �CAONCU pT N O \ \�SE#RAST 'CONC' a N METAL FENCE POST �` .. .. \ ) a / as e°• (1{ � .�.� 8.1' LAMP • Z 8,1'iL MASOIJRY POST a .e• U k;r = W 12.0' a •OD WgLL W/LAINPS FOUNTAIN } Q 1�J PAVERSPRE 20• O r I :o Pw s M •Zf p r. Li 44 N O _.r rw ' 1 ^ W S = O O V ..• '. .. e 0 W W �i ;0 O W N82.1' W 1.9 e • M — _ — _ o z LEACHING POOL 2 LEACHING O • ' r. �• HING PDOL 1 c 73.7 30.1' o Y w GAS Z FIRE PIT • • O� ��iBT �n�i rn ° } �z v HEWER 3 I POST 5 it I CONC' S a �� I SAN 2 4 aC17,. DVERHEAp WIREB_�^-.4.. �3 ��HEDGEMETgL CE P�P ,�• B VER OVE NG ° , • M' ao WWq W CHIMN c R cONCR S 6I iILLANl7 Ott'I. °' •° FOUND ELECTRIC TERLINE W EY M LAB A T�1tJ'1 or e,r)I t aril-0 r 0.2'N. U ON. MON. METER I o i� I n I 37.5' CLEANOUr 6,W ARBO 86 I, h �2 PREPARED IN ACCORDANCE WITH THE MINIMUM • • • ^' RVITAE I I STANDARDS FOR TITLE SURVEYS AS ESTABLISHED . : OR ' 81'07'40Y,9 1eQ�, „ 20 0 10 BY THE L.I.A.LS. AND APPROVED AND ADOPTED q\ 1 40 �� `14 ACCESSORY FSE SNuatARTMENT b Y FOR SUCH USE BY THE NEW YORK STATE LAND r ° r. I I qp TITLE ASSOCIATION. IEQUIPME I HEDGE 37 5' / r O C:`' 1 /o a : V � y ROBERT, ��F FOUNE o I CONC. WALL 0 o A PIP o LE LOUs FENCE 1.5'S. "I I � 7 J ULE N0 o A SET N STAKE IZR MEAL POST� WIRE SET `77 r N.Y.S. Lim. No. 50467 RO N pi/O� FENCE CONC. MON. "4•.. r & NNE 'SMITH 3p0.Q8 FENCE O.L EssION Lathan Taft Corwin III UNAUTHORIZED ALTERATION OR ADDITION Land Surveyor TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Successor To: Stanle THE LAND SURVEYOR'S INKED SEAL OR y J. Isaksen, Jr. L.S. EMBOSSED SEAL SHALL NOT BE CONSIDERED Joseph A. Ingegno L.S. TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Title Surveys — Subdivisions — Site Plans — Construction Layout ONLY TO THE PERSON FOR WHOM THE SURVEY PHONE (631)727-2090 Fax (631)727-1727 IS PREPARED, AND ON HIS BEHALF TO THE THE EXISTENCE OF RIGHTS OF WAY TITLE COMPANY, GOVERNMENTAL AGENCY AND OFFICES LOCATED AT MAILING ADDRESS LENDING INSTITUTION LISTED HEREON, AND AND/OR EASEMENTS OF RECORD, IF TO THE ASSIGNEES OF THE LENDING INSTI- 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Jamesport, New York 11947 Jamesport, New York 11947 36-1 GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE R302.6 MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE In combustible construction where there is usable space both above and below the concealed space DWELLING- GARAGE SEPARATION BASED ON TABLE R602.3 (1) NAILING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does LIVE DEAD as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately SEPARATION MATERIAL USE LOAD LOAD Additional Code Compliance; equal areas.. Draftstopping shall be provided in the following locations: NOT LESS THAN 1/2"-INCH GYPSUM OR Uninhabitable attics without storage 10 NUMBER AND TYP SPACING AND 2020 Ener Conservation Construction Code of New York State, the FROM THE RESIDENCE AND ATTICS g DESCRIPTION Energy 1. Ceiling is suspended under floor framing. EQUIVALENT TO THE GARAGE SIDE OF FASTENER LOCATION 2020 Building Code of New York State; Plumbing code;Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. Uninhabitable attics with limited storage 20 10 Fuel gas code; Existing building code; Property maintenance code. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM ITEM ROOF FRAMING BOARD Habitable attics&attics served ed ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls a c s ed with fix stair 30 10 O drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 4-8d BOX (2-1/2")OR c NOT LESS THAN 1/2"-INCH GYPSUM BOARD Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE EACH RAFTER,TOE NAIL , N USED FOR SEPARATION REQUIRED BY IRC-8302.6 3-8d COMMON Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. a9 DPpt copy from 26A e Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-Sd BOX (2-1/2")OR �►tal reviewed dorur+�ents '- Double around openings floor and roof framing. NOT LESS THAN 1/2"INCH GYPSUM BOARD 3-8d COMMON EACH JOIST,TOE NAIL SA ftle# -c c 9 g• GARAGE LOCATED LESS THAN 3 FEET FROM A 7 / 5 O APPLIED TO THE INTERIOR SIDE OF Guards and Handrails 200 CEILING JOISTS NOTATTACHED TO PARALLEL 4-10d BOX 3 -' OR ate: I / 1 /.�Z+Zz + 2. Written Dimensions take precedence over scaled dimensions DWELLING UNIT ON THE SAME LOT 17. Metal flashing shall be installed were concrete abuts wood, EXTERIOR WALLS THAT ARE WITHIN THIS AREA 3 RAFTER LAPS OVER PARTITION TABLE 8802.5.2 3-16d COMMON 3-1/2" FACE NAIL 0 O 3. The contractor riot to the start of construction shall verify all Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL P Y and were decks abut house framing. 4 RAFTER HEEL JOINT) SEE TABLE 8802.5.2 FACE NAIL V dimensions, existing or new and be responsible for field fit. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD passenger vehicle garages 50COLLAR TIES 4-10d BOX (3") OR 18. Install joist hangers at all flush structural load bearing conditions. SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. tj 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, OR 1 1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER p RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS Rooms other than sleeping rooms 40 10 O shall be installed in accordance under latest State approved Building Codes. 19. All window and door headers to be 2-2x10 unless noted otherwise. SHALL MEETASTM E11 I AND FIRE STOPPING PER ASTM E81S OR UL 1479 6 RAFTER TO TOP PLATE -0 All systems are to be designed, installed, &specified by the general contractors; HVAC, Sleeping rooms 30 10 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND P 9 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE O electrical or plumbing sub-contractors. 20. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 OF EACH RAFTER OR TRUSS RECEIVED p g p Stairs 40 20 Electrical certificates are to be provided the electrical contractor. and NFPA 72 . Shall be provided in each sleeping Room, outside of each separate sleeping 4-16d OR area in the immediate vicinity of the bedroom and on each story of the dwelling, including Roof 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL NOV 2 9 2022 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity basement and cellars and not less than 3 feet from the bathroom door containing a TABLE 8301.2.1.2 Windborne Debris protection of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. Fastening Schedule for wood structural panels 3-16d BOX OR be the responsibility of the general contractor to verify the depth of all existing footings WHENEVER an alteration, addition, or conversion is made to an Existing Residence, g Board Of Appeals disturbed by construction. the smoke detection system of the ENTIRE residence must be brought up to code, Fastener Panel Span Panel Span Panel Span ALLOWABLE DEFELECTION OF ALLOWABLE 2-isd COMMON END NAIL onin TABLE 8401.4.1 subscript b: Where the building official determines that in-place soils WALL FRAMING hardwired and interconnected. Type Less than or less than or less than or STRUCTURAL MEMBERS DEFLECTION with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, 21. Carbon Monoxide Alarms: Shall be rovided in accordance with Section 915 equal to 4 feet equal to 6 feet equal to 8 feet Rafters having slopes greater than 3112 with STUD TO STUD NOT AT BRACED WALL PANELS 16d COMMON 8 ( ) 24"O.C.FACE NAIL P no finished ceiling attached to rafters L/180 3.5"x 0.162" the allowable bearing capacity shall be determined by a soils investigation. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping areaSTUD TO STUD AND ABUTTING STUDS AT 16d BOX 16 inches 10 inches 8 inches in the immediate vicinity of the bedrooms. combination carbon monoxide No 8 Wood screw Interior walls and partitions H/180 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162" 16"O.C. FACE NAIL 6. Cast-in-place concrete shall be stir entrained; 5% <7%total air content by volume and have and smoke alarms shall be permitted in lieu of carbon monoxide alarms. based anchor with 16d COMMON on center on center on center 10 BUILT-UP HEADER 3-1/2"x 0.162" 16"O.C. FACE NAIL ALONG EDGES an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 2 inch embedment L/360 ( ) Q Z garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. All CO alarms shall be connected to the lighting circuit with no intervening wall lenght All other structural memebers 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1/2"X0,113") TOE NAIL LU J UJ All Concrete shall conform to the latest ACI standards. switch with battery backup. Battery-powered alarms are not allowed. L/240 OR 4-8d COMMON � LI J Reinforcement: Steel reinforcement shall comply with the requirements No 10 Wood screw Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-112"x 0.162) 16"O.C.FACE NAIL = U p Y q 22. WALL BRACING: Buildings shall be braced in accordance with based anchor with 12 inches 9 inches 7 - section R602.10.4.2 Continuous sheathing method. 16 inches Exterior walls-wind loads/brittle finishes 8-16d COMMON 3-1/2" of ASTM A 615,A 706 or A 996. L/240 ( ) FACE NAIL ON EACH SIDE OF END 2 inch embedment on center on center on center 13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JOIST MIN 24"LAP SPLICE LENGTH N Minimum yield strength of reinforcing steel shall be:40,0000 psi (grade 40), End conditions for braced wall lines for the continuous sheathing shall conform len ht Exterior walls-wind loads/flexible finishes L/140 ( < W required reinforcement shall be in accordance with Table R404.1.2(1)thru to Figure R602.10.7. Braced wall panel connections g EACH SIDE OF END JOINT) � < Q Lo R404.1.2(9). shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) L=span length,H=span height BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL LIJ Co a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 14 Location of Reinforcement:The center of vertical reinforcement in basement walls shall be 23. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be OR BLOCKING(NOT BRACED WALL) 16 BOX(3 1/2") 12"O.C. FACE NAIL Q < ^J located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). provided to transmit the applicable uplift forces in section R80211.1 from the b. Fasteners shall be installed at opposing ends of the wood structural panel. Fasteners shall be located a minimum of 1 inch from the edge of the panel. 15 BOTTOM PLATE TO JOIST,RIM JOIST, BAND JOIST 3-16d BOX 3 EACH 16"O.C. FACE NAIL >"" W Vertical reinforcement in basemEsnt walls shall be located roof assembly to the foundation. g p TABLE R802.5.2 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL to provide a maximum cover of 1-1/4 inches from the inside face. c.Anchors shall penetrate through the exterior wall covering with an embedment length of RAFTER/CEILING JOIST HEEL CONNECTION 0 O z p g g g 3-16d BOX 24. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of not less than 2 inches into the building frame. Fasteners shall be located not less than 16 TOP OR BOTTOM PLATE TO STUD 2-16d COMMON END NAIL r^ Concrete basement foundations shall have horizontal reinforcement as follows: asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 2-1/2 inches from the edge of concret block or concrete. RAFTER RAFTER GROUND SNOW:20 PSF v J U) U Based on R404.1.2(1)- (includes basement entrances and window wells) as per Table R905.2.4.1 of the NYS Residential Code. SLOPE SPACING 0 3-10d BOX ROOF SPAN 17 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS FACE NAIL Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or d.Where screws are attached to masonry m masonrytstucco,they shalt a attached 2-16d COMMON wall and One#4 bar near mid-height of wall. using vibration resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. L(J 9 copper roofing nails, minimum 12 gage shank with aminimum- 12 FT 20 FT 28 FT 36 FT 3-8d BOX � � Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing 18 V BRACE TO EACH STUD AND PLATE FACE NAIL O U O L0 +r wall and One#4 bar near the third points in the wall story. and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 2 8d COMMON .� P Y p Exterior glazing in buildings located in Wood-Borne debris regions shall LL L.[_ � 1 O N but not less than 4 per strip, be protected from wind bome debris. NUMBER OF 16D COMMON NAILS `J 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All Glazed opening protection shall meet the Large Missle test ASTM E 1996 n < Q �-- Framing lumber shall be DOUG-Fir Larch#2 or better,E = 1,600,000 25. Flame Spread Index: R302.9 and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 3: 12 16"O.C. 5 8 10 13 Min. Fb for dimensional lumber 850 psi. wall and ceiling finishes shall have a flame spread index<-200 Garage door glazed opening protection for wind bome debris shall meet Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Insulation material, vapor retarders within roof,floor,wall, ceiling assemblies ANSI/DASMA 115. Areas within hurricane prone regions: 4: 12 16"O.C. 4 6 8 10to 9 g 9 &attics shall have a flames read index:5 25 (1). within 1 mile of the coastal high water line were the ultimate design E o Including but no limited to: Deck Framing, Posts, Headers, Girders&Led Ledgers. p < 5: 12 i s"O.C. 3 5 6 8 En wind speed is 130 miles per hour or greater. 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: Smoke-developed Index: 8302.10 (2). In areas where the ultimate wind design speed is 140 MPH or greater. FLOOR FRAMING a°,.� o E y 7: 12 16"O.C. 3 4 5 6 0 o, �°' `P a K 2 a. All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D - E t H ti °o pP wall and ceiling finishes having asmoke-developed index 5 450 A. EXCEPTION: 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 4 Sd BOX PER JOIST-TOE NAIL `o 2 �a t 8 o w T or stainless steel. Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies Wood Structural panels with a minimum of thickness of 7116 inch and a maximum span 9: 12 16"O.C. 3 4 4 5 3-8d COMMON .- °w - 0) o ° c N � c b.) Use Copper flashing Only against ACQ Lumber Sill Plates &attics shall have a smoke-developed index<-450 tested with ASTM E 84 or UL 723 of 8 feet shall be permitted for opening protection. Panels shall be precut&predrilled to 3 3 4 4 ° e S " rn -a) 0 °s `o cover the lazed openings with attachment hardware provided in the table below. 12: 12 16"O.C. RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON c v .° c 4) c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc gp 22 PLATE ROOF APPLICATIONS ALSO 1od BOX 6"O.C.TOE NAIL .�o °.0 o o � m o 2 shall be Hot-Dipped Galvanized or Stainless Steel. Label all panels and store in a clean dry area of the house. ( ) ` o o� O ° 1 ° °Y Attachments shall be provided in accordance with the table as follows: c n.` 0 Y > c o Y c `o 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 2-1 0d BOX •�' c ° - Cr o c 3 23 BLOCKING TO JOISTEACH END n w c L c'c ?-,3 0 BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 2-8d COMMON installed in accordance with the manufacturers latest installation details, LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 0��°, a c y I Framing connectors,Allowable Hole diagrams,specifications, etc. CONNECTION SHALL BE INCREASED AS FOLLOWS: 4-16d BOX �, N c e' t - s "Micro-Lam"Design Stress: E = 1.9, Fb =2,600 psi, Fv= 285 psi 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL m c - - c s a� �'°= `o E 316dCOMMON Ln� c � Nao � 3� a ° c ° "Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi +- 6" DIAMETER -► H c / H r HEEL JOINTAJDUSTMENT FACTOR w o co•� :? c m vi•° "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv= 300 psi I I 25 2" PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING, FACE NAIL L .N� E ° y 1 / 3 1.5 4-1od Box cu� Z•_� ¢to �0 10, 8310.2 EMERGENCY ESCAPE=AND RESCUE: Required in BASEMENTS, w 1 / 4 1.33 26 BAND OR RIM JOIST To JOIST PER JOIST ° ° .. „.w. m c a E m a�v each sleeping rooms in basement, habitable attics, and every sleeping room CONSTRUCTION TYPE 4-16d BOX 8 in m sT E a.-o a shall have at least ONE operable emergency escape opening as follows: 'I", 'II", "III", "IV", OR"V" 1 / 5 1.25 3-16d COMMON Sill height of not more than 44 inches above finished floor. _' 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM A. Minimum net clear opening of 5.7 square feet. REFLECTIVE RED STAGGERED ON OPPOSITE SIDES z Except grade floor openings shall have a minimum net clear j PANTONE#187 - --- 16d BOX 2$ LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4- EACH JOIST OR RAFTER,FACE NAIL U) O opening of 5 square feet. 7/16" min. structural plywood 3-16d COMMON UJ B. Minimum net clear opening height shall be 24 inches. i Panel Attached to TABLE 802.11 2-10d BOX(3") OR W F-- V C C. Minimum net clear opening width shall be 20". ° RAFTER UPLIFT CONNECTION FROM WIND 29 BRIDGING OR BLOCKING TO JOIST EACH END, TOENAIL O W (n D. emergency escape and rescue openings shall be operational ; Frame in accordance Z 8d COMMON (2 1/2P') J Z Z J_ from the inside of the room without use of keys or tools. REFLECTIVE I 1 with Table R3G1.2.1.2 Q J z Q N 14 WHITE FIELD RAFTER ROOF EXPOSURE C WOD STRUCTURAL PANELS,SUBFLOOR, WHERE Basement contain more than one or more sleeping rooms, .j. t- an emergency escape opening shall be provided for EACH sleeping room. ,. Of the reSldenfal Code ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND Q F- SPACING SPAN LLJ O tC3 Emergancy escape and rescue:opening shall open directly to the outside Of New York S+ate (FEET) ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING = ( ) W E 130 140 SPACING OF FASTENERS C) UJ 0 EXCEPTION: Grade floor or BELOW rade floor openings shall have DESCRIPTION OF Z N g g DESIGNATION FOR STRUCTURAL ROOF PITCH ROOF PITCH NUMBER AND TYP (n LL � a net clear opening of not less than 5 square feet. COMPONENTS THAT ARE OF 1/2" <5:12 a 5:12 <5:12 i 5:12 BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING W TRUSS TYPE CONSTRUCTION STROKE WINDOW UNIT PANEL EDGES ..I 11. STAIR HANDRAIL: 8311.7.8 Provide Handrail on at least one side of each SUPPORTS GABLE END WALL FRAMING (� � � continuous run of treads or flight:with FOUR OR MORE RISERS. "F" FLOOR FRAMING INCLUDING 16"O.C. 12 214 201 263 247 „ - „ 6d COMMON(RO FLOOR,WALL) Handrail Height measured above stair tread nosing, shall not be less than GIRDERS AND BEAMS 30 3/8 1/2 Sd COMMON(ROOF) 6'� SEE NOTE A 6" 16"O.C. 18 277 259 342 322 34 inches and not more than 381nches. All Handrails shall be continuous "R" ROOF FRAMING 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" the full length of the stair from a point directly above the top riser of a flight 16"O.C. 24 340 318 422 396 to a point directly above the lowast riser of the flight. Handrails adjacent to "FR" FLOOR AND ROOF FRAMING a wall shall have a space of not be less than 1-1/2 inches between the wall UNDER SECTION 602 OF THE BCNYS 16"O.C. 28 348 358 476 446 32 1-1/8"- 1-1/4" 10d COMMON NAILS 611 1211 and the handrail.see code for exceptions. Refer to Code for grip size specifications. PLYWOOD STORM PANEL 16"O.C.1 32 427 398 529 496 1/2"STRUCTURAL CELLULOSIC 12. GUARDS: 8312 Porches, balconies or raised floor surfaces located more than 30" TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 SHUTTER DETAIL 33 FIBERBOARD SHEATHING 1-112"GALV. ROOFING NAIL 3" 6" above the floor or grade below shall have a railing not less than 36 inches NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD 16"O.C. 36 4ss 43s 538 547 g g p Refer to General Notes for Panel 16"O.C. 42 535 499 664 622 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL 7" 7" O co in height. Railings shall have To rails and Balusters and Bottom rails that are NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed Applicant shall provide engineered wood placard FIBERBOARD SHEATHING g on or adjacent to electrical meter box for field inspection. fastener requirements. N by the riser,tread and bottom rail of the guard rail at the open side of a stairway 1 P is"O.C. 48 599 559 745 697 are permitted to be of such a size that a 6 inch sphere cannot pass through. 35 1/2" GYPSUM SHEATHING 1-1/2"GALV. ROOFING NAIL 7" 7" p Open sides of stairs with a total rise of more than 30 inches above the floor or Residential structures with Truss type construction, = W CO grade below shall have guards not less than 34 inches in height measured Pre-Engineered Wood Construction And/or Timber Construction U vertically from the nosing of the treads. for new dwelling and for any addition,alteration 36 5/8" GYPSUM SHEATHING Q Q a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 1-3/4"GALV.ROOFING NAIL 7" 7" W �$ 13. WINDOW FALL PROTECTION: Were the to of the sill of an operable window shall be affixed on or adjacent to any electric box attached to the exterior 2 z P P TABLE 8401.4.1 PRESUMPTIVE LOAD-BEARING VALUES EXTERIOR WALL WOOD STRUCTURAL PANELS opening is located LESS than 214 inches above the finished floor and GREATER of the structure for field inspection OF FOUNDATION MATERIA-S TABLE R602.3 3 _ .. than 72 inches above the finished grade or other surface below on the exterior TO RESIST WIND PRESSURES of the building,the window must be provided with a window opening control device CLASS OF MATERIAL LOAD-BEARING PRESSURE Q F--i li that compiles with R312.2.2 Window Opening Control Devices. Crystalline bedrock 12,000 psf WOOD ~ UJ MINIMUM NAIL MIN WOOD WALL NAIL SPACING z W u F- 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblockin shall be installed in Sedimentary and foliated rock 4,000 psf NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD H 9 Sandy gravel and/or gravel (GW and GP) 3,000 psf PANEL SPAN RATING THICKNESS SPACING EDGES FIELD U_ Q� 0 0 accordance with R302.11 thru 8302.11.2 and Draftstopping shall be Sand, silty sand, clayey sand, silty gravel and clayey gravel installed per R302.12 thru R302.12.1 (SW, SP, SM, SC, GM and GC) 2,000 psf 8d COMMON NAIL Clay, sandy clay,silty clay, clayey silt, silt and sandy silt 1.75 INCH 24/16 7/16" OR 112" 16" O.C. 6" 12" H Fireblocking materials R302.1 1.1 shall be as follows: (CL, ML, MH and CH) 1,500 psf (2.5"X 0131") 1. Two-inch nominal lumber 2. 1/2"gypsum board a.When soil tests are required by Section R4014, INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance the allowable bearing capacities of the soil shall be part of the recommendations. with the 10 foot horizontal iireblocking in walls constructed using parallelGYPSUM BOARD FRAMING SPACING OF FASTENERS 'JZ N rows of studs or staggered studs. GYPSUM BOARD b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf APPLICATION ORIENTATION TO MEMBERS SIIZE OF NAILS E--i 4. cellulose insulation installed and tested in accordance with ASTM E 119 or are likely to be present at the site, the allowable bearing capacity shall be THICKNESS FRAMING SPACING NAILS SCREWS TO WOOD FRAMING r 1 • UL 263,for the specific applications determined by a soils investigation. /211 CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS r� WALL EITHER DIRECTION 16"O.C. 8" 16" „ CEILING EITHER DIRECTION 16"O.C. 7" 12" F--� Ln 5/8 WALL EITHER DIRECTION 16"O.C. 7" 12„ 6d COOLER NAILS .� r N M TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR lz� M O CJ/$�� 011 16"O.C. 6" 6 EQUIVALANT DRYWALL SCREWS. MM .r GARAGE CEILING h� bA O BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH Q HABITABLE ROOMS IRC SECTION 8702.3.5.1 � w 9 Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall pee- 'f hF �.c. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(l) Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be space cloriC�'O), O minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. WIND DESIGN SUBJECT TO DAMAGE FROM GROUND SPECIAL WIND SEISMIC WINTER ICE SHIELD AIR MEAN Q' 4n ~�1 SPEED TOPOGRAPHIC BORNE FROST DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL MPH EFFECTS WIND DEBRIS DESIGN WEATHERING 11 SNOW (MPH) LINE TERMITE TEMP REQUIRED HAZARD INDEX TEMP LOAD REGION ZONE CATAGORY DEPTH NOV 2 9 2022 ��, - 20 LBS 140 NO NO NOM B SEVERE 3'-0" TO DHEAVYE 11 YES NO 1500 or less 52.1 ,9 p» p ¢ aONINGBOARpp;`APP T�o�NE`Ny� M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table.)'$ O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. "'� TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS Fid u TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED Extent of header(two braced wall segments) 10al c Outside Elevation �Bp l: iN 'o fro Extent of header(one braced wall segment) METHOD CS-GB: TABLE R602.3(1)& � ZL • — — — — n — — �= — —•� R602.10.3(3)GYP.BD FASTENING. ° - -- I I•I ISI 1, 4"OC AT THE PANEL EDGES,INCLUDING o ,I Si levation c I•I TOP AND BOTTOM PLATES AND ALL a 3= fasten king stud to header with c I I•I I° HORIZONTAL JOIINTS BLOCKED. (BOTH SIDES) h ° 6 16d sinker nails I I I I I i, SCREWS( 1 518"TYPE W OR S) °I Min.3"x 11-1 et header Header ° ° I II L I of ° shall occur a of wall ° ° / fasten top plate to header with 0 1.1 METHOD CS-WSP: _a-_sib_. b- °::a°tlo „ AS PER TABLE R602.3(3) °i Header shall be Top plate continuity is two rows of 16d sinker nails @ 3 o.c. EXTERIOR SHEATHING ATTACHED al $� fastened to the required per R602.3.2 0 I WITH 8d COMMON NAILS °I king stud with Braced wall li -o° 0.131 X 2.5"LONG 6-16d sinker nails 0 'I ( ) °I continuo sheated � \� o AT 6"O.C.ON EDGE AND 12" O.C. N with wood Minimum 40001b header to jack-stud I �, •x Fasten sheathing to header with 8d common nails; in.grid strap on both side of opening IN FIELD m m attern as shown and 3 in.o.c.in all framin studs an Is s ctural panels BRACED WALL PANEL INTERIOR FINISH: z w p g( ) opposite side of sheathing 1' SHALL BE MIN. 1/2"GYP,BD FASTENED °c' le Minimum 40001b header-to-jack-stud strap I I I•I I' WITH NAILS OR SCREWS IN ACCORDANCE 3 0 °' on both side of opening opposite side of Panel splice edges shall occur over I'I I'I WITH IRC TABLE R702.3.5 OR 2 ° o sheathing and be nailed to common blocking TABLE R602.3(1)FOR EXTERIOR WALL ° o� °'°°_a;-, ___ within the middle 24"of the octal I I,I x 2 ° Min.Double 2x4 framing covered with minimum __ P w _ _ _ _ _ _ _ _ J' SHEATHING L ° °`'-'-'- -- ---- le height. One row of 3"o.c.nailing _ H. - - - .. ° , 112"thick wood strucral panel sheathing 9 9 9 J ;-° . . . . =• . . • . _ .. - . - �; N ° with 8d common nails 3"o.c.in all framing is required in each panel edge. (studs,blocking,and sills)typical _J I I'I I° @ if needed ALL HORIZONTAL PANEL JOINTS •I I I SHALL OCCUR OVER AND BE i° 2'to 18'(finished width) I I'I I'I NAILED TO COMMON FRAMING i° 2x ouble 2x4 or OR BLOCKING WITH WITH PANEL Min.length 16" 2x6 Ki &Jack stud 1/2"min.thickness wood structural I• EDGE-NAILING IN ACCORDANCE per Table R602.10.5 panel sheathing N I I , Min double 2 x post WITH THE IRC SECTION R602.10.10 Q W SPACING O I. ° I° ( ) yp, Table R602.7 1&2 W c W I I'I I•I No.of jack studs per ,l SPACING I I � I I 1, o i° Min. 2 2x4 t ( ) I•I 1 I° b' b installed l/er section R403 1 6s U I I'll `�_2x4or2x6STUDWALL ( ) = G •I I•I LI I• _ ._.__ .- p I I I I I I 2 X BOTTOM PLATE with 2"x 2"x 3/16"plate washer U z I I I I I I Q W Q) LO I I•I I•I 11.1 •-- EDGE SPACING -6" n Q (� I II II IW Q — W J M OD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 � 0 � � Z FASTENING REQUIREMENTS FOR W 0 –7 BRACED WALL PANEL AS PER U) (n >' O � TABLE R602.3.(3) O (n = — U a- WWO .� O�/ UON wp Simpson L.L_ U O 1-1/4" gals. x 20 gage < Q r. H2A Stud To Rafter Coil strap with (5) 8d common Connector Were the distance is SIMPSON H2A between 9-1/4"to 15-1/4" at each Rafter. With nails in each end at each rafter. Typical Metal WINDOW HDR /provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter Strapping braced wall panels PROVIDE@STRUCTURAL RIDGES at Openings N (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field Horizontally attached (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side Q er plywood sheathing of Ridge to have a co shall have Solid Blocking Schedule Dwg-1 @ all Plywood Joints Simpson LSU skewable hon p g N SIMPSON 1-12A }- Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil m rafters attached to top (5) 8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails a plate with 8d nails @ 6" o.c. (2) 8d x 1-1/2" nails in plate ac in each end. catch jack Studs ° along length of braced wall (5)8d x 1-1/2" nails in Stud Look Out Blocks °° Q W Corner Holdowns # Refer to plans panel. and window or door Header. 04 Typical each side and ALL Less than Gable End Wall > O .. for locations ° if required windows and doors. Or Equal J WU to 12" RIM JOIST BLOCKING BETWEEN RAFTERS 0� BRACED WALL PANELS g IRC 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & LU LU Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS 01�- 0 a —�- See details on NTS RAFTER TO RIDGE STRAP I'RC 802.3.1 this page. TYPICAL ELEVATION NTS U^) IN LIEU OF RIDGE STRAPS v! WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. Z Z NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD CI) N.T.S. 2-1/2" LONG OF THE ATTIC SPACE AND ATTACHED J TO THE RAFTERS WITH 4-81)NAILS O EACH END C) ¢ J W SIMPSON BSC 1-1/4" x 20 gage G-185 0 �. Hot Dipped Galvanized Strap = co with (5)-8d common nails POST TO HEADER CONNECTOR at each stud CUT Strap may be attached OVER LENGTH SIMPSON ABU POST TYP EXT.WALL the plywood OR directly to 12" Min 6" POST TO CONCRETE BRACKET SIDE COVER 2"MINIMUM Studs. p. 2-112"GALVINIZED CARRIAGE BOLTS Nq OR SIMPSON SD STRUCTURAL SILL PLATE CONNECTOR SCREW 3-16d @ 16" oc Along CLEAR GRADE ADHESIVE ANCHORS:HIGH-STRENGTH _ w Braced Wall Panel S W EPDXYANCHORING ADHESIVE FOR W O USE WITH THREADED ROD TYPICAL ANCHOR BOLT -IRC R403.1.6 I FIGURE R602.10.8(1) iv Use 1-1/4" Metal Z Z MECHANICAL ANCHORS;SIMPSON MAXIMUM SPACING: 1/2"@ 72"O.C. Coil Strap 20 Gage o WEDGE-ALL WEDGE ANCHOR EMBEDMENT OF 7"WITH NUT&3x3 WASHER. CD 2 BOLTS PER PLATE AND HOLD AT LEAST a 12" Min Q 16"DIA.CAST-IN-PLACE ONE BOLT-12"MAX AND 3-1/2"MIN OFF (5) Sd common Halls CONCRETE FOOTING,DOWN ENDS OF PLATES. :' o FOOTINGS MUST ,. �_ v BEAR ON TO VIRGIN SOIL in EACH END at = w Q EACH Stud. > (MIN 36"BELOW GRADE) TYP.CONC.FOUNDATION Wrap strap under sill 8d @ 6" oc Along L UNDISTURBED �111- o < SOIL ;!i ilallll�l, , and attach to sill plates Braced Wall Panel SII , FIGURE R602.10.8(1) ° P.T. POST TO CONC. PIER & FOOTINGLill ANCHOR BOLT DETAIL WALL TO WALL STRAP 4 CONNECTION NTS SCALE: 1/2"= V-0" FOUNDATION-SILL-STUD INTS SIMPSON ABU INSTALLED IN ACCORDANCE WITH SIMPSON SPECIFICATIONS AND DRAWINGS. STRAPPING H O 00 cz C ' c� F � T� orso�o �p4� OF NE`N ®®u R905.1.2 ICE BARRIERS; ENGINEERED FLOOR JOIST 0) SELF-ADHERED POLYMER MODIFIED WITH AMINIMUM FLANGE O BITUMEN SHEET USED IN PLACE OF 1/2"THICK GYPSUM OF 1-1/8"X 2"WIDE. N NORMAL UNDERLAYMENT AND BOARD LAYED ON IT ADDITIONAL FIBERGLASS BATT INSULATION aj a pe COPY from LgR EXTEND FROM THE LOWEST EDGES OF TOP FLANGE WITHOUT R402.2.3;EAVE BAFFLES IF REQUIRED TO COMPLY WITH ENERGY Ll4gd docu ALL ROOF SURFACES TO A POINT NOT SHALL BE INSTALLED INVENTED ATTICS. ANY FASTENERS. 7e mrntr 0 LESS THAN 24 INCHES INSIDE THE CODE.REFER TO RES-CHECK OR HERS Gate; ��1'�S A BAFFLE SHALL BE INSTALLED REPORT FOR INSULATION REQUIREMENTS. /�! ��v2_ 0 CL EXTERIOR WALL LINE OF THE BUILDING. NOTE: Z O ADJACENT TO SOFFIT AND SAVE VENTS ON ROOFS WITH SLOPE EQUAL OR GREATER AND EXTEND OVER THE TOP OF THE INSULATION OMITTED THAN 8112,THE ICE BARRIER SHALLALSO BE CONTINUOUS RIDGE VENT FOR CLARITY.REFER TO 2"BATT MINERAL WOOL INSULATION APPLIED NOT LESS THAN 36"MEASURED ALONG ATTIC INSULATION ENERGY COMPLIANCE RIDGE BOARD LAYED ON TOP FLANGE WITH THE ROOF SLOPE FROM THE EAVE EDGE OF THE R806.3 DOCUMENTS INSULATION STAY WIRES 24"APART 0 BUILDINGMIN. 1"AIR GAP MANUFACTURER:"ROXUL" -0 BETWN INSULATION N 12 12 AND SHEATHING FIRE PROTECTIVE OPTIONS 0. TYPICAL ROOF CONSTRUCTION FOR I-JOISTS FLOOR SYTEMS R302.13 Fire protection of floors. 8 8 Class A Asphalt Roof Shingles w/ Floor assemblies that are not required elsewhere in this code to fasteners er manufacturer's s ecification COMPLIANCE WITH: R302.13;FIRE PROTECTION be fire-resistance rated,shall be provided with a INSULATION SCHEDULE P P OF FLOORS: EXCEPTION:#3. %-inch gypsum wallboard membrane, shall comply with 2018 IECC 12 2x4 CT @ 48"oc and the NYS CODE. 5%-inch wood structural panel membrane, 3 Ice &Water barrier as per section R905.1.2 or equivalent on the underside of the floor framing member. Location R-value Thickness (Note: Double underlayment is required Penetrations or openings for ducts,vents,electrical outlets, Flat Clg * R-30c 8-1/4" for Roof slopes between 2 on 12 and 4 on 12) lighting,devices,luminaires,wires,speakers,drainage, Vaulted Clg R-21 8-1/4" R-30 BATT Framing As per plans with 1/2" exterior grade piping and similar openings or penetrations shall be permitted. Floor(unheated space) R-19 6-1/4" R-21 BATT INSULATION span rated structural plywood Sheathing, Exterior 2x6 walls R-21 5-1/2" TOP OF PLATE - _ INSULATION Nail to framing in accordance Fastener Exceptions: Schedules & Strapping air seal walls to pass 3 air changes per hour PP 9 P er detail �- 1. Floor assemblies located directly over a space protected by an All Glazing U = .30 SCGH: .30 Flashing per R905.2.8 Q Z automatic sprinkler system in accordance with Section P2904, Doors-less than 50% glazing U = .40 W NFPA 13D,or other approved equivalent sprinkler system. Door-more than 50% glazing U = .30 SCGH: .30 TYPICAL SOFFIT CONSTRUCTION. W W e W VINYL SOFFIT ON o 6"Wood fascia & 6"Wood rake boards. G 2. Floor assemblies located directly over a crawl space not intended FURRING STRIPS n a Trim in or use "azek" orequal for storage or fuel-fired appliances. *If part or the entire attic will be decked over with plywood, _ BRACING METHOD U 7 the ceilingq 21 BATT Metal drip edge per R905.2.8.5 L 1oists must be deep enough in order to fit the CS-WSP CONTINUOUS SHEATHING QN 3. Portions of floor assemblies batt insulation so that it is not compressed. If not then INSULATION Fully Vented Vinyl Soffits WOOD STRUCTURAL PANEL Q W � L O shall be permitted to be unprotected where complying with the following: CI Jsts will have to be built u Or u raded to the next size. DETAILS ON DWG-2 3.1.The aggregate area of the unprotected portions does not exceed g p pg TYPICAL EXTERIOR WALL W 80 square feet per story ''nn 3.2. Fireblocking in accordance with Section R302.11.1 is installed along Other Specifications: 2x6 Doug-Fir Wood Studs @ 16"Oc. CS-P F CONTINUOUS SHEATHING 0 v, 'J "r- the the perimeter of the unprotected portion to separate the unprotected •Windows: U5 0.30, SHGC5 0.30 - Double top Plate and Single Sole Plate. PORTAL FRAME W portion from the remainder of the floor assembly. \ 1/2"exterior Grade - Span Rated DETAILS ON DWG-2 • z 100% high efficiency lighting (CFIs or LEDs) p rl� z 4.Wood floor assemblies using dimension lumber or structural composite TOP OF SUBFLOOR Continuous Structural plywood Sheathing. W lumber equal to or greater than 2-inch by 10-inch nominal dimension, R403.6 Mechanical ventilation shall be provided that TOP OF FOUNDATION Fastened per Fastener schedule. or other approved floor assemblies demonstrating equivalent fire performance. meets the requirements Of section M1507 - - - - - - - " - ' a a o tyvec House Wrap or equal. (n a Vinyl or Wood Siding as per clients selection BRACED WALL NOTES: O v, O installed per manuf specs and NYS code. 600 _ R403.7 Heating and cooling equipment shall be 6 R302.13 FIRE PROTECTION OF FLOORS: R-19 BATT p•, O sized in accordance with ACOA manual J b a PROVIDE 1/2"GYPSUM BOARD OR 3" INSULATION Cont. load path strapping installed in accordance REFER TO DETAILS ON DWG-2 Y FOR HOLDOWNS,STRAPPING,BRACED LO certified third party rater. MINERAL WOOL a with drawings. Provide Fire Blocking in accordance WALL DIAGRAMS AND DWG-1 O (V with R302.11 & R302.11.1 and FOR NAILING SCHEDULE. ALL BRACED LL V� � o ° °e Draftstopping per R302.12& R302.12.1 WALL PANELS SHALL BE FULL-HEIGHT QOF WALL r- �• UNFINISHED �'a ORCHORIZONTAL OFFSIETS. OVERTICAL 6` BASEMENT b� TYPICAL FOUNDATION CONSTRUCTION N in accordance with chapter 4C U N 4a 3000 psi Air Entrained cast-in-place concrete 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH o U, •° 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 a�•-- o.� wall on cast-in-place Concrete Wall Footing per � m° ° °. • , ,• • . I .• TYP. BASEMENT SLAB � °.� 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 w m Y � �� N�o w TOP OF FOOTING - _ R403. refer to Foundation Plan for footing size & 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE o, 0 o thickness. Concrete Horizontal per gen note#6. SHALL BE OFFSET NOT MORE THAN 4 FEET. ° w- U.-.•- C C Damproofing per R406. 2x6 approved 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL 0 o SECTION _ A THAT SHALL NOT HAVE VERTICAL IN HORIZONTAL OFFSETS. .�o a 0 U_H treated Sill Plate, Sill Seat And Termite shield per 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH °7 0 °'E o o U' m o 0 Section R318.Anchor bolts per Foundation Plan END OF A BRACED WALL LINE = n T m v,,m Y 37'-6" CL and R403.1.6 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL 0 L N.o °3 M ° o 17'-O" 2'-0" �� PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE o o r 5 o °c a r m t w SCALE: 1 /4" = 1 -O INTERIOR WALL FINISH R602.10.2.2 $ a� _ Provide 1/2" Gypsum Wall Board on ceilings M r ` CUN o°3 s E OUTSIDE BASEMENT ENTRANCE YP 9 _ 8"CONCRETE WALL ON MIN I6"X8" --------- ---------------------------------------- a, °c:° Cr w. o ----------------- and walls ° ° �' C � �. FOOTING WITH 4"CONCRETE LANDING& , r r= E o z c4"DRAIN TO DRYWELL,CONCRETE STAIR �9 caQC 9:C c wd) o •__ ____ __ __ ___ __ __ ____ __ __ _ __________^ ' ID N MEETING R311.7-STAIRWAYS. (2) c cLEm -o a) v HANDRAIL PER R311.7.8, 34"-38"ABOVE CU a a m E a.5 o in. NOSING. 36"HIGH GUARD RAIL ON UP d• F•D• N VENT CLOTHES DRYER TOP OF CONCRETE WALL. 3 Al IN ACCORDANCE WITH CHAPTER 15-CLOTHES -_ DN 3"- - ' ' \ DRYERS EXHAUST. TW3036 Q ----------------------- -- -- ---- -- -- ------- -- ---- -- •---- Ln i .------------------------------------------------------------------------- - ' c o0 0o SHELVES PLUMBING NOTE: IBJ ----------- EXTERIOR ' o J 3'-6" 3'4'/z'+ 18 3'-0" 15'- z' " LIGHT '� 0 5`0 ALL PLUMBING SYSTEMS SHALL BE o ' ABOVE ; ; M 5' " ' " 3'/z' 5'/Z" _ INSTALLED IN ACCORDANCE WITH :0 ,U) � PANTRY PART VII-PLUMBING co ' a Q ,N co BATHROOM ELECTRICAL NOTE: Q zit �X � N o `°� w 1- @'t ALL ELECTRICAL EQUIPMENT ' ' .1 � �@) AND WIRING SHALL BE INSTALLED z co ' rn i i r 3 N 2'-0" IN ACCORDANCE WITH PART VIII-ELECTIRCAL J W Q N o: _ UJ w - OF THE NYS CODE. A MINIMUM OF 75%PF ~ O LL PERMANENTLY INSTALLED FIXTURES Q F'i ~�, W CO i O 12'-0" u7 LO of z g MUST HAVE HIGH-EFFICACY LAMPS.00 W W Q i U_0 3'-0" oo J JO Z o UNFIN. BASEMENT ; 15'-3'/z" N M MECHANICAL NOTE: AQ' ° O m 4" CAST-IN-PLACE CONCRETE i - ° o S x N _ THE MECHANICAL SYSTEMS SHALL R 0 O o o _ O S 2x12 RIDGE cli ' `o U SLAB INSTALLED IN i -o' - - - - - - - - o� - - - -o- - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ o BE INSTALLED IN ACCORDANCE WITH N ; ; a ACCORDANCE WITH CODE cV N w �� - PART V&VI OF THE RC OF NYS. }J SECTION R506 ; ____ °° - FAMILY `4 ALL MECHANICAL SIZING PER ACCA o C7 ^ 0 En F-U) v o ° MANUAL"S"BASED ON LOADS ri.' ' ^ W N O ' W W -W M ROOM ° fD UL LISTED CALCULATED PER ACCA MANUAL"S' ' g_ 3 ; ; N U_ ~ c^° �� WOOD BURNING DUCT COMPLIANCE WITH MANUAL"D" w ' M wG J Q o; c _ ¢ 0� 11'-0"CLG HT PRE-FAB FIREPLACE CV F- ' ' �o' Cl) \ J o _ c GLASS DOORS& R303.4 MECHANICAL VENTILATION. N O LU: C110 0 w ,� , - � BEDROOM #1 w HEARTH EXTENSION 0 0 DWELLING UNIT SHALL BE PROVIDED N Z LU: oOz �? X wv o W [0 Q' w a r- c" U N F- O F- AS PER RESIDENTAIL a WITH WHOLE HOUSE MECHANICAL -� O , r 9'-0"CLG HT m x u -' d �, co N M U_ z g CODE-CHAPTER 10 0 0 VENTILATION IN ACCORDANCE WITH 0 04 CV Q 04 c,,� 00 w O VENT TO EXTERIOR SECTION M1507.3 U LD C'4 W N U VILJ Q U ---• oo - �i ' ' i " i i-- N N ------- - Q W r ' 36-2 , , _ M 311,3.2 Floor Elevation for other exterior doors: cr- U) ' 13'-0" 2'-0" N 21'-0" Atop landing is not required where a stairway of not M " more than TWO Risers is located on the exterior ------------------------------------------------------------------------------------------------ 5/ 3'/z, �/1 5�/„ side of the door,provided the door does not ' swing over the stairway 36X80 ------------------------------ • ---------------------------------------------------------------------------------- A351 TW3052 TW3052 COVERED O Smoke Detector PORCH ; ; Carbon Monoxide Detector 34'-3" Refer to DWG-1 General Notes - In accordance with Section 915 of the A ; ;3'/Z' 3'/�" 2020 IFC, R314, R315 of the Residential code of NYS (2)1-3/4"x11-1/4"LVL (2)1-3/4"x11-114"LVL (2)I-3/4"x11-1/4"LVL o ________________________________ _------------------------------ ----------------------------- ¢ o � ►� M ' 11 11 SE DIA.FOOTING 3T-6" 6X6 SOLID SEE DETAIL ON DWG-2 �� OC 0 1 -7 11'-5 13132 11 5 5/32 11 -5 13/32 11-711 WOOD POSTn�5!'E_bv y AR p WRAP IN AZEK TRIM Vii.ti �, J N,/V^ g O � M IST FLOOR PLAN ,� �,�� _! � WINDOWS EXTERIOR FRENCH & SLIDING DRS _ 37'-6" Plans indicates ANDERSEN series 400 Tilit Wash SCALE: 1/4" = V-0" KEY �`� � Model Numbers and shall be In accordance with R609 A. s O To be designed & installed as per manufacturers TYPICAL FOUNDATION -8'-0"HIGH AREA SCHEDULE IN ACCORDANCE WITH CHAPTER FOUNDATION PLAN FOUNDATION WALL KEY specification for 140 ultimate design wind speed EXISTING WALLS TABLE R404.1.2(8): and Table 301.2(2), 301.2(3) NAME AREA NEW WALLS 8"CAST-IN-PLACE WALL WITH SCALE: 1/4" = V-0" Provide HP LOW-E4 glass; U = .30, SHGC = .30 FIRST FLOOR AREA 750.0 sq ft, gj• , HORIZONTAL REBAR PER TABLE . . EXISTING FDN WALLS EGRESS: shall meet R 310 �'� t��. R404.1.2(1)-SEE DWG-1 NOTE#6. WALLS TO BE REMOVED 3 ON 16"x 8"CAST-IN-PLACE CONT.WALL FOOTING, TYPICALANCHOR BOLT -R403.1.6 WINDOW FALL PROTECTION: shall meet R312.2 2-2 x 6 ACQ SILL PLATES, COPPER TERMITE MAXIMUM SPACING: 1/2"@ 72"O.C. 117 NEW FDN WALLS Substitutions made upon meeting Code. SHIELD, EXTERIOR DAMP-PROOFING, ALL EMBEDMENT OF 7"WITH NUT&WASHER. See page one, general notes for additional FOUNDATION FOOTINGS TO EXTEND TO 2 BOLTS PER PLATE AND HOLD AT LEAST [ _ _ _ _ _ ] FDN WALLS TO BE REMOVED code requirements. VIRGIN SOIL & BE FULL HEIGHT OR STEP ONE BOLT-12"MAX AND 3-1/2"MIN OFF FOOTINGS IV TO 2H ENDS OF PLATES. &log "pt copy from LBR 0) TOP OF ROOF Zgq �• N OP OF ROOF �,nnt viers documents CONT.RIDGE VENT e Date: !/ D 2z 12 / 8 !�J17/ 2d 2L Q 8[�� / OO11 12 O O -C3 O GUTTERS&LEADERS O AS REQUIRED TOP OF PLATE - - - TOP OF PLATE ' — 0 bo o • o Z www 4"reinforced TOP OF SUBFLOOR Z U — - - — - - - — TOP OF SUBFLOOR PC Pad on grade (maximum one Riser) U TOP OF FOUNDATION - - - — Z N TOP OF FOUNDATIONN _ I I _�..__.�.,. ; .W., h _ . -- -1- -- j 0<.. � C: Lo I 4"reinforced I I '—�//•�� (U PC Pad on grade'- ; I I 311.3.2 Floor Elevation for other exterior doors: ' ' n vJ J r I I (maximum one Riser) I I I I I I I Atop landing Is not required where a stairway of kot I I I >- w more than TWO Risers is located on the exterior LJry side of the door,provided the door does not I I I I .. = Z I I I I I I I I I I FRONT ELEVATION LE VATIONI I swing over the stairway I I I 1 O -5 RIGHT ELEVATION I IS ,� _ 1 „ ( -0 qALE: 1 /4 -01 Ou3:SCALE. I1 /4 1 ' TOP OF FOOTING L J I _ _ _I _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ I _ _ _ _ I I I _I 0// o O -�' - - - - - - - - - - - - �� — — —� — — — — — I— — — — — — — — -- — — -i-I — — — — TOP OF FOOTING- - - - - - —j — �— — — — — — — — — — �— �- — — — — — — — — — -L —1 — — — — — — — — — —� — �- — cl1 U O N o - - — - - - - — — - - - - - - - - - - — - - - - — - - - - - - - - — - - — I — � ccs CONT.RIDGE VENT N to C E f6 In 0 C to O O 2 E O L71 - ` O d O O c � E E m 0 o w r `O C C1- 1:' 0p V C v C V A d 0 0 = C N N c v c 2 t •N CO' 0,2 1 M, O E a.s o� o y GUTTERS&LEADERS U o U Y CL v _'em N m!_n 2 c ` aa`o c 3 AS REQUIRED °1 s N a 3o m� TYPICAL o o K 0'2 � c U., L J_ C Cca N N-NO`•3 O E VENTS: m, o'�� m c E �•�o m L d P3103.1 ROOF EXTENSION M� z:� a N ) o OPEN VENT PIPES SHALL m c a E m m a w o O w U) EXTEND MINIMUM 6”ABOVE U w m a• m E o o n THE ROOF OR 6"ABOVE THE ANTICIPATED SNOW ACCUMULATION. P3103.2 FROST CLOSURE: WHERE THE 97.5%VALUE FOR Q 4" VENT THRU 4" VENT THRU OUT-SIDE DESIGN TEMP IS 0 DEG F ROOF ROOF OR LESS.VENT EXTENSION THROUGH co A ' A ROOF OR WALL SHALL NOT BE LESS t y THAN 3"IN DIAMETER. ANY INCREASE ' IN SIZE OF THE VENT SHALL BE MADE �- I NOT LESS THAN 1 FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILDING. I a- I Q LU I* 211 'w- •; I �'r 211 O R303.8 Exterior Stairway Illumination I ''- ' ; 311 I 311 ' ; ~ ` ' ` F�� w Exterior stairways shall be provided with artificial light source I / U located at the top landing of a stairway. Exterior stairways I ' 11 -----,------ ' 1 providing access to a basement from the outdoor rade REAR ELEVATION ' ' ' - ---_-2 - 1 1 1 I.LI w d I I I P 9 9 I � _ l (,L level shall be provided with an artificial light source located I at the bottom of the stairway. g I SCALE: 1 /411 — V-011 1 , 3" . 1 1 ' C LAV ; I WLAV LAV WC STALL ' — I' — II - — - - - - - - - — - — - — - - -„ �- - - - - - - — - — - - - — - - — — � 1 WM DW Sink I w I SHOWERN F- O N Z FIRST FLOOR 1-1/2” I 1-1/2" = w U LO 12 12 , Q W Q 1 U �J 8� � /�11 � 2" I 311 211 C/, I 12 3 CO CO l�. 4" FAI 4" CONNECT TO A NEW PLUMBING RISER DIAGRAM SUFFOLK COUNTY DEPT. OF HEALTH APPROVED Not to Scale SANITARY SYSTEM. p rn l� 07 � n, p r, "C3 b.O '� � r" , D :LEFT ELEVATION : : I I I 1 1 — SCALE: 1 /4" - l '-0!1: 1-0!11 I I I I I I I I I �— — — — — — — — — — — — — — — — — -- — — I L_ �- - - - - - - - - - - - - - - - - - — - - - - - — � FOPN �c P�e-L APPROVED AS NO ED OCCUPANCY OR DATE. �B.P USE IS UNLAWFUL FEE"BU BY: WITHOUT CERTIFICATE NOTNG DEPARTMENT AT OF OCCUPANCY 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULATION "' " rt�L'i W I"H A' L. CCDICS Oi_ 4. FINAL-CONSTRUCTION MUST I,I :v'V YORK S.ATE & TOWN CODES BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEETTHE AS REQUIRED AND CONDITIONS OF REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOWN ZBA YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES .DEC C CERTIFICATION Must provide Manuals PLUMBER CER? D, J and S as per ON LEAD CONTENT CUPANCY NYS Energy Code CERTIFICATEOF IN WATER SOLDER SJPPLY SYSTE F A �E�p,LEAD door EXCEED 2110 O and ductwork tertinf; rcgiiired- t I E s 17, TEST I':GEEFC"lLlivy'L I.P�i GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE R302.6 MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE In combustible construction where there is usable space both above and below the concealed space DWELLING-GARAGE SEPARATION BASED ON TABLE R602.3 (1) NAILING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does MATERIAL USE LIVE DEAD as adopted by New York.State May 12, 2020, not exceed 1,000 square feet, Draftstopping shall the concealed space into approximately SEPARATION LOAD LOAD Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: NOT LESS THAN 1/2'-INCH GYPSUM OR 10 NUMBER AND TYP SPACING AND 2020 Energy Conservation Construction Code of New York State,the 1. Ceiling is suspended under floor framing. FROM THE RESIDENCE AND ATTICS Uninhabitable attics without storage DESCRIPTION EQUIVALENT TO THE GARAGE SIDE OF FASTENER LOCATION 2020 Building Code of New York State; Plumbing code;Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. Uninhabitable attics with limited storage 20 10 Fuel gas code; Existing building code; Property maintenance code. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8'-INCH TYPE X GYPSUM ITEM ROOF FRAMING ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls BOARD Habitable attics&attics served with fixed stair 30 10 1 N drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES4-8d BOX (2-112")OR USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2'-INCH GYPSUM BOARD Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOENAIL tU Additions,Alterations&Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR EACH JOIST TOE NAIL .G Double around openings in floor and roof framing. NOT LESS THAN i12'INCH GYPSUM BOARD 3-8d COMMON 9 GARAGE LOCATED LESS THAN 3 FEET FROM A O 2. Written Dimensions take precedence over scaled dimensions APPLIED TO THE INTERIOR SIDE OF Guards and Handralts 200 GELLING JOISTS NOT TO PARALLEL 4-1od BOX (3")OR p DWELLING UNIT ON THE SAME LOT .- 17. Metal flashing shall bi=,installed were concrete abuts wood, EXTERIOR WALLS THAT ARE WITHIN THIS AREA 3 RAFTER LAPS OVER PARTITION TABLE 8802.5.2 3-16d COMMON 3-1/2" FACE NAIL O- 3. The contractor prior to the start of construction shall vert all Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL O p verify and were decks abut mouse framing. 4 RAFTER HEEL JOINT SEE TABLE 8802.5.2 FACE NAIL dimensions,existing or new and be responsible for field fit. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD passenger vehicle garages 50 COLLAR TIES 4-10d BOX (3") OR 18. Install joist hangers at all flush structural load bearing conditions. SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 5 4• The mechanicals stems,electricals stems, plumbing systems and solar energy systems, OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER O y y g y gy y RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS Rooms other than sleeping rooms 40 10 shall be installed in accordance under latest State approved Building Codes. 19. All window and door headers to be 2-2x10 unless noted otherwise. SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 6 RAFTER TO TOP PLATE All systems are to be designed, installed, &specified by the general contractors; HVAC, Sleeping rooms 30 10 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND P 9 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE O electrical or plumbing sub-contractors. 20. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Stairs 40 20 OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor, and NFPA 72 .ShnII tie;provided in each sleeping Room, outside of each separate sleeping area in the immediate vicinityof the bedroom and on each storyof the dwelling,includingRoof 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity basement and cellars;find not less than 3 feet from the bathroodoor containig a p 20 20 3-10d COMMON TOE NAIL TABLE 8301.2.1.2 Windborne Debris protection of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. Fastening Schedule for wood structiral panels 3-16d BOX OR be the responsibility of the general contractor to vert the depth of all existing footings addition,or conversion is made to an Existing Residence, 2-16d COMMON END NAIL p y g verify p g 9 WHENEVER an alter�a`ion, disturbed by construction. the smoke detection v.istem of the ENTIRE residence must be brought up to code, Fastener Panel Span Panel Span Panel Span ALLOWABLE DEFELECTION OF ALLOWABLESTRUCTURAL MEMBERS DEFLECTION WALL FRAMING TABLE R401.4.1 subscript b:Where the building official determines that in-place soils hardwired and interconnected. Type Less than or less than or less than or with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, 21. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 equal to 4 feet equal to 8 feet equal to $feet Rafters having slopes greater than 3/12 with $ STUD TO STUD(NOT AT BRACED WALL PANELS) 165 COMMON no finished ceiling attached to rafters L/i 80 3.5"x 0.162" 24"O.C.FACE NAIL the allowable bearing capacity shall be determined by a soils investigation. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area STUD TO STUDAND ABUT"ING STUDS AT 16d BOX in the immediate v;ccr,'ty of the bedrooms. combination carbon monoxide No 8 Wood screw Interior walls and partitions H/180 9 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" 16"O.C. FACE NAIL 6. Cast-in-place concrete shall be air entrained; 5%<7%total air content by volume and have and smoke alarms shill be permitted in lieu of carbon monoxide alarms. 16 inches 10 inches 8 inches f based anchor with 16d COMMON . on center on center On center 10 BUILT-UP HEADER 3-1/2"x 0.162" 16"O.C. FACE NAIL ALONG EDGES an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, 2 inch embedment L/360 Q Z garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. All CO alarms shall be connected to the lighting circuit with no intervening wall len ht 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-1J2"X0.113") 9 9 9 9 All other structural memebers TOE NAIL W W All Concrete shall conform to the latest ACI standards. switch with battery barkup. Battery-powered alarms are not allowed. LJ240 OR 4-8d COMMON W No 10 Wood screw Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-112"x 0.162) 16"O.C.FACE NAIL Reinforcement: Steel reinforcement shall comply with the requirements 22. WALL BRACING: Buildings shall be braced in accordance with r= based anchor with 16 inches 12 inches 9 inches Exterior walls-wind loads/brittle finishes L/240 8-16d COMMON(3-1/2 ) FACE NAIL ON EACH SIDE OF END U Z of ASTM A 615,A 706 or A 996. section 8602.10.4.2 Continuous sheathing method. Minimum field strength Of reinforcing steel shall be:40,0000 psi rade 40 , g 2 inch embedment on center on center on center 13 DOUBLE TOP PLATE SPLICE', OR 12-16d BOX(3-1/2") JOIST MIN 24"LAP SPLICE LENGTH Q CV y g g P (9 ) End conditions for braced wall lines for the continuous sheathing shall conform required reinforcement slnall be in accordance with Table R404.1.2(1)thru to Figure R602.10,7. Braced wall panel connections lenght Exterior walls-wind loads/flexible finishes LJ140 '_ LL! EACH SIDE OF END JOINT) � Q � R404.1.2(9). shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) L=span length,H=span height 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-112")OR 16"O.C. FACE NAIL W (� a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. OR BLOCKING NOT AT BI r',OED WALL 16 BOX 3-1/2" " Q Q 'n J Location of Reinforcement:The center of vertical reinforcement in basement walls shall be 23. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be ( ) ( ) 12 O.C. FACE NAIL v� located at the centerline of the wall determined from tables 8404.1.2(1)through 8404.1.2(9). provided to transmit the applicable uplift forces in section 880211.1 from the b.Fasteners shall be installed at opposing ends of the wood structural panel. 15 BOTTOM PLATE TO JOIST,FIM JOIST BAND JOIST 3-16d BOX }- 9 p TABLE R802.5.2 OR BLOCKING AT BRACEr,WALL PANELS 3 EACH 16"O.C.FACE NAIL Fasteners shall be located a minimum of 1 inch from the edge of the panel. ( � ) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL Vertical reinforcement in basement walls shall be located roof assembly to the foundation. � to provide a maximum cover of 1-1/4 inches from the inside face. c.Anchors shall penetrate through the exterior wall covering with an embedment length of RAFTERICEILING JOIST HEEL CONNECTION Z 16 3-16d BOX (,J„� 24. Asphalt Shingles: Shal!comply with ASTM D 3462. Wind resistance of not less than 2 inches into the building frame, Fasteners shall be located not less than TOP OR BOTTOM PLATE TC STUD 2-16d COMMON END NAIL O >_ -3 Concrete basement foundations shall have horizontal reinforcement as follows: asphalt shingles shall bot tested in accordance with ASTM D 7158 and classified 2-1/2 inches from the edge of concret block or concrete. RAFTER RAFTER GROUND SNOW:20 PSF W Based on R404.1.2(l)- (includes basement entrances and Window wells as per Table R905.2,4.1 of the NYS Residential Code. SLOPE SPACING V O ) p 3-16d BOX O O g P Fasteners for asphalt shingles shall be galvanized or stainless steel,aluminum or d.Where screws are attached to mason or mason (stucco,the shall be attached ROOF SPAN 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL Less than 8 foot Wall Height: #4 bar within 12 inches of the to of masonry masonry/stucco, y 2-16d COMMON using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. LL. wall and One#4 bar ne�rr mid-height of wall. copper roofing nails,minimum 12 gage shank with aminimum- W •w 12 FT 20 FT 28 FT 36 FT " n 3-8d BOX O U 0 L Greater than 8 foot Wall (Height: One#4 bar within 12 inches of the top of 3/8"inch diameter head The fasteners shall penetrate through the roof sheathing 1$ 1 BRACE TO EACH STUD A.D PLATE FACE NAIL wall and One#4 bar near the third points in the wall story. and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Exterior glazing2-Sd COMMON but not less than 4 per strip. be protected buildings located borne debris.Wood-Borne debris regions shall MM N NUMBER OF 16D COMMON NAILS L.L. U O 7. Base design value for visually graded dimensional lumber:Joists,studs Rafters and All Glazed opening protection shall meet the Large Missle test ASTM E 1996 Q Q rte" Framing lumber shall be DOUG-Fir Larch#2 or better,E= 1,600,000 25. Flame Spread Index: R302.9 and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 3:12 16"O.C. 5 8 10 13 Min.Fb for dimensional lumber=850 psi. wall and ceiling finishes shall have a flames read index:5 200 Garage door glazed opening protection for wind borne debris shall meet P 9 P 4:12 16'O.C• 4 6 8 10 Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies ANSI/ thin 1 115. Areas within hurricane prone regions: <n (1). within 1 mile of the coastal high water line were the ultimate design o Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. &attics shall have a flame spread index:5 25 winds speed Is 130 miles per hour or greater. 5:12 16"O.C. 3 5 6 8 w c E•S2 P P g FLOOR FRAMING ° o y (2). In areas where the ultimate wind design speed is 140 MPH or greater. o E 12 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: Smoke-developed Index: R302.10 7: 12 16"O.C. 3 4 5 6 00, 0 2 o a o a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D wall and ceiling finishes having asmoke-developed index 5 450 A. EXCEPTION: 4-Sd BOX n L u1 IA b O or stainless steel. Insulation material,vapor retarders within roof, floor,wall,ceiling assemblies Wood Structural panels with a minimum of thickness of 7116 inch and a maximum span 9: 12 16"O.C. 3 4 4 5 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL o eo m _ b.) Use Copper flashing Only against ACQ Lumber Sill Plates &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to ° Z o ° " N = t0 cc cover the glazed openings with attachment hardware provided in the table below. 12:12 16"O.C. RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON $ y O1 42= 03-.2 w c.) All Structural connectors i.e.Simpson strong-Tie or USP,etc Label all panels and store in a dean d area of the house. 3 3 4 4 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL -S c o 5 040 ` N m o shall be Hot-Dipped Galvanized or Stainless Steel, P dry 00.2 `.6 " Attachments shall be provided in accordance with the table as follows: c ° Y m_ 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 23 BLOCKING TO JOIST 2-10d BOX a1!-t c c ca i Q a`o c o3 BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 2-8d COMMON EACH END o o u c n U ai s 8 o installed in accordance with the manufacturers latest installation details, LOCATED HIGHER IN THE ATTIC THE HEEL JOINT Framing connectors,Allowable Hole diagrams,specifications, etc. CONNECTION SHALL BE INCREASED AS FOLLOWS: 24 BLOCKING TO SILL OR TOP PLATE 4-16d BOX TOE NAIL v tv•�c m `y L "Micro-Lam"Design Stress: E= 1.9, Fb=2,600 psi,Fv=265 psi ` "Parallam PSL"Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi 3-16d COMMON a'o c Co w o g 3 2 o u = o a o a r o �� '-- 6" DIAMETER -�I H c/ H r HEEL JOINTAJDUSTMENT FACTOR " 3-16d COMMON "1 0 ° E c s E " c "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv=300 psi 25 2 PLANKS(PLANK&BEAM FLOOR&ROOF) AT EACH BEARING,FACE NAIL o•2 y m ` ° ° �' y 1 / 3 1.5 4-10d BOX 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, _�'""" " e_ 0 c t y c U c to N• Q W C 8 8 m 0 ONSTRUCTION TYPE 1 /4 1.33 26 BAND OR RIM JOIST TO JOIST 4-10d BOX FER JOIST 0 M o = = a E 2$o n each sleeping rooms in basement, habitable attics, and every sleeping room ^I", "II", "III", "IV", OR"V" 3-1 sd COMMON shall have at least ONE operable emergency escape opening as follows: 1 / 5 1.25 Sill height of not more than 44 inches above finished floor. A. Minimum net clear opening of 5.7 square feet. REFLECTIVE RED w-= - 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM STAGGERED ON OPPOSITE SIDES O 4-16d BOX 0 _ Except grade floor openings shall have a minimum net clear PANTONE#187 7/16" min. structural plywood 2$ LEDGER STRIP SUPPORTING JOISTS OR RAFTERS EACH JOIST OR RAFTER,FACE NAIL opening of 5 square feet. ;� a= B. Minimum net clear opening height shall be 24 inches. 3-16d COMMON W E'"` CL C. Minimum net clear opening width shall be 20"• Panel,Attached to TABLE 802.11 ZQ BRIDGING OR BLOCKING TO JOIST 2-10d BOX(3") OR W ~ (, RAFTER UPLIFT CONNECTION FROM WIND EACH END, TOENAIL O W U) D. emergency escape and rescue openings shall be operational Frame in accordance 2-8d COMMON(2-1/2f') = Z Z J from the inside of the room without use of keys or tools. REFLECTIVE _ � WHITE FIELD with Table 8301.2.1.2 WOD STRUCTURAL PANELS SUBFLOOR RAFTER ROOF EXPOSURE C , WHERE Basement contain more than one or more sleeping rooms, of the residential code ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND � J z Q an emergency escape opening shall be provided for EACH sleeping room. SPACING SPAN W < O W Emergancy escape and rescue opening shall open directly to the outside `{• :;.,� Of New York State (FEET) ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING _ 0 EXCEPTION: Grade floor or BELOW rade floor openings shall have --. .t--- W 130 140 DESCRIPTION OF SPACING OF FASTENERS V ROOF PITCH ROOF PITCH NUMBER AND TYP z � � 9DESIGNATION FOR STRUCTURAL (n LL a net clear opening of not less than 5 square feet. COMPONENTS THAT ARE OF 1/2" <5:12 z5:12 <5:12 i 5:12 BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING W -' TRUSS TYPE CONSTRUCTION STROKE WINDOW UNIT PANEL EDGES SUPPORTS GABLE END WALL FRAMING (' � 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each "F" FLOOR FRAMING INCLUDING 16"O.C. 12 214 201 263 247 ,� 6d COMMON(SUBFLOOR,WALL) continuous run of treads or flight with FOUR OR MORE RISERS. GIRDERS AND BEAMS Handrail Height measured above stair tread nosing,shall not be less than 16"O.C. 18 277 259 342 322 30 3/$ - 112 8d COMMON(ROOF) 6" SEE NOTE A 6" 34 inches and not more than 38inches. All Handrails shall be continuous "R" ROOF FRAMING 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" the full length of the stair from a point directly above the top riser of a flight 16"O.C. 24 340 318 422 396 to a point directly above-the lowest riser of the flight. Handrails adjacent to "FR" FLOOR AND ROOF FRAMING UNDER SECTION 602 OF THE BCNYS 16"O.C. 28 348 358 476 446 n f1 a wall shall have a space:of not be less than 1-1/2 inches between the wall 32 1-1/$"- 1-1/4" 1od COMMON NAILS 6 12 and the handrail.see code for exceptions. Refer to Code for grip size specifications. PLYWOOD STORM PANEL 16"O.C. 32 427 398 529 496 -" 1/2"STRUCTURAL CELLULOSIC 12. GUARDS: 8312 Porches, balconies or raised floor surfaces located more than 30" TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 SHUTTER DETAIL 33 FIBERBOARD SHEATHING 1-1/2"GALV.ROOFING NAIL 3" 611 LLI above the floor or grade below shall have a railing not less than 36 inches NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD 16"O.C. 36 469 438 538 547 in height. Railings shall have Top rails and Balusters and Bottom rails that are Refer t0 General Notes for Panel 16"O.C. 42 535 499 664 622 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL 7'1 711 p O NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed Applicant shall provide engineered wood placard fastener requirements. " FIBERBOARD SHEATHING CV Z by the riser,tread and bottom rail of the guard rail at the open side of a stairway on or adjacent to electrical meter box for field inspection. 16 O.C. 48 599 559 745 697 are permitted to be of such a size that a 6 inch sphere cannot pass through. 35 1/2" GYPSUM SHEATHING 1-1/2"GALV•ROOFING NAIL 7" 711 0 < Open sides of stairs with a total rise of more than 30 inches above the floor or Residential structures with Truss type construction, a grade below shall have guards not fess than 34 inches in height measured Pre-Engineered Wood Construction And/or Timber Construction U) W " 518" GYPSUM SHEATHING 1-3/4GALV. ROOFING NAIL vertically from the nosing of the treads. for new dwelling and/or any addition,alteration 36 7" 7" j Q a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Q W 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window shall be affixed on or adjacent to any electric box attached to the exterior TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES � t) opening is located LESS than 24 inches above the finished floor and GREATER of the structure for field inspection EXTERIOR WALL WOOD STRUCTURAL PANELS OF FOUNDATION MATERIALS TO RESIST WIND PRESSURES TABLE 8602.3 (3) than 72 inches above the finished grade or other surface below on the exterior of the building,the window must be provided with a window opening control device CLASS OF MATERIAL LOAD-BEARING PRESSURE that compiles with R312.2.2 Window Opening Control Devices. Crystalline bedrock 12,000 psf WALL MINIMUM NAIL MIN WOOD WOOD NAIL SPACING 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblockin shall be installed in Sedimentary and foliated rock 4,000 psf STUD 9 Sandy gravel and/or gravel(GW and GP) 3,000 psf NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL SPACING EDGES FIELD accordance with R302.11 thru R302.11.2 and Draftstopping shall be Sand,silty sand,clayey sand, silty gravel and clayey gravel PANEL SPAN RATING THICKNESS installed per R302.12 thru R302.12.1 (SW,SP,SM, SC, GM and GC) 2,000 psf 8d COMMON NAIL Clay,sandy clay,silty clay, clayey silt,silt and sandy silt (2.5"X 0131") 1.75 INCH 24/16 7/16" OR 1/2" 16" O.C. 6" 1211 1� Fireblocking materials 8,302.11.1 shall be as follows: (CL, ML, MH and CH) 1,500 psf 1. Two-inch nominal Dumber 2. 1/2"gypsum board a.When soil tests are required by Section R401.4, INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance the allowable bearing capacities of the sal shall be part of the recommendations. Lin with the 10 foot horizontal fireblocking in walls constructed using parallel GYPSUM BOARD FRAMING SPACING OF FASTENERS W '� N rows of studs or staggered studs. GYPSUM BOARD F_ b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS � � � � 4. cellulose insulation installed and tested in accordance with ASTM E 119 or THICKNESS p•.I ,4 are likely to be present at the site, the all3wable bearing capacity shall be FRAMING SPACING NAILS SCREWS TO WOOD FRAMING r 1 r4 UL 263,for the specific applications determined by a soils investigation. `/ 1/2" CEILING EITHER DIRECTION 16'O.C. 7" 12" 5d COOLER NAILS ice, ►,� U WALL EITHER DIRECTION 16'O.C. 811 1611 r Z 4 5/V„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS h�+� [~'� N WALL EITHER DIRECTION 16"O.C. 7" 12" �j v ,? MP111 rid TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR 0 5I$" GARAGE CEILING n EQUIVALANT DRYWALL SCREWS. .+ PERPENDICULAR 15 O.C. 6 611 SCREWS SHALL COMPLY WITH BENEATH •.� N U HABITABLE ROOMS IRC SECTION R702.3.5.1O/ Cd Where the ultimate design wind speed is 130 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 Inches o.c. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE 8301.2(1) Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to Intermediate supports shall be spaced 6Inches o.c.for O WIND DESIGN minimum 48-inch distance from ridges,eaves and gable and walls;and 4 Inches on center to gable end wall framing. GROUND o WIND �SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN SPEED TOPOGRAPHIC SPECIAL BORNE SEISMIC FROST DESIGN REQUIRAYMENT FLOOD FREEZING ANNUAL SNOW l G (MPH) EFFECTS WIND DESIGN WEATHERING DEBRIS LINE TERMITE LOAD REGION ZONE CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP 4 yN 20 LBS 140 NO NO NOM B SEVERE3'-0" TO DDERATE 11 YES NO 1500 or less 52.1 �I M.In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. ; O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure 8301.2(6)for sites at elevations up to 1,000 feet. ' 01900 O Sites at elevations above 1,000 feet shall have their ground snow load Increased from the mapped value by2 psf for every 100 feet above 1,000 feet. SOF NE`N j TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED Extent of header(two braced wall segments) Outside Elevation Extent of header(one braced wall segment) I. METHOD CS-GB: TABLE R602.3(1)& '� = — ;-�'— — ; �= — ='�' R602.10.3(3)GYP.BD FASTENING. s ° ° ° o Si levation ,I ISI I•I 1, 4"OC AT THE PANEL EDGES, INCLUDING •) I•I I•I TOP AND BOTTOM PLATES AND ALL a 3= I' HORIZONTAL JOIINTS BLOCKED. BOTH SIDES ° ° , fasten kin stud to header with c SCREWS(1 5/8"TYPE W OR S) { ) ° ° ° , . Min.3"x 11-1 ' et header Header , , e ° ° / 6-16d sinker nails o .I ISI shall occur a of wall ° ° fasten top plate to header with •I I'I METHOD CS-WSP: ° o @ " @ AS PER TABLE R602.3(3) Header shall be Top plate continuity is ° two rows of 16d sinker nails 3 o•c• s •1 I.I EXTERIOR SHEATHING ATTACHED fastened to the required per R602.3.2 0 I WITH 8d COMMON NAILS king stud with Braced wall I $ 0.131 X 2.5"LONG 6-16d sinker nails Minimum 40001b header-to-jack-stud •I { ) continuo sheated I• AT 6"O.C.ON EDGE AND 12" O.C. Mn Fasten sheathing to header with 8d common nails i In,grid with wood o strap on both side of opening INFIELD m m pattern as shown and 3 in.o.c.in all framin studs an Is s aural panels ° I I 1' BRACED WALL PANEL INTERIOR FINISH: x w 1° p g( ) opposite side of sheathing 1' SHALL BE MIN,1/2"GYP.BD FASTENED m Minimum 40001b header-to-Jack-stud strap I I t•I I' WITH NAILS OR SCREWS IN ACCORDANCE o �= on both side of opening opposite side of a Panel splice edges shall occur over WITH IRC TABLE R702.3.5 OR o r sheathing and be nailed to common blocking �l I,I TABLE R602.3(1)FOR EXTERIOR WALL D' °° Min.Double 2x4 framing covered with minimum within the middle 24"of the portal- W — — _ _ _ _ J' SHEATHING c ° ° ° ° ° le height. One row of 3"o.c,nailing z — ,H• — — — 1/2"thick wood strucral panel sheathing 9 9 9 _ �; iv with 8d common nails @ 3"o.c.in all framing ° o is required in each panel edge. !° (studs,blocking,and sills)typical if needed • I'I I' ALL HORIZONTAL PANEL JOINTS ! •I I I SHALL OCCUR OVER AND BE !° 2'to 18'(finished width) ° Mi ouble 2x4 or NAILED TO COMMON FRAMING e 1/2"min.thickness wood structural �. OR BLOCKING WITH WITH PANEL Min.length 16" 2x6 Ki &Jack stud ° panel sheathing 11 I•I 1' EDGE-NAILING IN ACCORDANCE per Table R602.10.5 p g ,I INTERIOR'` WITH THE IRC SECTION R602.10.10 ° ! Min double 2 x post ❑ Z No.of jack studs per I I'I I.1 I' !° ° ° SPACING 1 I 1, ° I° Min.(2)2x4 typ. Table R602.7(1&2) ° ° W W I II ry W 2 x 4 or 2 x 6 STUD WALL ( ) b Min. 2 1/2"Diameter anchors `.J •I I I 1•I I installed per section R403.1.6 LL 'I I I I I 1• 2 X BOTTOM PLATE with 2"x 2"x 3116"plate washer U r Z ,1 I•I /_ _ W (D EDGE SPACING -6" W ❑ 'I I I II I° ❑ J - r•� M OD CS -PF: CONTINUOUSLY SHEATHED PORTAL FP.AME CONSTRUCTION-FIGURE R602.10.6.4 FASTENING REQUIREMENTS FOR W Q -5 z BRACED WALL PANEL AS PER (1) (n >' .� TABLE R602.3.(3) 0Io M O S W O WUON C5 Simpson __ 1-1/4" galy. x 20 gage Q„ �( ❑ � S 1-12A Stud To Rafter coil strap with (5) 8d common Connector Were the distance is SIMPSON H2A between 9-1/4"to 15-1/4" at each Rafter. With nails in each end at each rafter. Typical Metal WINDOW HDR rovide blocking @ 5 8d x 1-1/2" nails in Rafter 4 Ft Perimeter Strapping braced wall panels ( ) ,� PROVIDE STRUCTURAL RIDGES at Openings �, (2) 8d x 1-1/2 nails in plate 4 O.C. Zone Panel Field °� 5 8d x 1-1/2" nails in Stud Nails spacing Nailing-See See Nailin Each Rafter on Each side Horizontally attached �• ( ) p g g g of Ridge to have a plywood sheathing •� shall g Schedule Dwg-1 Simpson LSU skewable han er shall have Solid Blocking A @ all Plywood Joints P 9 SiMPSON H2A Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil rafters attached to top " (5)8d x 1-1/2"nails in Rafter Strap with (5)-8d common nails plate with 8d nails @ 6 o.c. (2)8d x 1-1/2 nails in plate ° along length of braced wall (5)8d x 1-1/2"nails in Stud in each end. catch jack studs Look Out Blocks ° Comer Noldowns panel. and window or door Header. Less than ° Refer to plans p for locationsJ Typical each side and ALL Gable End Wall ° if required _ windows and doors. or Equal ° RIM JOIST BLOCKING BETWEEN RAFTERS BRACED WALL PANELS to 12" IRC 602.10.8.2.(1) NTS RAFTER-TO-STUD CONNECTOR & Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS See details on „_..._ this page. �� TYPICAL ELEVATION - - NTS NTS RAFTER TO RIDGE STRAP IRC 802.3.1 IN LIEU OF RIDGE STRAPS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. Zf^ Z NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD _ Cn N.T.S. 2-1/2" LONG OF THE RAFTERS WITH 4-8D NAILS —J EACH END O Q C) W J 1-1/4" x 20 gage G-185 0 �. ❑ SIMPSON BSC Hot Dipped Galvanized Strap = Cl) with (5)-8d common nails POST TO HEADER CONNECTOR at each stud CUT SIMPSON ABU POST Strap may be attached OVER LENGTH 6" POST TO CONCRETE BRACKET TYP EXT.WALL the plywood OR directly to 12" Min . rl SIDE COVER 2"MINIMUM Studs. 2-1/2"GALVINIZED CARRIAGE BOLTS OR SIMPSON SO STRUCTURAL SILL PLATE „ CONNECTOR SCREW 3-16d @ 16 oc Along CLEAR GRADE ADHESIVE ANCHORS:HIGH-STRENGTH w c Braced Wall Panel S LU EPDXY ANCHORING ADHESIVE FOR W F- USE WITH THREADED ROD TYPICAL ANCHOR BOLT -IRC R403.1.6 FIGURE R602.10.8(1) Use 1-1/4" Metal tV Z Z MECHANICAL ANCHORS;SIMPSON MAXIMUM SPACING: 1/2"@ 72"O.C. _ r WEDGE-ALL WEDGE ANCHOR ti Coil Strap 20 Gage EMBEDMENT OF 7'WITH NUT&3x3 WASHER. a 2 BOLTS PER PLATE AND HOLD AT LEAST Q 12" Min 5 8d common nails N M 16"DIA.CAST-IN-PLACE ONE BOLT-12"MAX AND 3-1/2"MIN OFF "` ( ) FOOTINGS MUST CONCRETE FOOTING,DOWN ENDS OF PLATES. C in EACH END at = w Q TO VIRGIN SOIL BEAR ON " is EACH Stud. UNDISTURBED (MIN 36 BELOW GRADE) TYP.CONC.FOUNDATION o , ` �� SOIL Wrap strap under sill 8d @ 6 oc Along a✓ C0 and attach to sill plates Braced Wall Panel alb FIGURE R602.10.8(1) P.T. POST TO CONC. PIER & FOOTING ANCHOR BOLT DETAIL WALL TO WALL STRAP CONNECTION NTS SIMPSON ABU INSTALLED IN ACCORDANCE SCALE: 1/2"= V-0" FOUNDATION-SILL-STUD NTS WITH SIMPSON SPECIFICATIONS AND DRAWINGS. STRAPPING H kn syr OF N R905.1.2 ICE BARRIERS; ENGINEERED FLOOR JOIST SELF-ADHERED POLYMER MODIFIED WITH A MINIMUM FLANGE O BITUMEN SHEET USED IN PLACE OF 112"THICK GYPSUM OF 1-118"X 2"WIDE. NORMAL UNDERLAYMENT AND BOARD LAYED ON C EXTEND FROM THE LOWEST EDGES OF TOP FLANGE WITHOUT ADDITIONAL FIBERGLASS BATT INSULATION ALL ROOF SURFACES TO A POINT NOT R402.2.3;EAVE BAFFLES ANY FASTENERS. IF REQUIRED TO COMPLY WITH ENERGY p LESS THAN 24 INCHES INSIDE THE SHALL BE INSTALLED IN VENTED ATTICS. CODE.REFER TO RES-CHECK OR HERS O. A BAFFLE SHALL BE INSTALLED EXTERIOR WALL LINE OF THE BUILDING. ADJACENT TO SOFFIT AND EAVE VENTS NOTE: REPORT FOR INSULATION REQUIREMENTS. O ON ROOFS WITH SLOPE EQUAL OR GREATER AND EXTEND OVER THE TOP OF THE INSULATION OMITTED THAN 8/12,THE ICE BARRIER SHALL ALSO BE CONTINUOUS RIDGE VENT ATTIC INSULATION FOR CLARITY,REFER TOW_2"BATT MINERAL WOOL INSULATION APPLIED NOT LESS THAN 36"MEASURED ALONG ENERGY COMPLIANCE LAYED ON TOP FLANGE WITH �- THE ROOF SLOPE FROM THE EAVE EDGE OF THE RIDGE BOARD R806.3 DOCUMENTS INSULATION STAY WIRES 24"APART O BUILDING MIN. 1"AIR GAP MANUFACTURER:"ROXUL" BETWN INSULATION W 12 12 AND SHEATHING FIRE PROTECTIVE OPTIONS O TYPICAL ROOF CONSTRUCTION FOR 1-JOISTS FLOOR SYTEMS R302.13 Fire protection of floors. 8 8 Class AAsphalt Roof Shingles w/ COMPLIANCE WITH:R302.13;FIRE PROTECTION Floor assemblies that are not required elsewhere in this code to fasteners per manufacturer's specification be fire-resistance rated,shall be provided with a INSULATION SCHEDULE OF FLOORS: EXCEPTION:#3. %-inch gypsum wallboard membane, shall comply with 2018 IECC 12 2x4 CT @ ae"oc and the NYS CODE. 5/"-inch wood structural panel membrane, 3 Ice&Water barrier as per section R905.1.2 or equivalent on the underside of the floor framing member. Location R-value Thickness (Note: Double underlayment is required Penetrations or openings for ducts,vents,electrical outlets, Flat Clg * R-30c 8-1/4" ' ' for Roof slopes between 2 on 12 and 4 on 12) lighting,devices,luminaires,wires,speakers,drainage, Vaulted Clg R-21 8-1/4" R-30 BATT Framing As per plans with 1/2"exterior grade piping and similar openings or penetrations shall be permitted. Floor(unheated space) R-19 6-1/4" R-21 BATT INSULATION span rated structural plywood Sheathing, Exterior 2x6 walls R-21 5-1/2" TOP OF PLATE _ _ _ _ INSULATION Nail to framing in accordance Fastener Exceptions: air seal walls to pass 3 air changes per hour Schedules& Strapping per detail sheet(s). 1. Floor assemblies located directly over a space protected by an All Glazing U = .30 SCGH: ,30 Flashing per R905.2.8 0 z automatic sprinkler system in accordance with Section P2904, Doors-less than 50% glazing U = .40 W W NFPA 13D,or other approved equivalent sprinkler system. Door-more than 50% glazing U = .30 SCGH: ,30 TYPICAL SOFFIT CONSTRUCTION. c LLj VINYL SOFFIT ONU > 6"Wood fascia&6"Wood rake boards. = G 2. Floor assemblies located directly over a crawl space not intended FURRING STRIPS " q BRACING METHOD �7 for storage or fuel-fired appliances. *If part or the entire attic will be decked over with plywood, _ Trim in aluminum or use azek ore equal V L the ceilingjoists must be dee enough in order to fit the q -21 BATT Metal drip edge per R905.2.8. j P 5 g CS-WSP CONTINUOUS SHEATHING Q CV 3. Portions of floor assemblies batt insulation so that it is not compressed. If not then i� INSULATION Fully Vented Vinyl Soffits WOOD STRUCTURAL PANEL Gt W LO shall be permitted to be unprotected where complying with the following: CI Jsts will have to be built u Or upgraded to the next size. DETAILS ON DWG-2 Q 3.1.The aggregate area of the unprotected portions does not exceed g P p9 a. _ 80 square feet per story TYPICAL EXTERIOR WALL W CU �.- 3.2. Fireblocking in accordance with Section R302.11.1 is installed along Other Specifications: 2x6 Doug-Fir Wood Studs @ 16"oc. CS-P F CONTINUOUS SHEATHING 0 Q U) _J r the perimeter of the unprotected portion to separate the unprotected •Windows: U5 0.30, SHGCs -" W 0.30 _ Double top Plate and Single Sole Plate. PORTAL FRAME > portion from the remainder of the floor assembly. • Z 100% high efficiency lighting (GEC's or LED's) ^� 1/2"exterior Grade-Span Rated DETAILS ON DWG-2 0 �/ L.L 4.Wood floor assemblies using dimension lumber or structural composite TOP OF SURF - _ = Continuous Structural plywood Sheathing. W Z lumber equal to or greater than 2-inch by 10-inch nominal dimension, R403.6 Mechanical ventilation shall be provided that - Fastened per Fastener schedule. >r ., TOP OF FOUNDATION or other approved floor assemblies demonstrating equivalent fire performance, meets the requirements of section M1507 - - -- - - - - - ' a P .• tyvec House Wrap or equal. (n = _a) U ;a Vinyl or Wood Siding as per clients selection BRACED WALL NOTES: 0 v•+ O R403.7 Heatingand cooling equipment shall be :� installed per manuf specs and NYS code. _ 9p PROVIDE FIRE PROTECTION OF FLOORS: R-19 BATT ., O r b. REFER TO DETAILS ON DWG-2 V sized in accordance with ACCA manual J b a ,� PROVIDE 112"GYPSUM BOARD OR 3" INSULATION Cont. load path strapping installed in accordance Y FOR HOEDOWNS,STRAPPING,BRACED certified third party rater. MINERAL WOOL with drawings. Provide Fire Blocking in accordance WALL DIAGRAMS AND DWG-1 n/ O (V with R302.11 & R302.11.1 and FOR NAILING SCHEDULE. ALL BRACED LL T o ° Draftstopping per R302.12&R302.12.1 WALL PANELS SHALL BE FULL-HEIGHT Q SECTIONS OF WALL WITH NO VERTICAL • UNFINISHED •s OR HORIZONTAL OFFSETS. :R . TYPICAL FOUNDATION CONSTRUCTION BASEMENT b,• in accordance with chapter y o .e 3000 psi Air Entrained cast-in-place concrete I. BRACING REQUIREMENTSAS PERTABLE R602A0.3(1)FOR 140 MPH c o S•y wall on cast-in-place Concrete Wall Footing per 2• MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 �t o o B TYR BASEMENT SLAB a'e 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 m �' £ = `o 8. s TO_P OF FOOTING_ _ _ _ R403. refer to Foundation Plan for footing size& 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE w"6 m S C c 3 c °o thickness.Concrete Horizontal per gen note#6. SHALL BE OFFSET NOT MORE THAN 4 FEET = • -512.2 0 (3imymm Damproofing per R406. 2x6 approved 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL o o m o -6 N o o m vU) rn bGLr._jio SECTION /� treated Sill Plate, Sill Seal And Termite shield per THAT SHALL N07 HAVE VERTICAL OR HORIZONTAL OFFSETS. -a W, o _ 8 N ` 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH o ° 8 0 o° Section R318.Anchor bolts per Foundation Plan END OF A BRACED WALL LINE E a m ? w °7 "" 37'-6" and R403.1.6 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL = y ° any co m•- � o -:G U) L r---c 1 111 PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE a w °v c c a- m 17'-0" 2'-0" SCALE. 1 /4" - 1 'O INTERIOR WALL FINISH ° m �,y L y R602,10.2.2 ° $ a OUTSIDE BASEMENT ENTRANCE Provide 1/2" Gypsum Wall Board on ceilings s-t c B W.o y °3' 8"CONCRETE WALL ON MIN 16"X8" ------ ---------------------------------------- a� o c• ° ° 6 I5 -:5 c ° E FOOTING WITH 4"CONCRETE LANDING 8c ; and walls t r a _E o 4"DRAIN TO DRYWELL,CONCRETE STAIR __ = L E = o MEETING R311.7-STAIRWAYS. ---- -- -- --- '- -- ---- -- -!e_ ----------i i 37-6 a� c at m my ca o Q>Z B 1 1 , n Z C _ Q N c o C m 0 HANDRAIL PER R311,7.8; 34"-38"ABOVE ' v N m as m E a o n NOSING. 36"HIGH GUARD RAIL ON Up IT F.D. y VENT CLOTHES DRYER Al TOP OF CONCRETE WALL. • ' IN ACCORDANCE WITH � 1 1 _ ., ES ----------------------------------------------------------- -- -- ---- -- - ---- -- -- --- ---- CHAPTER 15-CLOT DN 3" "' \ DRYERS EXHAUST TW3036 ^� - ------ --- ,,n , 1 --- SHELVES PLUMBING NOTE: i ------------------------------------------ -----------------------------------EXTERIOR-------- -------- -----� i o -� 3'-6" 3'-4'/=" 18nov--� 3,_0,+ , „ 1 , p 5'-0" ALL PLUMBING SYSTEMS SH/4LLBE C? LIGHT o M 5' ± ' '� 31/z, al 15- z i Sr/z INSTALLED IN ACCORDANCE WITH ABOVE Lu PANTRY t PART VII-PLUMBING 1 _ ° u ELECTRICAL NOTE: ° LO �� Q BATHROOM ti wl 1 I tX ,� N o W- 01 , ' 'N M @ ALL ELECTRICAL EQUIPMENT U AND WIRING SHALL BE INSTALLED X i Z6 i i �'_ .N 2'-0" IN ACCORDANCE WITH PART VI II-ELECTIRCAL N v " \L0 p P OF THE NYS CODE. A MINIMUM OF 75%PF O p`� ri "y tY PERMANENTLY INSTALLED FIXTURES " i ; N O 1 2'-0" Z g MUST HAVE HIGH-EFFICACY LAMPS, LL o 3'off -0" •i_J CD z 4o UNFIN. BASEMENT 15''3'/2' 0't O co M MECHANICAL NOTE: 25`o o m 4" CAST-IN-PLACE CONCRETE i i p _ ` _ ^ _ _ - _ o io O S 2x12 RIDGE N x N THE MECHANICAL SYSTEMS SHALL `o U SLAB INSTALLED IN ' ' " _ _ _ _ _ _ _ o BE INSTALLED IN ACCORDANCE WITH N CD ,� H Cn ACCORDANCE WITH CODE i i N N w Ua`r -� �y - o PART V&VI OF THE RC OF NYS. O SECTION R506 ' ' °° - FAMILY N ALL MECHANICAL SIZINGPERACCA 00 izz W O 0 to U] ° o v MANUAL"S"BASED ON LOADS w N O ' ' w w CO Lu M ROOM ° `r° UL LISTED CALCULATED PER ACCA MANUAL"J" ' ' 3 ; ; ni ~ `r° 't WOOD BURNING DUCT COMPLIANCE WITH MANUAL"D" W co w , �'b; , c ¢ 0� 11'-0"CLG HT PRE-FAB FIREPLACE N F- 4�7 M�� t w� c p w �a ; - BEDROOM #1 m p " N GLASS DOORS& 0 0 R303.4 MECHANICAL VENTILATION. C) o 0 0 z , , ., , x w Q w HEARTH EXTENSION DWELLING UNIT SHALL BE PROVIDED N Z 9, �o ; Q'n; ; : 9'-0"CLG HT N w X N 0�- AS PER RESIDENTAIL WITH WHOLE HOUSE MECHANICAL d- N to X N M C7 CODE-CHAPTER 10 0 0 VENTILATION IN ACCORDANCE WITH ,,. N Q M00 J 5 VENT TO EXTERIOR. ILI SECTION M1507.3 = W izz C14 0ul O (� LO N00 /J� X N < e- ire 1 36'-211 ; ; = 4 ch C14 311.3.2 Floor Elevation for other exterior doors: 0 1 13 0 2 0 21 -0 Atop landing Is not required where a stairway of not - - 1 „ „ „ --------------------------------------------------------------------------------------------------------- ' M \ „ „ �� more than TWO Risers is located on the exterior 5/z ,n 3/z /z 51/z side of the door,provided the door does not ---------------------------------------------------------------------------------------------------------------- -- - 36X80 swing over the stairway l� A351 TW3052 TW3052 11 II COVERED O Smoke Detector PORCH , , Carbon Monoxide Detector H Refer to DWG-1 General Notes 34'-3" ' ' 4 c In accordance with Section 915 of the A ; ;3�/Z 3�/2" 2020 IFC, R314, R315 of the Residential I „ W code of NYS (2)1-3/4"x11-1/4"LVL (2)1-314"x11-1/4"LVL (2)1-314"x11-1/4"LVL v Z 4 ❑ , i ❑ �, i ❑ , 1 ❑ ---------- ----- ----------- - ------ ---- - -------- ------------- - ---- -- � � �.1.1� O ct V 16"DIA,FOOTING 1'-7" 11'-5 13/32" 11'-5 5/32" 11'-5 13/32" 1'-7" SEE DETAIL ON DWG-2 37'-6" 6X6 SOLID x N WOOD POST > D Al? O 1 U 1 ST FLOOR PLAN WRAP IN AZEK TRIM '� ' K! A'� ��// O M rct ~ 37'-611 WINDOWS, EXTERIOR FRENCH &SLIDING DRS li'� 2 0x Plans indicates ANDERSEN series 400 Tilit Wash SCALE: 1/4" = 1'-0" KEY Model Numbers and shall be In accordance with R609 O TYPICAL FOUNDATION -8'-0"HIGH To be designed & installed as per manufacturers AREA SCHEDULE Ar ' I IN ACCORDANCE WITH CHAPTER FOUNDATION PLAN FOUNDATION WALL KEY specification for 140 ultimate design wind speed f�-� EXISTING WALLS < TABLE R404.1.2(8): and Table 301.2(2), 301.2(3) NAME AREA 8"CAST-IN-PLACE WALL WITH SCALE: 1/4" = 1'-0" Provide HP LOW-E4 glass; U = .30, SHGC= .30 FIRST FLOORAREA 750.0 sq ft. NEW WALLS q 01 OA0 OQ R404.1.2(i)O1SNTAL EE ow�-E1 NOTE#s. EXISTING FDN WALLS EGRESS: shall meet R 310 [ _ _ _ ] WALLS TO BE REMOVED TSO NE`Ny ON 16"x 8"CAST-IN-PLACE CONT.WALL FOOTING, TYPICAL ANCHOR BOLT -R403.1.6 WINDOW FALL PROTECTION: shall meet R312.2 3 2-2 x 6ACQ SILL PLATES, COPPER TERMITE MAXIMUM SPACING: 1/2"@ 72"O.C. 117 77" 77711 NEW FDN WALLS Substitutions made upon meeting Code. SHIELD,EXTERIOR DAMP-PROOFING, ALL EMBEDMENT OF 7"WITH NUT&WASHER. See page one, general notes for additional FOUNDATION FOOTINGS TO EXTEND TO 2 BOLTS PER PLATE AND HOLD AT LEAST [ _ _ _ _ _ J FDN WALLS TO BE REMOVED code requirements. VIRGIN SOIL & BE FULL HEIGHT OR STEP ONE BOLT-12"MAX AND 3-1/2"MIN OFF q FOOTINGS IV TO 2H ENDS OF PLATES. N r_ TOP OF ROOF _ — _ — - — - — OP OF ROOF CONT.RIDGE VENT - - - - - 12 - - - - - - - - - - - - - 12 O $ / / �O011 12 3 / / p y O GUTTERS&LEADERS O AS REQUIRED TOP OF PLATE - — - - — TOP OF PLATE TYPICAL 0 Bo oLLfl]o " 0 z W 5W W 4"reinforced .r "' U TOP OF SUBFLOOR _ _ — PC Pad on grade — - — - — - — TOP OF SUBFLOOR (maximum one Riser) Z TOP OF FOUNDATION — - — - — - — - TOP OF FOUNDATION _ _ — Q Q W Lp 1 1 ' 311.3.2 Floor Elevation for other exterior doors: I 0 ` i I I I 4"reinforced I I I I W I ( I (m Pad on grade------ (maximum ---'- ------ t t I I I I I t I Atop landing is not required where a stairway of trot t >.. t t (maximum one Riser) •1 1 I 1 more than TWO Risers is located on the exterior o I ( t I ( I I ( I I I t t I side of the door,provided the door does not I t I I L.L.. 6L z °° "Ii Ii tI IIII tII - - - - - - - - - -FRONT ELEIt VATION swing I = J � co O � �RIGHT ELEVATION- M 1 ' "'S ALE: 1 /4 = -0Ou) _ °N- USCALE: I1 /4" = 1 -0" LWWO 5 LJLO TOP OF FOOTING _ _ _ _ _ _ — — — TOPOF FOOTING CI — — — _ - - - - _ _ _ _ — _ _ --I � UpC - _ - - - - - .-.+, c� � QC� � � CONT.RIDGE VENT y fA C E.o -6 C IT y m E Ln r � E � � Oa`° L tail rn� o O CL O (6 C O C O f0 C v 05:1810A =1 .s w N a_121 O Ub fo ' O w �Vp Y ' >.° d s_. O my2c o f0'- a oc 3 GUTTERS&LEADERS ° a" ��` — °' `'-" AS REQUIRED °r N S 3 L c'E 4 3 ° TYPICALo 0 o y o o n V O w cm " a�+ ccnc; m Not Natty-=. — �' Z E wn� c' o3� E`° VENTS: bac°- �ca00=1a0 ;p O N` C t= E 2 U CO 0- P3103.1 ROOF EXTENSION t;'� Z' ¢ CU c o OPEN VENT PIPES SHALL �, a E ° �,v m v w EXTEND MINIMUM 6"ABOVE H 6 of W Er Ft- m E L.=_o m THE ROOF OR 6"ABOVE THE ANTICIPATED SNOW ACCUMULATION. P3103.2 FROST CLOSURE: WHERE THE 97.5%VALUE FOR 4" VENT THRU I 4" VENT THRU OUT-SIDE DESIGN TEMP IS 0 DEG F OR LESS.VENT EXTENSION THROUGH ROOF ROOF A ROOF OR WALL SHALL NOT BE LESS THAN 3"IN DIAMETER. ANY N SIZE F THE ENT SHALLINCREASE BE MADE i 1 NOT LESS THAN 1 FOOT INSIDE THE 1 THERMAL ENVELOPE OF THE BUILDING, � 1 i I � 1 I I I I 2" '� I 2" R303.8 Exterior Stairway Illumination I ' I I I Exterior stairways shall provided with artificial tight source I REAR ELEVATION located at the tap landingg of a stairway.Exterior stairways � � � � 3 �� .__ 1 � 3 � � � I providing access to a basement from the outdoor grade I + 2 + , w- level shall be provided with an artificial light source located _ I + ..........- I I at the bottom of the stairway. I SCALE: 1 /4" — 1 '-0" j CI — II — II - - - — - - - - - - — - - - - — - - - - - - - - - - - - - - - - - J WC LAVWM DW Sink I LAV LAV WC STALL 1 1 SHOWER C\1 H I O ' N Z 9—Ti /2'1 FIRST FLOOR 1-1/2" I 1-1/2" = w 12 12 > 4 8 a s 3.. 2" 1 3,. 2" v ' 1 3 CO CO 12 4" FAI 4" CONNECT TO A NEW M..� PLUMBING RISER DIAGRAM SUFFOLK COUNTY DEPT. OF HEALTH APPROVED Not to Scale SANITARY SYSTEM. W ` U t04 0 O � x � o 1-4 M 03 1 I 1 1 I W T Ix I I I 1 1 1 1 1 I I I I I I 1 1 II II � � 1 I I ;LEFT ELEVATION , ; I I I SCALE: 1 /4" = 1 '-01'; I I 'i I 1 � t l I t L J e 0190110 �- — — — — — — — — — — — — — — — — -- - — I� ��OF NE`Ny