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43985-Z
Qg1{FFO� Town of Southold 7/27/2021 0 P.O.Box 1179 co 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42193 Date: 7/27/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 980 Southern Cross Rd,Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-5-49 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/28/2019 pursuant to which Building Permit No. 43985 dated 7/18/2019 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: alterations and additions to existing;single-family dwellingas applied for per ZBA 7372 dated 2/20/2020 The certificate is issued to Schumacher,Roy&Eileen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43985 3/12/2021 PLUMBERS CERTIFICATION DATED 6/29/2021 itu A lumbin \110L Aut zed i afore SUFFnt�-�, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Ca 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#: 43985 Date: 7/18/2019 Permission is hereby granted to: Schumacher, Roy 980 Southern Cross Rd Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at; 980 Southern Cross Rd, Cutchogue SCTM #473889 'Sec/Block/Lot# 110.-5-49 Pursuant to application dated 6/27/2019 and approved by the Building Inspector. To expire on 1/16/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $513.60 CO -ADDITION TO DWELLING $50.00 Total: $563.60 Buildi s rAer Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. G' 27— -Lo 19 New Construction: Old or Pre-existing Building: 'X (check one) Location of Property: q430 S o jNN%ee�nC ,oSS Roc-e\ CQ)--C ,O�y P House No. Street Ham1Lf Owner or Owners of Property: n SOC%V.M4C —\Q-5— Suffolk SSuffolk County Tax Map No 1000, Section 117 Block J Lot Subdivision Filed Map. Lot: Permit No. 43ff- 5 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate. (check one) Fee Submitted: $ A pp liq9m S Ignature Buildinst Department Application AUTHORIZATION (Where the Applicant is not the Owner) 1, j��c� ���huM/AchPI— residingat c796 30othPrjkj C ass (Lc�- (Print property owner's name) (Mailing Address) CU fic 69 C)C, ( !`?3s do hereby authorize 19,uIU ette SC n U /n 79--Ch � (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) (Print Owner's Name) sou��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road jr Fax(631)765-9502 P.O.Box 1179 c sean.devlinCcD-town.southold.ny.us Southold,NY 11971-0959 couffm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To, Roy Schumacher Address: 980 Southern Cross Rd city,Cutchogue st. NY zip: 11935 Budding Permit# 43985 Section: 110 Block: 5 Lot: 49 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: GJS Electric License No: 4839ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition X Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 59 Ceiling Fixtures 7 Bath Exhaust Fan 4 Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 10 Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 33 CO2 Detectors Sub Panel 100A A/C Blower Range Recpt 50A Ceiling Fan Combo Smoke/CO t� Transformer UC Lights 46' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 4'LED 5 Exit Fixtures 11 Pump Other Equipment: Micro/ Hood, Fridge, Electric Oven, DW, Driver 96W & 60W, Floor Heat, LED Mirror, Touch Sink Notes Whole House Renovation Except Garage Inspector Signature: Date: March 12, 2021 S Devlin-Cert Electrical Compliance Form As Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 'N BUILDING DEPARTMENT TOWN OF SOUTHOLD J U L 2 6 2021 MIT DING DEPT. IrON ', ERTIFICATION Date. Building Permit No. Owner:_ 'lease print -Plumber: o'�'(r....6lom f'N (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. ober alure) Sworn to before me this A day of_ ,Svr,-e— s 20-3-( CHELSFEA L. CHALONE r FNotary Public, State of New York Regis 8 1� Registration tration #01CH6287106 � I Notary Public, C Qualified In Suffolk County Suffolk Aug.5 0 Commission Expires ug5,20 �OF 50UTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. = 765-1802 INSPECTION- UNDATION 1 ST 4Vpo Alop[ ] ROUGH PL13G. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REC/O REMARKS: DATE INSPECTOR rsf sou # # TOWN OF SOUTHOLD BUILDING DEPT. cOUMV,N 765-1602 INSPECTJON [ ] F -UNDATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPE.AI.G_ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O 1R _MARKS: h ,4., Ap ug n(i rU �f n r flu a DATE INSPECTOR lafso S,,,Aeol crvsy * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI-ON [ ] 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 REMARKS: DATE INSPECTOR T �OF SObI I3 # TOWN OF SOUTHOLD BUILDING" DEPT. cou765-1802 _ INSPECTION [ ] FOUNDATION 1ST [ UGH"PLBG. [ ] F UNDATION 2ND [ INSULATION/CAULKING FRAMING / RAPPIIV [ ] FINAL [ ] ,FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTIONT [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: OT DATE INSPECTOR - / * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 .- INSPECTION [ ] ' FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] INSULATIOWCAULKING , [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONST-RUCTION [ ' ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Y.,] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: �r1 d ..per ! � �� l kci/\CA o v d`Icr DATE 3 //2,124 INSPECTOR t pf SOUIyo� / So # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 :INSPECTION [ ] FOUNDATION IST - [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]. INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) '�tN [ ] CODE VIOLATION ] PRE C/O REMARKS: kla IV V lav %2 ��r CA-L-- DATE1�0 �� INSPECTOR OF SOUIyo �# TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 Y INSPECTION . [ ] FOUNDATION 1 ST [ ] RO H PL13G. [ - FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O ARKS: ©t L D16 DATE (' �s �a� INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS a k� FOUNDATION(1ST) -• H -------------------------------- FOUNDATION (2ND) z 4/immki awl o H � ROUGH FRAMING& 1 Il PLUMBING A i ® r INSULATION PER N.Y. y STATE ENERGY CODE KAI c/ to— u FINAL ADDITIONAL CO 15�t� _ em �3� D _ t n - v ab yA cleclo C,, 116D, rer4, I AAA e Y) eCl 40 1�©I r dk o � �H r O �z d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 '4 sets of Building'Plans TEL: (631) 765-1802 "- Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form NX.S.D.E.C. Trustees C.O.Application Q` Flood Permit Examined O ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: 1a���1 Approved ,204 1, Mail to: fa tZ 5 6 Disapproved a/c tAd,'NA\-N L%,c.Y— ,N4 li 15 Phone: G-A�-U5'- 1q g--:2 Expiration ,20 �`�hae1 CO(-elnaes+S n Secy i"s, C C9M Buly4ja<ector _ ~APPLICATION FOR BUILDING PERMIT ZIT 2019 Date (s - Z-7 ) 20 �'k INSTRUCTIONS ;',tl�91i`G DEPT, a.This pg�)catipn�M- V-9jT*p,completely filled in by typewriter or in ink and submitted to the-Building Inspector with 4 sets of plans, accurate pflot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on'premises,relationship-to adjoining premises of public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance'of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building.shall be occup ed.or used in whole or in part for any purpose what so ever until the Building Inspector issues,-a Certificate'of Occupancy. , f. Every building permit shall expire,if the work authorized has not commenced-within 12 months after the date of issuance or has not been completed within Y 8"months from such date. If no zoning amendment's or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION iS HEREBY MAD9 to the Burldmg 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,or 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 for necessary inspection �111/00'1 ,0""", //� (Sign re of applicant•or n o oratio Atoz (Mailing,address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder AgQ^ V, - Name of owner of premises R oy a Rm ► E-Aee fs SC�u M0.ch (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and,title of`cor ;i�rate"officer)••' Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Loc tion of land on which proposed work will be done: 80 sou.�ti.e ry-N C cuss tLoa� Cu 11 u e House Number__ Street Hamlet County Tax Map No. 1000 Section Block 5 Lot Subdivision. Filed Map No. Lot I 2. State existing use-and occupancy of premises and intended use and occupancy of prop ose&construction: a. Existing use and occupancy \ b. Intended use and occupancy • i 3. Nature of work(check which applicable): New Building Addition C Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 16R) 200 Fee I_ "r (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor ! If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. i 7. Dimensions of existing structures, if any: Front Rear Depth Height , Number of Stories Dimensions of'same structure with alterations or additions: Front Rear Depth Height Number of Stories j 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner I i 11. Zone or use district in which,premises are situated 94c> i 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 'A i 13. Will lot be re-graded? YES NOJX_Will excess fill•be removed from premises?YES X NO Tkc-j+ E-t Nee^ q$O S0016%4rr%CrMs tLcx 631-q-74 ^30 14. Names of Owner of premises 561%U Mcc1., Address CUPhone No. SI f,- 9 g3- 14 z-► Name of Architect tc% Address V.er?cXh,M4'4,kt1_PhoneNo j Name of Contractor 'l;b p Address Phone No. • 1 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X j * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. i 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO__X_ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: j COUNTY OF ) j being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, ! CONNIE®.BUNCH (S)He is the Notaq r ' lic,State of New York (Contractor,Agent, Corporate Officer, etc.) No.01BU6185050 Quaff'ied in Suffolk County of said owner or owners, and is duly authorized to perform or have perforr .. I s QS Expires worK an( to maknl 14.2 e an file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. I I yS %bbefore me thisL day of 20 i i Notary Public Signature of Applicant { I TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved- ,20 Mail to: Disapproved a/c Phone: Expiration. 20 a Buildin In ctor APPL''ICATION FOR BUILDING PERMIT • _� �� OCT 1 7 2019 1 Date Al") �7 , 204 J r ,;ss`" INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c'. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. . f..Eveiy building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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, or 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 for necessary inspections. --' Signature of aaJpp ica e,if a corporation)f (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises fi (;-:,, QUO rN 0 Q (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) KDID Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location o_f land on which proposed work will done:- V70 a4l" House Number Street Hamlet l�U County Tax Map No. 1000 Section Block Lot T Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number o Stories Dimensions of same structure with alterations,or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories �il., 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTIES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY Blr REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: CO Y OlskFkLP VAT;�C( ,cAC,Y`1,6/� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, ge rt, 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 knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sw before me thisBETSY A.PERKINS day of 49-P�+a,State of New York No.01 PE6130636 0-alified in Suffolk Coun o ary Public Commission Expires July 18, Signature of Applicant FORM NO. 3 TOWN OF,SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 24, 2019 TO: Patricia Moore(Schumacher) 51020 Main Road Southold,NY 11971 Please take notice that your application dated October 17, 2019 To construct a additions and alterations to an existing single family dwelling at Location of property: 980 Southern Cross Road, Cutcho ug e,NY County Tax Map No. 1000 -Section 110 Block 5 Lots 49 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 12,703 square foot lot with two front yards in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring less than 20,000 square feet in total size, the minimum front yard setback is 35 feet. Following the proposed construction, the dwelling will have front yard setbacks of+/-29.3 feet(Holden Avenue)and+/-31 feet(Southern Cross Road). z Authorized Signature Cc:File, ZBA m Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. BOARD MEMBERS Z�,SOUTo Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road -P.O.Box 1179 _ Patricia Acampora Southold,NY 11971-0959 N Eric Dantes Office Location: G Robert L.ehnert,Jr. Town Annex/First floor, Nicholas Planamento 54375 Main Road(at Youngs Avenue) Cr�(/1{1i��- LITIrL E D http://southoldtownny.gov & �d. ZONING BOARD OF APPEALS F E8 2 6 2020 TOWN OF SOUTHOLD Tel.(631)765-1809-Fax(631)765-9064 fou#h�Id Tvwn Clerk FINDINGS, DELIBERATIONS AND DETERMINA` MEETING OF FEBRUARY 20, 2020 ZBA FILE: 47372 NAME OF APPLICANT: Eileen and Roy Schumacher PROPERTY LOCATION: 980 Southern Cross Road,Cutchogue,NY SCTM#1000-110-5-49 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUI:FQLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 12,703 sq. ft. parcel (a corner lot with two front yards) located in the R-40 Zoning District. The northerly property line measures 130.74 feet, the easterly property line measures 100.18 feet, the southerly property line measures 123.28 feet and is adjacent to Southern Cross Road, the westerly property line measures 100.90 feet and is adjacent to Holden Avenue. The property is improved with a one-story frame dwelling with an attached one car garage as shown on the survey prepared by Martin Alexander Read,L.S.,last revised April 23,2014. BASIS OF APPLICATION: Request for Variances from Article XXIIi, Sections 280-124 and the Building Inspector's October 24, 2019 Notice of Disapproval base on an application for a permit to construct additions and alterations to an existing single family dwelling; at, 1) located less than the code required front yard setback of 35 feet (Holden Avenue; 2) located less than the code required front yard setback of 35 feet (Southern Cross Road); located at 980 Southern Cross Road, Cutchogue,NY. SCTM#1000-110-5-49. RELLEF REQUESTED: The applicant requests variances to construct additions and alterations to an existing single-family dwelling, The proposed construction, on this non-conforming 12,703 sq ft. lot with two front yards in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring less than 20,000 square feet in total size, the minimum front yard setback is 35 feet. Following the proposed construction, the dwelling will have a front yard setback of+/-29.3 feet(Holden Avenue) and +/- 31 feet (Southern Cross Road). ADDITIONAL INFORMATION: The applicant requests to construct additions to the dwelling to expand the size of the garage to make it a two-car garage and to expand the master bedroom, add a bathroom for the master Page 2,February 20,2020 #17372,Schumacher SCTM No. 1000-110-5-49 bedroom by eliminating the third bedroom, and to utilize the extra space as a sitting room for the master bedroom. The house will be converted to a two bedroom and two-bathroom dwelling. A letter of support was received from a neighbor. The applicant's representative attested to a comparable variance approval in subject neighborhood for relief granted for additions to a single-family dwelling resulting in 35.9 feet front yard setback, where a minimum of 40 feet was required;#7131, dated February 15, 2018. The inside renovations have begun and the applicants do have a building permit. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 6,2020 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood,and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3 (b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The community in this area has seen many additions and alterations to what used to be summer cottages. The subject property is elevated above both roads, on this corner lot, and the neighborhood has steeply sloping terrain which visually mitigates the different angles to the roads that characterize a number of dwellings in the area.The applicant's request for nonconforming setbacks is not unique in the neighborhood and'the proposed additions are modest in size and in keeping with the size of other homes. 2. Town Law4267-b(3)(b)(2), The benefit sought by the applicant or cannot be achieved by some method, feasibly for the ap�licai t to pursue, other than an area variance. The subject property is a small corner lot with two front yards with limited space to expand without requiring relief from the ZBA. 3. .Town Law U6740&0 The variances granted herein are mathematically substantial, representing 16.2% for the front yard setback fronting Holden Avenue, and 11,4% relief for front yard setback fronting Southern Cross Road. However, there are very mature trees that will mitigate any visual impact to the neighbors to the east who have a large two-car garage closest to the property line, 4. Town Law 267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town,Law 4267-b. Grant of or the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an addition to the living area and a second car bay to the existing garage while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Planamento, seconded by Member Dantes, and duly carried, to GRANT the variances as applied for, and shown on the Site Plan and Engineering Drawings (Sheets S-1,A-1 thru A-40)prepared by James J. Deerkowski, P.E. and dated September 30, 2019. Page 3, February 20,2020 47372,Schumacher SCTM No. 1000-110-5-49 Any deviation fi-om the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson),Dantes,Planamento and Lehnert(4-0)(Member Acampora Absent) Leslie Kanes Weisman, Chairperson Approved for filing d /�G /2020 f5 �r Scott A. Russell SNA.G1)EMIENT SUPERVISOR � z ���A SOUTHOLDTOWN HALL-P.O.Box 1179 Town of Southold 53095 Main Road-SO11THOLD,NEW YORK 11971 O� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOI.I.OWING: (CHECK ALL THAT APPLY) Yes No ❑® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C, Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. Q® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑� E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and_the_proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature,Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. if you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with--your Building Permit Application. S.C.T.M. #: 1000 Date APPLICANT: (Property Owner,Design Professional Agent,Contractor.Other) District NAME: Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact information Reviewed By: Date: Property Address /Location-of Construction Work: — — — — — — — — — — — — — — — — — El Approl-led for processing Building Permit. Otg0 sa'ANNOrn CTQSS �Z oL� Stormwater Management Control Plan Not Required. CV �'C���y� N y �3 ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 LPPr ICAiPQ M,aFr.ry Qtinu.J•ilbn Prolession+l.Agtnl,Conlrurot.OtSerf S'C'T' m' l000 r--. bdSt�FQ;k CHAPTER 236 -- 5- 9 Stormwater Management Control Plan CHECK LIST Section Block Lot w o S M C t' -Plan Requirements Provide ONE copy of the Building Permit Application. Date: yyo �{c The applicant must provide a Complete Explanation and/or Reason for not provldinp all Information that has been Required by the following Checklist! ! A Site P Ian drnwii to Scale Not Less that 60'to the inch MUST If You answered No or NA to an Item,Please Provide Justification Here! ciao:4� all of tine following teems: � , N4 NA y If you need additional room for explanations,Please Provide additional Paper, a Location & Deswript+on of Property Boundaries , i !� Total Site Acreage. c. Existing - Natural Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(Ci(2). d. Tea+ Hoie Data Indicating Soil Characteristics&Depth to Ground Water. e. _!MIIS of Clearing & Area of Proposed Land Disturbance. i (. 7-xiS11112 & Pr000sed Contours of the Site (Minimum 2'intervals) g, Location of all existing & proposed structures, roads, di-iveways, sidewalks,drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& Proposed structures. i Location of proposed Swimming Pool and discharge ring. a. Location of proposed Soil Stockpile Area(s), k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout areal rn Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showtng that rile Stormwater Improvements are sized to capture,store,and infiltrate on-,rte the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3 Dciatbi 3 Sectional Drawings for Stormwater practices are required for approval, Items re utrina details shall include but not be limited to: zi. Erosion & Sediment Controls. 1) Construction Entrance &Slte Access. c- Inlet Drainage Structures (e.g.catch basins,trenchdrains,etc.) i if, LeachiniR S11'uctures (e. .infiltration basins,swales,etc.) �•t);; i� ;rr,�l��illrvr, DEP;,;VrN:lr�,:."!' USE C,NLy.vY��..._.�._ l Additional Information is Required. Reviewed 3 1 � Stormwater Management Control Plan is Not Complete. Aroaoveday" - - - - - - - - - 1 Stormwater Management Control Plan is Complete. - U�:�• l ® SMCP has been approved by the Engineering Department. I 'QR NA ' SWOP C her'k !.it -TC1C M A Y )o id T I ING DEPARTMENT-Electrical Inspector DEC 9 2020 TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 U! G Southold, New York 11971-0959 ephone (631) 765-1802 - FAX (631) 766-9502 ro errCcD-southoldtownnv.qov — seandO-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date,- Company Name: Name: License No.: q?_3 c; email. CA rn v, co/In Address:_ _qrL( n_9AI C4 C'14 Phone No.: 3 7 Ll 5 q-S ce_( R,4 q1 oo JOB SITE INFORMATION (Aii information Required) Name: _-5-C, Address: ISO SS ,S44 Cross Street: Phone No.:- Bldg.Permit 9 g email: Tax Map_District: 1000 _ _S ecti on,, Block:_ Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) CA V+1 Circle All That Apply: Is job ready for inspection?* �Es)/ NO ��kough I 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 Reconnected- Underground -Overhead 1# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: -PAYMENT-DUE WITHAPPLICATION- O 0 Request for Inspection FormAs D ING DEPARTMENTElectrical Inspector DEC 9 2020 TOWN OF SOUTHOLD Town.Hall Annex- 54375 Main Road - PO Box 1179 UIRID74WG','�EPT. Southold, New York 11971-0959 T7�N'G SOUTLEq99phone (631) 765-1802 - FAX (631) 765-9502 ro9err6DsoutholdtownnLgo-v- seand(a)-southoldtownny.gov APPL A7 N FOR ELECTRICAL INSPECTION. ELECTRICIAN INFORMATION (All Information Required) Date., Company Name: e- -+ ,��,_ kL_ r Name: email: r4 ri License No.: V. co aa Address: (2.G_ f. -n- -9-4, JAC,_4 I L 0 Phone41 00 I �4L-:14 JOB SITE INFORMATION (All InformAtion Required) Name: Address: Cross Street-, Phone No.: -Bldg.Porrhit#: g-!5, LT°ax�MaMpQistric#,�W 13RIEF'D,ESCRIPTION OFWORK,(PIeaspPdht Clecir[,V) -3... 0. Circle All That Apply: Is job ready for inspection?: §Pl NO ��Rough I Final Do you need a Temp Certificate?: YES/ 0 issued On,,, ternp Informatio'n: '(Ali_information requiried) Service Size 1 Ph 13 Ph size: A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected- Underground -Overhead Under round Laterals 1 2 H Frame Pole Work done on Service? Y N -Additional T77—matiort. RAYMENT-DIJEWIt-R-A MUCATION CP XV Request for Inspection Foffn.xLs PERMIT# Address: 1 Switches ! ' Outlets GFI's �y ' Surface Sconces t UC Lts Fans Fridge HW Exhaust Oven QG � Dryer '7C Smokes ' ., _ ., . . - QWSer ,V v vice. . ;Carbon Generator _Combo Cooktop Tran Ifer � Vv AC AH Mini Special:_ -f cam'` - - �'� .� - Comments, KLLU4 Foil Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,.NY 11971-0959 BUILDING-DEPARTMENT NOT_ ICE OF-UTILIZATION OF TRUSS TYPE"CONSTRUCTI.ON PRE-ENGINEERED, ,WOOD-CONST_RUCTIOWANWOR TIMBER CONSTRUCTIOt Y Dater Cio- 'LP7- 2-01 Owner:, _iz�� a r._ 14er\ Scan v�1�,4c r1 _ Location of Property:.q80 Please take notice that the (check applicable line): ' New commercial or residential structure Addition to existing commercial or residential structure x Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize { (check applicable line): .F Truss type construction (TT) _ Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) X Roof framing (R) Floor and roof framing (F Signature,, _ Name (person submitting this form): ' Capacity(check,applicable line): ; Owner ` "T, Owner representative TrussReg15.doox Effective 111/2015 .� 6" 01AMETER REFLECTIVE WHITE REFLECTIVE RED - PANTONE #187 r' r£ . 1 4 f3 F i 4{ F A tj x F - 1• 1/2" " STROKE- The construction type designation shall be - - cc[IV', cclV"or 'IV" to indicate the construction classification of the structure under IDESt-0 T N' R,ST,RUC_ -TU 't �11 `.,'L section sot of the BC1rs CdMOONENTS ThAt ARE OP TRUSS: TYPE CONSTA:UC"'N"AON 1� "F" FLOOR FRAMING, INCLUDING i. ?, ' GIRDERS AND BEAMS ROOF FRAMIi kG "FR" FLOOR AN©. ROOF FRAMING PUPIWIP411 61-1- 1w, STANDARDS ANUCOD5S - A-*A-e4 v�a_ OF SO(/r�ol Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �O BUILDING DEPARTMENT July 19, 2021 TOWN OF SOUTHOLD Roy Schumacher 980 Southern Cross Rd Cutchogue, NY 11935 TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. /nal Survey with Health Department Approval. �;— Plumbers Solder Certificate or Pex Affidavit A,C Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. F nal Elevation Certificate required. Foundation Location with setbacks. &C Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 43985-Z Additions/Alterations SITE DATA SCTM 1000-110-05 LOCATION: AREA: LOT%. REMOVE: FILL: PROPERTY 12703.1 SQ.FT. 0.29 acres ESTIMATED DISTURBANCE 4400 SQ FT. Vol EXISTING HOUSE 1352 0 SQ.FT 106% EXISTING PORCH 32.5 SQ FT. 0.3 EXISTING DECK 320.0 SQ.FT. 2.5% O PROPOSED EAST ADDITION 492.6 SQ FT, 3.7% 160 CU.YD. 40 CU.YD. PROPOSED WEST ADDITION 2600 SQ.FT 20% 50 CU.YD. 20 CU.YD PROPOSED LANDING 24.5 SQ,FT 02% 2 CU,YD. 1 CU.YD V 8'dia X 2'deep DRYWELL 6 CU YD. 2 CU.YD ^ TOTAL 2481.6 SQ.FT. 19.3% 2118 CU.YD. 63 CU.YD. < C) MEETS AND BOUNDS BY:BARRET,SONACCI$VAN WEELE,PC A g SURVEYED:02/06/2001 ' , 1r.� M O w N 57041'47" E 130.790' j g w Q � z s wx 10 V SILT FENCING -� � • O M j Z °O° V EXISTING DECK I O ------ ' • W SAT il—la f--O w u V �— -- -----� / 184' i W -- w I �_ SITE PLAN E o � ,� j o °W ryEXISTING i STY.HOUSE �PROSOTSYED/m °W I ['r1 SCALE: 1�� = 20'-0" (� PROPOSED %ADDITION% NEWADD2TLDN49;b5F j NDt RuwpF®zpuwNR �a NEW ADDtTIDM xaD 3F ISN J o82N FC 0.EgU➢tED DRYWELL �, !N%RUNOFPB 2' / �'tlr<y DaY1Va1 O O I =HN Fr Rcwram�wEu. ADDITLON� tN 2'd CAPAClTYsHIN FC I O O F,� can x'eu.DRYWEIl ,•' GI A dl c,wAarve�eN Fr �J m O y EXIST. c ZETE, j 00 29.3' PORCH Ea I' wasHo'r O Z O I — CONCRETE EXISTING WASHOUT I ASPHALT LOCATION I i �M(o�R SUN N DRIVEWAY I I wrl R SUN N LOCATION m _ Bidg dept coPY from Zea DRAWN BY: MH SOA J Flnal review d do L-—-—-—-—-—- SILT FENCING i SILTFENCWG ®et Ffle / ents 9/30/2019 �a CONSTRUCTION ENTRANCE 'CONSTRUCRON ENTRANCE S 57°42'00" W 123.280' OF NEty SCALE: SEE PLAN �P r)EF O 0 SHEET NO: SOUTHERN CROSS ROAD °'? 2 �� �O�ssi N�� - z ow ~ V A Q w o A � W o0 ❑ ❑ ® w Ej < z z W w x c� _ V 0 z - oma 00 SOUTH ELEVATION x SCALE: 1/8" = 1'-0" 0 Bldg Dept copy from ZBA DRAWN BY' MH Final reviewed documents ZBA File# -73a0 Date: / 9/30/2019 SCALE: SEE PLAN EAST ELEVATION F� EREc os SCALE: 1/8" = 1'-0" � � .�� � �' SHEET NO: LL' m ,J LU Z O r Z A W O cz FE1:1 ❑❑ P �-4 O W v � ILI W 1111 —U HIM ILMI � wz V NORTH ELEVATION "' 00 SCALE: 1/8" = V-0" z 00 V Bldg Dept copy from ZBA FDRAWN BY: MH nal reviewed documents zBA Fil # 737 P, Date: 9/30/2019 0SCALE: SEE PLAN III Ill Jill CID SHEET NO: WESTELEVATION SCALE: 1/8" — 1 -0 °,o ' 5oz �� �O-sION o4 2 Ow Q Z DL w a A EXISTING DECK �- p� z w w � x x � c� 7V L) --- O ® "' ° x O o V — EXISM BATH ® 00 EXISTING EXISTING O O DINING ROOM i i KITCHEN 00 EXISTING BEDROOM O V .r — cn EXISTING GARAGE-------------------------- Q EXISTING LIVING ROOM j EXISTING BEDROOM Bidg Dept copy from ZBA Final reviewed documents ZBA FII # Date: / DRAWN BY: MH EXISTING PORCH 9/30/2019- ------------ SCALE: /30/2019- SCALE: SEE PLAN - ------ -- -- ��PR y DE�,�i SHEET NO: EXISTING FLOOR PLAN SCALE. 1/8 = V-0" A) O? 50 ��C9 ��FES P�' s I I I _ I I Z � \ A a � 24'-2X" W V, o -------------------- EXISTING DECK ------------------ O W p/ v � Q P4 M842 2 PWG60611R 24'-0%" 2)1-3/4X7-1 4 ML HDR I J2)1-3/4X74/4MlHDR EEx Do ) q 9' 13'•8X" TNgg052-2 FWG10511L 2X8DFM2CJ 16"OC 1� Z 7.1/4MLHDR (2)7-1/4 MLHDR n V1 O O (HEPIACE EX OPENING) (flEpIACE F%.OPENING) {2 1-34X3MLSiEEL -3/4>(4]Z�Ir1�2'SfEEL� �E o m Z oV EX KITCHEN ® 0 ALTERED EXIST SITTING/TV ROOM n O ON BATH FORMER BEDROOM n b 00 a EX DINING ROOM0 0 MASTER 1FDROOM 4 p V -------- o cn INSTAU 30X60 puLI DOWN m 3'-5" S'•O" 5'-3X" � STAIR ' - _ •----------•---• (211-3/4%117/8 REMOJEF]BSlIN IPM-REp1ACEWRH(3)1-3/4%20 ML(UPSETI -- (2)1-3/4%18 ML UPSET BEAM�� (2)2X8 HDR --- -- I i N 7 N m EXISTING GARAGE O-OD Tq WIC ro Sq wror ' EXISTING LIVINGROOM D'1 ---- ----_-I Q (2)2X8 HDR ,y EXISTING BEDROOM 3'a^ O 4 m Findal Dept copy from ZBA En Ea eviewed do mems DRAWN BY: MH 12)9.1/2MLHDR1 u" MASTER BATH —----- - iD'-0" MIROCF36632 EXISTING Q FREESp.NDING 9/30/2019 PORCH Tus RE DE Ck 817-/4 MLHDR RELOCATE FROM DINING RM 14'_3X" SCALE: SEE PLAN --- ------ -- F NES C r�EF��r�0 SHEET NO: PROPOSED FLOOR PLANLu m A SCALE. 1/8 — V-0" - N�OA o:«50 ���� -4 ��FESSI Npyo4 Certifications indicated hereon signify that this plat of the hereon described property is a true and correct representation of a recent survey made and plotted under my direction in accordance with the existing Code of Practice for Land Surveyors by the New York State Association of Professional Land Surveyors. Said certifications shall run only to the person for whom the survey is prepared and on their behalf to the title company, governmental agency and lending institution listed hereon. This certification is only for the lands described hereon, it's not a certification of title, zoning or freedom from encumberonces. Certifications are not transferable to additional institutions or subsequent owners. 24 25T FOUND FE S 35'43'50" E 100.18 0.1ES MONUMENT ON LINE FOUND WIRE FENCE MONUMENT WIRE FE 0 7'S w 4 N N 1 1 W�/yy�� �At 3s.r N O 26.3 _ O 16.0' V— WSTOOP 22.3' O (f)Y Z 'n m N OW >-wo a O z ��TOOP O SID Y a III in U) V)i o 3 0a: WZ o V LOT 50 Q o- TIMBER WALL in O WOOD O STEPS '� - W FRBITUMINOUS TIMBER O DRIVEWAY1. O A WALL / L J O 26.3' Uj O o N Ld 0 O Z / c 0 / FE 0.4'N 0.2'W WIRE FE 0.2'N POST & FOUND - 9 RAIL MONUMENT FE 00.90FENCE 0.5'S �� 0.2'E -- �� W POST & N 39'59 30 RAIL FENCE HOLM-014 LM: VIEW: PLOT The offsets or dimensions shown from the structures to the property lines are for a specific purpose and use and therefore are not intended to guide in the erection of fences, retaining walls, pools, patios, planting areas, additions to buildings and any other construction. Subsurface Conditions not shOWn. Easements. Rights—of—Way,of Record, if any, not shown. Property comer monuments were not placed as a part of this survey ©2001 B,B,V,,RC Barrett, Bonacci & Van Weele, P.C• UNAUTHORIZED ALTERATION OR ADUIiION TO fHIS SURVEY IS A CIVIL ENGINEERS/SURVEYORS/PLANNERS VIOLATION OFS£OtTI;ON 7209 OF • NEN! YORK,. 1eF OW>,- ON LAW 175A Commerce Drive,Hauppauge,NY 11788 TEL 631/435-1111 FAX 631/435-1022 www.bbvpc.com LOT: -- BLOCK: -- REVISIONS: I ; MAP OF: DESCRIBED PROPERTY o l o FILED: -- NO. -- CO.SUFFOLK W,Gs, O,OSOfl9 SITUATED: CUTCHOGUE TOWN OF SOUTHOLD COPIES 0 SII Vt�y1�P NOT TITLE NO. BEARING C�L�A.Os_ORVEYOR'S EMBOSSED SEAL'AND SIGNATURE SHALL NOT BE CONSIDERED TO BE A TRUE AND VALID COPY. ROY SCHUMACHER JOB NO.: A010099A PROPOSEDADD 4 R)(MAR) DATE: ONLY 04/23/1 (MADATE: FEBRUARY 6,2001 DR.GC CH. SCALE: 1" = 20' DIST. 1000 SEC. 1 10 BLK. 5 LOT 49 Certifications indicated hereon signify that this plat of the property depicted hereon was made in accordance with the existing Code of Practice for Land Surveyors adopted by the New York State Association of Professional Land Surveyors This certification is only for the lands depicted hereon and is not certification of title,zoning or freedom of encumbrances Said certifications shall run only to the persons and/or entities listd hereon'and areiriof transferable to additional persons, entities or subsequent owners u� _I al ' un J U L 2 6 2021 TPI . , 5 I I � TAX LOT 24 I TAX LOT 25 WALL 100.1$r ..I E S 35'43 50 E ___ —— WALL MONUMENT 0.4'S FOUND ON LINE Iff MONUMENT FOUND 0.6'ScV MASONRY WALL 0.7'W ao . .'MASONRY.',' ASC','•• ❑UNIT. . .' 33.2' t� Q J } 3 o Z 4 0' I nl a:n C; r I 3.0' 1 STORY O DECK MASONR,Y•'•• 3 DWELLING rL NO. 980 Z a: o V) to ' U J °D X I MASONRY 3 ~ 2pa MASONRY BORDER N; W WALL a: @I N Q o W I N W t: 26 2' BITUMINOUS DRIVEWAY O MASONRY• MASONRY I BORDER C4 tf) D MASONRY WALL FE9 Z I (n o� I o _ �� 100.91. N 39.59,30. W NUE EN AVF— Uv1 SURVEY H®L® VIEW SURVEY The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not intended to guide in the erection offences, retaining walls, pools, patios, planting areas,additions to buildings and any other construction Subsurface and environmental conditions were not examined or considered as a part of this survey Easements,Rights-of-Way of record, if any,are not shown Property corner monuments were not placed as a part of this survey © 2021 BBV PC Barrett Tax Map: DISTRICT 1000 SECTION 110 BLOCK 5 LOT 49 Bonacci & Map of: PROPERTY Unauthorized,,alteration or addition to this su vey is a wolahon than Van Wee�e PC 7209 of New York State ducal low Map Lot: -- Map Block: -- Engineers Surveyors . Planners 175A Commerce Drive Hauppauge,NY 11788 Filed: -- No.: -- County: SUFFOLK T631 435 1111 F 631 435 1022 www 66vpc com Situate: CUTCHOGUE,TOWN OF SOUTHOLD Certified to Title No.' -- Revision By Date Copies of this survey map not bear- EILLEN SCHUMACHER Ing the land surveyor's embossed ROY SCHUMACHER seal and signature shall not be con- sidered to be a true and valid copy Surveyed loy- B.S. Drafted by A.V.R. Checked by C.W. Project No A010099A Scale 11"= 20' Date: JULY 14 2021 K:\Da01\A010099\DWG\A010099.dwg,TITLE SURVEY,7/19/20213,42.49 PM,Barrett,Bonacci&Van Weele /AVR 0 Z M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: SITE DATA SCTM 1000-110-05-9 michael@mchdesignservices.com LOCATION: AREA: LOT %: REMOVE: FILL: PROPERTY 12703.1 SQ.FT. 0.29 acres ESTIMATED DISTURBANCE EXISTING HOUSE 1352.0 SQ. FT. 10.6% EXISTING PORCH 32.5 SQ.FT. 0.3% EXISTING DECK 320.0 SQ.FT. 2.5% PROPOSED EAST ADDITION 492.6 SQ.FT. 3.7% PROPOSED LANDING 24.5 SQ.FT. 0.2% TOTAL 2221.6 SQ. FT. 17.3% N 89059'47" E 130. 790' AAFFTC AKIN Rnl INIAC RV- QADDCT I10KIArrT R VAAI%A/FPI P Dr V1 z 0 O M �--- U z C7 QKW Q � A o 0EXISTING DECK LJ.J ~ 7.0' 0 / C M 18.4' W w En �. 11/n/g/24.2'' O O w N w ^WUJ Z O—A < � w to ,,� w c7 o r , x0 PROPOSED o f v x EXISTING 1 STY. HOUSE j 1 STY. M M V r/ADDITION ,— 0w—A r 0 0 4< 0 p � 00 0 0 0� . �-A z EXIST. cU O PORCH /14.3' 0 -. (n l � SMN s EXISTING / W1ND G�2iFRSUN ASPHALT z RS"" G DRIVEWAY u- o Dw H fh V) i SITE PLAN SCALE: 1" = 10'-0" S 90°00'00" W 123 .280' %5 0 U T H E R N C R 0 5 5 R 0 A DRAWN BY: MH 6/18/2021 OF _�v SCALE: SEE PLAN DE SHEET NO: m LL,l 072502 Ssi I+ - — -- _ — — Design Services www.mchdesignservices.com (631)298-2250 LJI III - L email: YIMYI I michael@mchdesignservices.com I HIM III III 1:1 Ell �f7� n SOUTH ELEVATION El No 10 SCALE: 1/4" = 1'-0" - - O HIM Ill IIIIIIIIII IIII 11 1 HIM LL. E- U W � A � �-- w o � O WEST ELEVATION O1 1 Ill IO o SCALE: 1/4" = 1'-0" O 00 .__. EAST ELEVATION SCALE: 1/4" = 1'-0" Lo a - - - r DRAWN BY: MH 6/18/2021 SCALE: SEE PLAN NORTH ELEVATION ° i�E, SCALE: 1/4" = 1'-0" , DEFT yC y SHEET NO. Op O 072502 A��FESSIG P CC M C H Design Services www.mchdesignservices.com phone: (631)298-2250 _ _ _ _ email: r ' michael@mchdesignservices.com I I ol I I I I I I I 24'-2'/z" I 13'-63/" 7'-011 3'-73/,. ol EXISTING DECK I 6'-0" 6.. 6„ a_• _(.,2)2X8 ACQ_-_--a_• - CUT BACK DECK OU 12"dia PIER - AS REQUIRED ; ¢io I Q - n• �d . p d n• v d • � p-d----- II -p-a-fi-d . p d 3'BELOW ao— GRADE ryV o -"+II -vN -d-.-\--D-Q-------------------------------- __________________________- ---------------------------- C) ,I __--_____-__-__________-_________-_ D (M 2X8 DF#2 a16"OCul( N o _ M , 13 v I C O LO I Ip 32"ACCESS Iz I I� D W #4 REBAR @12"OC iz AND AT FTG. Iwc I IL Iw 0 IP O U im DBL.2X8 DF#2 016 OC I iN I p I LLn l I p I � \,V I I N a �— w ' w I I 18'-5'/" O I ° 10 INSTALL NEW LALLY COLUMN i i D iZ> W � �/� UNDER POSTABOVE(VERIFY-'-,,,., > e CAI -------- - DIMENSIONS IN FIELDI.COLUMN I __ _ ----_--, z 0 TO HAVE 2'X2`X1'FOOTING ;...... IW co r O w I I I I I I I I I 12 «,—j -- -- --------------- P4 -----_ —-------———---— ---,--———————------,---�=_- =---- -------- a EX.(3)2X8 GIRDER I EX.(3)2X8 GIRDER EX.(3)2X8 GIRDER BASEMENT m () EX. GARAGEI ---- ---- ---" MATCH TEXISTING (VERIFY w/OWNERS o F� FOR 8'DEEP(ADD DUTCHWALL(TYP)) � II � L•r•l w r� O EX. BASEMENT00 i r- (2)1-3/4X11-7/8 ML UPSET BEAM O u x --------------------------------------i D COPPER COATE 04 2X6 ACQ W 0 SILL PLATE O TERMITE SHIELD U) o SILLOSEAL VER #5 REBAR #4 REBAR @12"OC U ;O 00 U q AND AT FTG. ¢ C; 'z FSI 5/8"dia.ANCHOR BOLT % GRADE TO SLOPE N I§ "e W/3X3 SQUARE WASHE AWAY FROM BLDG. M AND NUT(TYPICAL) a , z uJ U DBL. 1-3/4X7-1/4 ML(a)16"OC uJ oan VJ UNDER BATH m Q D Q L0 O IM 1 o e - e 8"PC WALL C011 'LEAN= M� D,. Q I I I ° I FILL— � I a l I I D• n - __ i ________----------- ------------- Q 7 ev . p Q A � e Q BITUMINOUS -------------------------------------------- °pen COATING % 14'-3'/2' ol 1/2"EXPANSI*SLAB FOUNDATION PLAN4"CO2X4 KEYWAYSCALE: 1/4" = V-0"#5 REBARCOMPgCLEAI � FOUNDATION DETAIL 1). 8" THICK POURED CONCRETE FOUNDATION, 3000 psi. HEIGHT AT 7'-0". EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. RESIDENTIAL CODE WITH A BITUMINOUS COATING. 2). FOUNDATION TO HAVE 16"X8" CONCRETE (2X4) KEYWAY IN FOOTING. FOOTINGS TO HAVE 2 - #5 CONTINUOUS RE-BAR. ALL FOOTINGS TO REST ON UNDISTURBED SOIL (MINIMUM 3000# CAPACITY). 3). FOUNDATION SLAB TO BE 4" THICK, 3000psi CONCRETE ON COMPACTED FILL. DRAWN BY: MH INSTALL 1/2" EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING WALLS. 4). PROVIDE 2X6 ACIDSILL PLATE UNLESS OTHERWISE NOTED. SILL PLATES 6/18/2021 TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET. SCALE: SEE PLAN 5). PROVIDE 5/8" DIA. ANCHOR BOLTS AT 6-0" O.C. AND W/1 V-0" OF CORNERS, ci INTERSECTIONS AND SPLICED JOINTS. ANCHOR BOLTS TO HAVE A * SHEET NO MINIMUM 7 IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO t*4 '-, 2- BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. �+claa3sp.} r,,1 6). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE oA 07250 BLOCKING AT 8'-0" O.C. (MAX.)AND MIDSPAN. RoFES NPS ___------_--------------------___ ___________----------________________ M C H Design Services www.mchdesignservices.com phone: 63 298-2250 email: michael@mchdesignservices.com 24'-2%" lo EXISTING DECK ; -------------------- TW2842-2 FWG60611R 2)1-3/4X7-1/4 ML HDR (2)1-3/4X7-1/4 ML HDR ' Cf i m REU E EX.DOOR p A EME T(TBD) i n w 91-7Y211 13 -8/z = B TW3052-2 FWG60611L m 2X8 DF#2 G @16"OC 2X8 DF#2 C1 @16"OC a 0� (2)7-1/4 ML HDR (2)7-1/4 ML HDR (2)1-3/4X9-1/2 ML w/1/2"STEEw L (2)1-3/4X9-1/2 ML (REPLACE EX.OPENING) (REPLACE EX.OPENING) � a O EX. KITCHEN (3 ALTERED ° EXIST. OFFICE BATH FORMER BEDROOM # �+ LL 00 EX. DINING ROOM 00 ----- O MASTER BEDROOM 4'16" m K X INSTALL30X60 J r PULL STAIR WN ; 0 3'-S" 5'-1" 5'-2%" X ° v LL 2 N F— -------------- 2)1-3/4X11-7/8 MLw - - - - 4-0 _ _ - _ _ _ _ _ _ _ _ _ _ z (2)1-3/4X18 ML UPSET BEAM (2)2X8 HDR (2)2X8 HDR Cz ------------- -- --------- - 00 A rn N o EXISTING GARAGE CLOSET � W/D 4'-7%" 4'-7%" c � W Cn N _ N 9 W.I.C. ^J w C? V -------------------------- 4'-11" EXISTING LIVINGROOM `r01 w i i CLO ET (2)2X8 HDR EXISTING BEDROOM 3 0 �1�Jt w CL) vF-, o i 'X5' sH R 13'-8%" ' o LO MASTER BATH O 00 O rN � V O ON o� 00 EXISTING O .UB ( ' PORCH � v REQ.TEMPERED 4LASS PER COD ^~ (2)7-1/4 ML HDR Q RELOCATE FROM DINING RM ----------- -------- 14'-3%" -------------------- PROPOSED FLOOR PLAN SCALE: 1/4" = 1'-0" 1). USE 3/4" T&G ADVANTECH ENGINEERED SUBFLOORING, INSTALLED WITH 7). ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 2). PLATE HEIGHT TO MATCH EXISTING, 8'-0" (VIF). 8). ATTIC ACCESS / STAIRS LOCATION TO BE VERIFIED IN FIELD WITH OWNER. ATTIC STAIR (OR ACCESS OPENING) TO BE MIN. 30" WIDE, 3). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16" O.C.. 250# CAPACITY. DRAWN BY: MH 4). EXTERIOR SHEATHING TO BE 1/2" THICK FIR CDX PLYWOOD. 9). INSULATATION UNLESS OTHERWISE NOTED: CEILING / ROOF: R21, EXT. WALLS: R13, FLOOR: R21 6/18/2021 5). PROVIDE 3 - 2X8 DF#2 HEADERS OVERALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2" SHEETROCK. SCALE: SEE PLAN STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT SIDE FOR MICROLAM HEADERS. SHEETROCK. USE DUROCK CEMENT BOARD AT SHOWER / BATH TILE , 6 0 y AREAS. DE o 6). INSTALL FIRE BLOCKING, FIRE COLLARS, CAULKING, etc IN CEILINGS C .- C� �� SHEET NO: 11 . INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. (MAX. 10 OC)AND INTERSECTING WALLS, LOAD-BEARING WALLS, ) � =w: „ FRAMED CHIMNEY/ DUCT CHASES, VENTS, PIPE PENETRATIONS, etc. �_ _ PER CODE. 07250µ �, PROFESS�NP� u M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com r------------------------------------------------------------------------, ---------------------------- ----- ------------------------------------ l _ 12 it-- --- --- --- --- --- --- --- --- --- -ijr------------------------------------------------------ --- --- --- --- --- --- , 1 2X8 RR(cD 16"OC I I I I I I I I I I I I I 1 1 ' `--------- " " , 2X8RRCcil16"OC ' I II II 11 11 II , ' I I I I I I I W 12 I I ❑ ' 5.3 <<� o Al I I I I I I I I I N • I I I I ti+ � 11 II II 11 12 � ' I U I I I 4 L.L 1 1 MATCH HOUSE x ' 1 ----------------------------------- X - 1 I4 /—TJ. I I I I I I I I L I l I I I , l W 14 - --- --- --- --------------- O , , I I I 1 0 i i t i i 2X10 RIDGE W 1� - ------- 11 1 1 I I I I I I r--------� , ((����//''1 1 11 z II II I � I II II � I II W 1 1 I I 1 I I I I 1 1 � I I I •/`/, n I --------- --- e II „ I 11 0 Q I I / ``• II 11 I II II II II � II --- 1 1 I I I I I I I � I I 11 II II II 12 0f 11 N I II II I II II 4 � II MO _ _;-;- __; ' _ MATCH O O W ----- --------- -------------------------------- ------------------------------------ -� I HOUSE W I I I I I I I I Nom-no I I I I I I 1 1 i t 11 I I I I I I 1 I I I I I I I 1 1 1 1 I I I I I I I T— I -------------- ----------- --------------- ROOF PLAN SCALE: 1/4" = V-0" 1). INSTALL 2X6 DF#2 COLLAR TIES AT 48" O.C. OR AS SHOWN ON PLANS. 8). DO NOT INSTALL UNDERLAYMENT ON WET/ DAMP PLYWOOD!!! SHEATHING 2). ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2" DIA. MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT.UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. WORK DAY. COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. 3). INSTALL FIRE BLOCKING, FIRE COLLARS, CAULKING, etc IN CEILINGS (MAX. 10' OC)AND INTERSECTING WALLS, LOAD-BEARING WALLS, 9). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. FRAMED CHIMNEY/ DUCT CHASES, VENTS, PIPE PENETRATIONS, etc. USE GALVANIZED (ZINC COATED) ROOFING NAILS, 11 - 12 GAUGE WITH AT PER CODE. LEAST 3/8" DIA. HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE. NAILS TO BE FLUSH WITH SHINGLES BUT NOT 4). APPLY 1/2" THICK FIR CDX SHEATHING OVER ROOF FRAME. CUTTING INTO SHINGLE SURFACE. 5). APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND 10). VENT ALL ATTICS (INCLUDING PORCHES)AS REQUIRED. USE COR-A-VENT S-400 DIRECTLY TO THE DECK ALONG EAVES. AT SOFFITS, COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS, CAF COBRA RIDGE VENT AT RIDGES, AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. DRAWN BY: MH 6). USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. IN AREAS W/ CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO 4:12 OR LESS ROOF PITCH USE ICE & WATER BARRIER UNDERLAYMENT. CONCEAL VENT. 6/18/2021 7). ICE & WATER BARRIER TO BE USED IN ALL VALLIES, RIDGES, INTERSECTIONS 11). GUTTERS, DOWNSPOUTS, DRYWELLS TO BE INSTALLED / REPLACED AS REQUIRED. WITH ROOF AND SIDE WALLS (TYPICAL)AND 4' PERMITER. SCALE: SEE PLAN 12). MATCH EXISTING SOFFITS. 0 �y ' DE� SHEET NO: Gj 5 � n L' lJ�4 0725 2 A�4 AR�FES�IQNP� 7,F -1 7TF SITE DATA SCTM 1000-110-05-9 LOCATION: AREA: LOT %: REMOVE: FILL: PROPERTY 12703.1 SQ.FT. 0.29 acres ESTIMATED DISTURBANCE 2500 SQ.FT. EXISTING HOUSE 1352.0 SQ.FT. 10.6% ('1 EXISTING PORCH 32.5 SQ.FT. 0.3% M I tJ_ H EXISTING DECK 320.0 SQ. FT. 2.5% Design Services PROPOSED ADDITION 392.9 SQ. FT. 3.1% 130 CU.YD. 30 CU.YD. PROPOSED LANDING 24,5 SQ. FT. 0.2% 2 CU.YD. 1 CU.YD. 8'dia X 2'deep DRYWELL - - 3 CU.YD. i CU.YD. www.mchdesiqnservices.com phone: TOTAL 2121.9 SQ. FT. 16.7 135 CU. YD. 32 CU. YD. (631)298-2250 N 57041 '47" E 130. 790' MEETS AND BOUNDS BY: BARRET,BONACCI&VAN WEELE,PC email: SURVEYED:02/06/2001 michael@mchdesignservices.com �Z ' V PLUMBER CER TIFICATIO, ' O�p APPROVED AS NOTED ON LEAD CONTENT BEFOI E DATE: S B.P.# SS CERTIFICATE OF OCCUPA AY FEE: 3 � BY: SOLDER USED 1N WATE soxN� NOTIFY BUILDIIN DEPARTM AT SUPPLYSYSTEMCANNO W Nos G tiT SUN 765-1802 8 AM TO 4 PM FOR THE EXCEED 2/10 OF i% LEA R S"" M FOLLOWING INSPECTIONS: SILT FENCING 1. FOUNDATION - TWO REGI`-iRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING I 3. INSULATION PLUMBING 4. FINAL - CONSTRUCTION MUST ALI:PLUMBING WASTE BE COMPLETE F;�; C.O. &WATER LINES NEED EXISTING DECK I ALL CONSTRUCTIOIN SHALL MEET THE KG;"8FFQQ`✓OVERIN 1 r111 REQUIREMENTS OF THE CODES OF NEW am 1$ 4' W YORK STATE. NOT RESPONSIBLE FOR "' I DESIGN OR CONSTRUCTION ERRORS. W 14.3' tn Cn � -PI-1, COMPLY WITH ALL CODES OF En 1*10 � �, I w NEW YORK STATE & TOWN CODES U O AS REQUIF �� AND CONDITIONS O'" W O PROPOSED/ I O T V Z 1 STY. _ Z ADDITION%N DW I `' '"; -" rw�acO�D � W EXISTING 1 STY. HOUSE / jNEW ADDITION:392!9 SF / / 100 RUNOFF @ 2"CAIN/HR I Z INSTALL: CU.LL:FT.REQUIRED DRYWELL H ['� 40" � INSTALL: � Z 8'dia.,2'deep C)4YWELL LLL x O / CAPACITY�IK5 CU.FT. O OCCUPANCY OR v, IpU00EXIST. CONCRETE USE IS UNLAWFUL 3PORCH 1 WASHOUTWITHOUT CERTIFICATEO v cn 4z CI OF OCCUPANCY Blower door I RETAIN STORM WATER RUWF�� and ductwork EXISTING SOIL PURSUANT TO CHAPTER 236 ASPHALT H I 6 � LocATION � � OF THE TOWN CODE, testing required. Z DRIVEWAY LU U-` Must provide Manu FIs SILT FENCING_ ELECTRICAL INSPECTION REQUIRED Dt J and S as per Z } NYS Energy Cod( ,, W J TRUSS PLACARDENG REQUIRED DRAWN BY: MH CONSTRUCTION ENTRANCE S 57042 '00" W 123 .280' All ey-terior lighting 7/15/2019 lnSt,01ed,replaced or repaired shall confo ; ' _ � "`n SCALE: SEE PLAN i;, °.,`s , s to Chapter 172 k � ofthe Town Code OF N Dr: JUL 1 S 2019 r:. N� * SHEET NO: I a CK LU H R N C P% P% �...., C A C 502 ROFESS110 ° SITE PLAN SCALE: 1" = 10'-0" M C H Design Services - T -- — — www.mchdesignservices.com T — — - — phone: - ---- - (631)298-2250 email: michael@mchdesignservices.com TW I' I I' ll I I I III I I 11 1 j 11 1 1 III Lri-V� I 1 1111 11 11 1 1 111 1L--J1 I I I -M1 , I I 1 11 1 i O W L LJ O C SOUTH ELEVATION t 0 SCALE: 1/4" = V-0" V W � zz W w � C12 � USO � ox E V C:) Oo°OIII Mill III , U - L� Hill III III lill HIM 0 E�T� 111111 ill Hill Ill Ill IIII I IA0 HIIIII Ill 1111111 11111111 — DRAWN BY: MH 6/11/2019 EAST ELEVATION SCALE: SEE PLAN SCALE: 1/4" = V-0" SHEET NO: p NEW C-0 �C Q �+, l u MIMR°FESS �P ,-SLd HE] M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com IqT L LjL1j I I I I I I I I I I I I I I I I ] I I "NOME" 1 .Ll Ty I I I I 1 11 1 1 1 11 i 11 1 1 11 1 JE FF I T HIT] I I I I I I I 1 11 1 Ill I I NORTH ELEVATION Ell SCALE: 1/4" = V-0" < P4 Pq C�f E--q c� o r-ri I I Hill 11 C) 00 I I I HIM0 - - D 1 11 11 1 1 11114 ill 11 Hill I I I ------ ill 11 1 Hill 111 11 H TF DRAWN BY: MH —TT 6/11/2019 . ......... . ......... SCALE: SEE PLAN WEST ELEVATION OF NEO/ SHEET NO: SCALE: 1/4" V-0-- A: 72 AR�FESSIO 14'-3/i' 31-73/1/ " '-O" 3'-73Y" --- --- 1 C)'-.SF 6" 6" M C H I �� 12"diaPIER I - Design Services 3'BELOW N GRADE i N ----------+---- --------------- � www.mchdesignservices.com /;1 o I --------------------------------------,I phone: (631)298-2250 F�f � I I I C I email: michael@mchdesignservices.com 4'/2' D � ( #4 REBAR @12-OC i n � SEPTIC AND AT FTG. 1 I I I O (0 I I L U) DBL.2X8 DF#2 Ca)16"OC p I I E � N I N � I 1 L!J C13 REMOVE EXISTING WINDOW REPLACE WITH DOOR I I I I 18'-5'/4' I A 0 INSTALL NEW LALLY COLUMN i i ' UNDER POST ABOVE(VERIFY_ � ' (2)1-3/4X7-1/4 ML w/3/4"STEEL 2 b N ZI DIMENSIONS IN FIELD).COLUMN , I - — - �— - — - — - — - — - — - Iz TO HAVE 25251'FOOTING I'� * ^ IX F-1 ------------- r7C _=_ _____________ -.� " I l EX.(3)2X8 GIRDER EX.(3)2X8 GIRDER , I EX.(3)2X8 GIRDER NEW EX. GARAGE ---- ---- -----; ---- Phi BASEMENT 3-min O MATCH 7'EXISTING (VERIFYw/OWNERS U FOR 8'DEEP(ADD ° WINDOW WELL 0 DUTCHWALL(TYP)) O p w EX. BASEMENT V ao N Z X DBL. 1-3/4X7-1/4 ML e16"OC ; .. Eli UNDER BATH w X LiJ #4 REBAR @12-OC xj AND AT FTG. -- --------------- -----------------' p T V 0 14'-0" v C070% V FOUNDATION PLAN c� SCALE: 1/4" = 1'-0" 1). 8" THICK POURED CONCRETE FOUNDATION, 3000 psi. HEIGHT AT 7'-0". EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. B'THICK CONCRETE O (ALT.6X6 ACQ) o RESIDENTIAL CODE WITH A BITUMINOUS COATING. Z HORIZOWAL PROJECTION 0,,DECK) z — _ O i5 REBAR®IZ'OC 2). FOUNDATION TO HAVE 16"X8" CONCRETE (2X4) KEYWAY IN FOOTING. Li COPPER COATSD 2X6ACO FOOTINGS TO HAVE 2 -#5 CONTINUOUS RE-BAR. ALL FOOTINGS TO REST ON 8 TERMITE SHIELD '"t SILL PLATE REMOVABLE STEEL GRATE SILL #5REBAR UNDISTURBED SOIL (MINIMUM 3000# CAPACITY). min.6'DEEP B'THKRCOAL NC0.ETT 4'min. •! GRAVEL (ALT.6X6 ACQ) 'd' UDDER -(<, -,;;{,.�;I; .711 ; RUNGe 5/63SQU SQUARE CHOR SOLT .� � GRADE TO SLOPE 3). FOUNDATION SLAB TO BE 4" THICK, 3000psi CONCRETE ON COMPACTED FILL. RU B• wt SQUARE WASHE AWAY FROM BLDG. �:•;? `: .12-OC L -���` PROJECTION AND NUT(rYPICAL) a•e 1 1 ` 'ADJUST FOR IARC ER WINDOWS Q (ORDER EGRESSWINDOW ., INSTALL 1/2" EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING EV NDGW SHALL BE ABLE TO Z (PER CODE) OPEN FULLY) , O•! I WALLS. MAIN DRAWN BY: MH WINDOW WEW TO BE COVERED VA INSIDE T VRSHOW � "J` '*�-,� 4 O•e — UOVERSSSE or A BEREY OR TOOLORSPEMCIAL ARUCTIONS. 6•PCWAL I_ 4). PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED. SILL PLATES .:�t 1 ``x`` " I �F'``= TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS 7/15/2019 .b'DEEP GRAVEL WINDOW WELL DETAIL BORE THAN SILLOFEES ABOVINDOSHEDFLlM LBE NO ADS DRAIN PIPE K'me MORE THANMINCHES ABOVE FINISHED FLOOR HEIGHT- - I I SILL GASKET. NTS UDDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER O•! r_MM� fTUMINOUS THAN 44 INCHES AND SHALL PROJECT NO MORE THAN ,0 OATING 61NCHE5 INTO THE WELL UDDER TO BE PERMANENTLY •e __FIXEMOR DTO WALL OF WELL AND HAVE A RUNG SPACE OF - SCALE: SEE PLAN OOWELLTHAN IB INCHES VERTICALLY FOR FULL HEIGHT ' ° 5). PROVIDE 5/8" DIA. ANCHOR BOLTS AT 6'-0" O.C. AND W/I V-0" OF CORNERS, WIXW AN LLLAJ1 RETEARAND INSULBEMINJMUM OF T12'EXPANSION JOIN INTERSECTIONS AND SPLICED JOINTS. ANCHOR BOLTS TO HAVE A 36'X IN AND SHALL READ] W S¢E FOR lA1LGER '� .. p' ,� 2X4 KEYWAY OPENINGS AS REQUIRED. 4'CONC.SLAB a�a , 4 o. I�REBAR MINIMUM 7" IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO ('^''' FLEANFILCOMPACTE D G ; BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. SHEET NOq � � 9 d \ '1 I _16•� I I I— / _ J� ��O ' I FOUNDATION DETAIL 6). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE ( , "' BLOCKING AT 8-0O.C. (MAX.)AND MIDSPAN. i f L JUL O 07250' 'J.__a_.L:`T.. DFESSI NPS ----------------------------------------------------------------------- --------------------------------- 47 M C H_ i Design Services www.mchdesignservices.com ' -- phone: EXISTING DECK _ --------- (631)298-2250 14 2 ' email: ol 7' 1%" ' 71-LY411 michael@mchdesignservices.com FWG6b611R (2)1-3/4X7-1/4 ML HDR 4'-4" 61-811 REU'E EX.DOOR O i i p o w m BAEME T(TBD) m i _ 2X8 D #2 CJ 16"OC p N /l TW3052-2 I Ili FWG60611L , , TW2842-2 s v(2)7-1/4 ML HDR (2)7-1/4 ML HDR i (2)7-1/4 ML HDR i -1 i w UPSET BEAM_ _ (REPLACE EX.OPENING) (REPLACE EX.OPENING) (REPLACE EX.OPENING)]0 9'-6%" LL EX. KITCHEN O ALTERED 2'-3'/2" 11'-4%" - ° EXIST. SITTING /TV ROOM o BATH FORMER BEDROOM Zn r , o V ----- 00 MASTER BEDR M EX. DINING ROOM 00 x W ` N -----------• --- INSTALL 30X60 0 , „ w PULL DOWN 4'-7%" 4'-8" 5'-0" ' 51-3Y211 L O LLJ STAIRlox i o -Ql O r ------------- y — — — (3)1-3/4X7- 4 L FLUSH BE ��-, � — — — 4'-0" (2)1-3/018 ML UPSET BEAM (2)2X8 DF#2 (2)2X8 DF#2 1-4 P4 z n N 1 _ w EXISTING GARAGE 1 i 7 N ;N W WID ►� v , � E O 0 M M O h+Tl '-------------------------- �I EXISTING LIVINGROOM (D 3'-1" X 5'-01 5'-0" 00 EXISTING BEDROOM �� U MASTER BATH o �--- U C 63 DIND � (2)1-3/4X71/4 ML HDR a RELOCATE FROM DINING RM Q 71-011 7_011 ol IIII II11 EXISTING IIII II,I PORCH II11 II11 , PROPOSED FLOOR PLAN A ' SCALE: 1/4" = 1'-0° 47 ------------------- DRAWN BY: MH -------------------- 1). USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING, INSTALLED WITH 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 6/23/2019 RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING WALL LEGEND MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. SCALE: SEE PLAN --------------' 2 . PLATE HEIGHT TO MATCH EXISTING, 8'-0" IF . 8).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH --------------� WALL TO BE REMOVED ) � ) ) OWNER.ATTIC STAIR (OR ACCESS OPENING)TO BE MIN. 30"WIDE, EXISTING WALL 3). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. 250#CAPACITY. NEW WALL 4). EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD, 9). INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF: R21, EXT. SHEET NO: �P'' ;. ��tiUQ WALLS: R13, FLOOR: R21 5). PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS NOTE: UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. E: z DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL 0 INT:2X4=4-1/2" 2X6=6-1/2",EXT.:2X4=4-",2X6 6" STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT r^�I [ = J SIDE FOR MICROLAM HEADERS. SHEETROCK. USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE v /� DIMENSIONS OF NEW WALLS ARE FROM STUDS AREAS. [EXT./INT.:2X4=3-1/2",2X6=5-1/2"J 6). INSTALL FIRE BLOCKING, FIRE COLLARS, CAULKING, etc IN CEILINGS ROF a�'v fSSI (MAX. 10'OC)AND INTERSECTING WALLS, LOAD-BEARING WALLS, 11). INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. FRAMED CHIMNEY/DUCT CHASES,VENTS, PIPE PENETRATIONS, etc. I PER CODE. A 47 - I w I M C H I I Design Services I 1 I I I I www.mchdesignservices.com phone: ' (631)298-2250 i 1 email: michael@mchdesignservices.com ------------------------------------------, Ir————————————————————————————————————————- 1 I 1 I 1 I I I 1 2X8 RR( 16"0C II I ——— ——— ——— ——— ——— ——— ——— ——— ——— —— —" ' I 1 I Q 12 1 1 � I I ' ii ii ` II I I II II II � Vol I X 1I N II d l I I I I I I I I " LL o <<� ry , , IIS 11 II X , I 11 ___ ___________ r_ ' i z U- 0 I I 00 II x I __ -I II O — r VJ 2X10 RIDGE I I I I I I I I I I 1 1 I I I II ' I 1 II II 11 � 11 — ——————- `——————————�——————————————— 1 I I I � 1 II II ' _ _ r_____—_—_J____� r______________„ — -------- ------------ _ __ I I 1 I I I I I I I -_-_______________" rl � O 1 I I l O V N 112 11 4 � 1 1 � O LL I MATCH 1 1 co ; HOUSE i i M X I I I I N 11 I II I I I 1 11 III _ __________________I____________________� I ^� t I I I _ __` ___ ___ ___ ___,___ ___ _______ _____—_ ----------- _____ ____ __ __ ___ ___ ___ __ ___ ___ ___ ___ __ 1 _ ___ ___ ___ ___ 1 I 1 1 I I I 1 1 I I 1 .......------ �, A -- -------- 47 ROOF PLAN 1). INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C. OR AS SHOWN ON PLANS. 8). DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!! SHEATHING SCALE: 1/4" = V-O" MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 2).ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2" DIA. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE DRAWN BY: MH GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. WORK DAY. COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. 3). INSTALL FIRE BLOCKING, FIRE COLLARS, CAULKING, etc IN CEILINGS (MAX. 10'OC)AND INTERSECTING WALLS, LOAD-BEARING WALLS, 9). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. 6/11/2019 FRAMED CHIMNEY/DUCT CHASES,VENTS, PIPE PENETRATIONS, etc. USE GALVANIZED (ZINC COATED) ROOFING NAILS, 11 - 12 GAUGE WITH AT PER CODE. LEAST 3/8" DIA. HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE. NAILS TO BE FLUSH WITH SHINGLES BUT NOT SCALE: SEE PLAN 4).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. CUTTING INTO SHINGLE SURFACE. 5).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND 10). VENT ALL ATTICS (INCLUDING PORCHES)AS REQUIRED. USE COR-A-VENT S-400 �� y SHEET N O. DIRECTLY TO THE DECK ALONG EAVES. AT SOFFITS, COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS, CAF COBRA NNi RIDGE VENTAT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. �R . U 6). USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. IN AREAS W/ CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO ' k�'�-` P 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. CONCEAL VENT. !r "'fi . 'P ,k 7). ICE &WATER BARRIER TO BE USED IN ALL VALLIES, RIDGES, INTERSECTIONS 11). GUTTERS, DOWNSPOUTS, DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. ;; w WITH ROOF AND SIDE WALLS (TYPICAL)AND 4'PERMITER. 12). MATCH EXISTING SOFFITS. AEON A 5 RUF�SS1?r1P 2X10 2X10 RIDGE \ 12 RIDGE 4 0 47 °C�6 (2)7-1/4 2X8 RR M C H ZXgML BEAM @16"OC Design Services 2X8 DF#2 CJ @16"OC 2X8 DF#2 CJ @16-OC If (2)9-1/2 ML BE www.mchdesignservices.com phone: (631)298-2250 0 email: 00 — michael@mchdesignservices.com /4"SUBFLOOR -----—----- - - M M M M M M M 2x8 ACQ @I6•oc °. (2)1-3/4X7-1/4 ML (2)2X8 DF#2 FJ @16"OC °• (2)2X8 — ----------- 4 @16"OC (2)1-3/4X7-1/4 GIRDER °•L ML FLUSH BEAM °% V a, C ONO vo CNC n•� >o� p PIER 0 M d,4 °' 0 TI Irs Iw nH nu w na w ,w na ,w .� 4 .1 "CONC.SLAB a b. a• a A a6. a. A e a. rwi � CO CROSS SECTION A W SLOPE'?/4'PERFOOTPITCHTODRAIN A°^ o T I SCALE: 1/4° — V-0° TRA W PLUMBING SCHEMATIC SCALE: NOT TO SCALE RESche+cl, Software Version 4.6.4 0 Compliance Certificate z z 1:4Z W W W � Project :••e•cp t= <�r: 215 IECC • r , 1-�., O _ur etir,n Cutchoyuer New York CuTTstr,dianTppe Single-family Tope: Addition rl ; iia e: 4 (5572 HDD) el911:[lateO zel'171.NUI7TLLel`. W i umAru-zJ-zn Sil.c: 0v!nc-f'AjcnU D,:E gn,=r Cunl.utter: O / ! , 1C1JIMACHER RE51DEACE FASTENER TYPE: SPACING: / I ' ' I No.8WOOD.s«Ew ' I / I I I I� I II ( I II I ( Cf#O(I-)�l1HRNr RGSS F•'AG �� BASED ANDiOR wfTH 1s^« 2n.10 WOOD-SCREWS No.1D WOODS WITH I 1 111 I I ' 11 I ! '} , I I '� I I II • I I ••' ( •'I I .�� tin.EMBEDMENT LENGTH BASED MICHOR WITH 16"« 1/4h.da.LAGSCREW I - I BASEDMlCHOR WITH 16^« I- I •_a rpl wcc 3.6?h 9ettcr Than Carle Makimi.ro t.684 •'D1.•.!x 81 rd:<rurr SF�•_,C: 0.40 Yur 5-SC.: D.38 An.EMBEDMENT LENGTH I ' I ' I I 1 Tri_ :?r.6�r.r Wu-_ :off_` tti_.x+N..c-: •...,:Ix.E,rcmol;•c.t•c h.t_c s_a:c:cn:o__tr::c aRal— SHEATI APLYWgD It DT R•:T O V•,14_an_.^. ahc Y_ncyy atc.r:o._r_I.:rsc.:mL 1•IrAj ah.re. I � / I I i � 'I I ' 1r1"APA RATED SHFATIIING � ` SHEATHING (ALTER NA�7,16-a.SB., I 41 I I I �1 I 41 EnveaIQR2 Ass nik lies Q 112^APA RATED SHEATHING!ALTER ATNNE:7116 O SB.) FASTENERTYPE: SPACING: I I f 1 I ................__.,.._..•-_....w......�..e.............._......,,.,.M.,..-._....�,._.._........._..«..._.«...................-,.,... -..v..,......,................,.. 1 ` 2X4DF12 ( I ) I ( I -lour=. I-!lk,lOis:z rI s5.Dvi,'.Inc•,9dtldne;ISC+a•:e 393 :.0 21D 4. 1C 1F N.B WOOD-SCREW \ f zBn.EMBEoaNw LD« I I / I ( t J V.-al 10ocid H•a lie.1%i":c. 1i' ';.Q 13 D D."' f 12 WINDOW SILL ` I TYPICAL WINDOW OPENING No.10Y2000-SCREWS ( 1 I t•Ti .•l:l+r_e =)eI)Lt:v��:rP ITt�itll lu.t n BASED ANO7CO WITH 17'« I I I .S'i•C� 1. PANEL SPAN EQUAL OR SMALLER 2ro.EMBEDMENT LENGTH I II I I I 1 I II THAN 4 FEET BuAsftEd..NANA aLAGSCRwEWN S.« � I S � I I I � iLl � � �•.r I C?Si =i r1.1 et'. 11 2..EMBEDMENT LENGTH - - r��/p� TYPICAL DOOR OPENING FASTENER TYPE: SPICING: ::Til-_ I -Ipr['i ink;'y 55nr I rt15c s!I� ;.n A I n II. a4 1: DRAWN BY: MH PANEL SPAN GREATER THAN 4 FEET 2MULTIPLE2X4 P2 STUDS ODNNEASSEMTED 2-ET OFk2 STUDS STAINLESS STED No.a WOOD-SCREW AND EQUAL F SMALLER R TOGETHER WD BOLTS"/WASH EL BASED ANCHOR WITH SOC .. .,.,. THAN6FEET ORGALNDNUTS0X-C"WASHERS L,,EMBEDMENT LENGTH CnO :;711.srlvc imrr4:•tI: T•Tt•proposed bT.Tldi••j do.)y dt^.c•ibud ri. can+'J L:111 eit••Iha b..Tldi•ig plans.:r.r••dic i. .,P..ndat•11-r ANDNtrrs�ro^o.c 2-;,Ir:n a-,r.-.1..r•n ctrc-with thr• r-T.p I r;.tinn. hr r•m hn 1;1in hr.;b-rn d^;i nrrl tr,mret---;ein•T IF ck m nir--irnr•;.in No.to w000-uREWsF'' - DR r'••+"G 7 +J +t TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 90C %E5C,6Ct:V?I'3Lc.n 1.6.1 and t:C—nph,iil., the r"aida:,^v regU1,6,n4nrs Ilstec 1^the RES,de r.I^g+ctlan CIl?_kl at. 6/11/2019 lei.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET AND EQUAL OR SMALLER Ilan.ma.LAGSCREW BASED ANCHOR WITH IF« THAN 8 FEET 1n EMBEDMETrr ANG^ IaT L)e-Ti Lle Siu))oLuL a Daly WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SCALE: SEE PLAN AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL SHEET N O■ CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ` N� ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. C:) 1-�� Rry' 7( A "; PI)Tj;IlTi.l Rt:trr;) �� aj�l'j;,,ri D3 t I)- Lonny: C:%tl[.,t1';,;P•QnT1.tLrHIiile,,.pr$):h:-<M5 (-,I kiP-m iIrR.n:k AMW SSV V WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. M �J Design Services n KING STUDS RAFTER WALL STUD ENDWALL CRIPPLE STUDwww.mchdesignservices.com BOTTOM PLATE www.mchdesignservices.com LEDGER BATHTUB phone: HEADER DOUBLE JOIST (631)298-2250 SIDEWALL RAFTER email: JACK STUDS michael@mchdesignservices.com FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4'•x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS IRT3 OR RT7 I TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 I LS210 1189a. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND if, LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL CHIMNEY AS REQUIRED RIM BOARD RAFTER WALL SHEATHING RAFTERS MAINTAIN SILL PLATE(S) , VENTILATION • SIDEWALL FLASHING WOOD JOIST FOUNDATION TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING BARRIER TO LAP FLASHING • 2x4 SOFFIT JOIST STARRING TO BE ATTACHED TO WALL STUDS 048"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �i ^ ^ SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH /ems ON ALL OPENINGS i PROVIDE HEMMED EDGE AT OPENINGS OF+/. INCH IN DIMENSION. CONTIN. SOFFIT/ EXT. PLYWOOD (^_J FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION JAPPLICATION • INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS f GAP TO PREVENT CAPILLARY CONNECT TO Pq ON ALL OPENINGS / �� ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND O INSTALL 4'0" O.C. f CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS �i 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL /�J �•L� ON ALL OPENINGS f �� KEEP ROOFING NAILS OUT W F•L•� O ^ � � OF FLASHING 2ND. FLOOR WALL '^ ROOFING LAPS BASE V J � FLASHING 4 INCHES RAFTER \ RIDGE CAP OF SAME wJ BASE FLASHING WRAPS CORNERS, \ EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING W / SIDES 4 INCHES AND LAPS I NAILED TO SHEATHING V SHINGLES AT BASE MIN, 4 INCHES THROUGH VENT WOOD JOIST (11���••���111 Wn TOP PLATE W GIRDER/HEADER SIDE WALL FLASHING WOOD JOIST 1ST. FLOOR WALL STARRING ATTACHED TO WALL STUDS®48"OC AND ALLL WINDOW/DOOR DOW/DOOR OPENING JACK STUDS METALSHMG AT ALL EAVES, LLS, WALL STUD O AND RAKES D EDGE PROVIDE HEMMED EDGES SO RAFTERS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND V {..^ INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - B" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH — I O V CONFORM TO SLOPE fir•• ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER TO PUTE AIR PASSAGE RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS q ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR ` PLATES TO EACF STUD �O W DBL. SILL PLATE I r�SUB FLOOR O V TERMITE SHIELD ��// SILL GASKETCONC. SLAB VWOOD JOISTS u • NE ^` I 2x6 /2x8 CONTINUOUS WOOD PLATE TYP. CONC. FOUNDATION /1 % I BOLTED TO STEEL BEAM WITH � 6 MIL. POLY , GASKET v DAMO EXTERIOR V • 1 6MIL POOLYLYONN GRANULAR FILL EXTERIOR \•� e I 1 y STEEL COLUMN 1/2 " DIA. BOLTS®48" ox. STAG. ,0 ^ - '� • r 1 t n `` 1 r^ d • � d e' � • � ( ROOF JACK �\� � STEEL BEAM e CONC. SLAB I •� ' ANCHOR BOLT EMBEDMENT: �•• ( �•� POURED CONCRETE: 7" ♦ 4" x 1/4" x 8" STEEL V COMPACT FILL :e BLOCK WALL: 15" ` ROOFING LAPS ` TOP AND BOTTOM PLATE FLASH D n KEYWAY FOOTING o • y • C•fl •• �! CONC. FTG. 'p ,C Q•p L e' IDES IAND NG ATOP WITH 1/2" x 6" ANCHOR BOLT rt USE 'MTH 3x3 SQUARE WASHERS `` 1/2" GROUT • � � .41 ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) % REINFORCING BAR I I 3" STEEL COLUMN ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT ( 10 KIPS) DRAIN TILE p 'SUPPORTING MAXIMUM SPACING FLASHING LAPS � i SILL PLATE TO FOUNDATION1 STORY 72' OC ROOFING AT BOTTOM (CRAWL SPACE OR FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36' OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATI N STEEL/ BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57' OC SI AB-ON-GRADE ROOF JACKS& VENTS DETAIL I f SUBFLOOR CONC. SLAB DOOR FRAME 6X6 10/10 WWM GARAGEJOIST COMPACT FILL 1 DOOR DRAWN BY: MH 1 I USE 2X8 STEEL BEAM ^` FOR BLOCKOUT •: 4' SLAB • P.T. PLATE W/ 6X6 WMM n SLOPE / �• _ 4"DRIVEWAY —�� NOTCH JOIST AND ADJUST HEIGHT 6/11/2019 1/2- AIR S ACE `�� < 1 • •• q 1 2" _ (WITH A NAILING PLATE IF NEEDED ' •Q�� AT END AND d• •p • • '• • TO BE APROX. 1/2" OR HIGHER THAN RA E ' a -a--'--v- -- • • ES OF WOOD `� O 's• e •• ••• STEEL BEAM TO ALLOW FOR SHRINKAGE • `.�� = BEAMS •• O • • • • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) t a a SCALE: SEE PLAN 'O �.•_ �' 6X6 W.W.M. �.•_ • =��1 d ,• e•• e••p _ 12 e e ° .• a a Q/)• ��NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM • • ` r—SUB FLOOR MIN. ::): : • l!'e �'e • •• _ w e d REINFORCING BAR •, NOTCH EQUALS 1/4 DEPTH OF BEAM a_° p.•-s • • II—II _ IST •O • REINFORCING BAR �._ • e (�� DRAIN TILE i� •• :• SHEET METAL / 30# FELT UNDER BEAM AT POINT • C )' • STEEL BEAM 12" - OF CONTACT WITH CONCRETE OR CONC. BLOCK ujn • 3• TED TO BEAM) SHEET N O: TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . •. SHIMS TO LEVEL BEAM � NF�'1/ REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. '3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT �P�C7 j• GCl\�0 BEAM POCKET P `f,� ° �0 Ell tie Ld Lr Xf ��FESS10 �� 11 L ee GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL M 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLINGy When a collar tie is used in leu of a ride strap,the number of 10d common nails required JOINT DESCRIPTION g P• q QTY. SPACING h i nails f Sd b d Design Services enumber onas n the strap. BUILDING HEIGHT (SEE PLANS) CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated RAFTER TO 8'WALL:3-Sd COMMON EACH 9 1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL TOTAL SQ.FT.OF CONSTRUCTION intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL:3-8d COMMON EACH (SEE PLANS) for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMO14 JOIST TOE-NAIL State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT www.mchdesignservices.com construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES phone: 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES (631)298-2250 60 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections In DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE email: should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE 10 nsefYices.com mchdesi michael accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL DESIGN LOAD CALCULATIONS ATTICS w/STORAGE 20 @ g 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: ROOMS(SLEEPING) 30 responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL STAIRS 40 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QN SPACING NOTES GAURDRAILS ANY DIRECTION 200 precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d CO PER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH 4-16d COMMO SEE CONSTRUCTION ANDWIND PATH CONNECTION /1 INTERSECTIONS EA.SIDE NAIL 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE Vol 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: NAILING SCHEDULE SEE GENERAL NOTE PAGE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD STUD TO 2-16d COMMON O.C. N IL SEE FLOOR PLANS AND WINDOW SCHEDULE 24" FACE EGRESS attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,andSym.: 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requiHEADER ALONG EDGES NAIL SMOKE&CO2 DETECTORS 16d COMMON rements specified CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. in table 3.15a-b. TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END TRUSS DESIGN N A-STANDARD STICK FRAME CONSTRUCTION O 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO- I FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to review tans,elevations,details and notes to length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 r P END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD V determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD Allowable arwall ll lengths provided in table nne shall be permitted to da increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 2j.All footings to reit on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE TO HEAVY MODERATE YES QTY. SPACING 20 PSF 130 B SEVERE 3 Fr, MODERATE SLIGHT TO 11 W 3).Provide 1/2"expansion joint material between concrete slabs and abutting f•.it concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-.8d COMMONJOIST NAIL O w Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: A ,� 4).Any new concrete walls being attached existing concrete structure shall with table 3. . pe steel connectors in accordance with table TO JOIST 2-8d COMMON O be installed with#5 re-bar,18"long at 12"o.c.. P4 5Window sill shall be havstl t ..Use approved epoxy for installation. SHEATHING LOCATION 3.5. END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE ) 5).Unless otherwise noted,all slabs on grade to be 2500 P.O..Concrete to be BLOCKING 2_gd COMMON EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES pouredon 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 Sd COMMON @ 6"O.C. SEE NOTES:1,3 to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE O 6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE 3-16d COMMO BLOCK NAIL INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1(BOTH FIELDS) NOTE:2 FOR PANEL FIELD _J 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3 w w 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL r , DECK AND COVERED PORCH NOTES: JOIST ON LEDGER PER TOE NOTES Z 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM 3-8d COMMON JOIST NAIL N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. �j� ^ BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. AN J ST 3-16d COMMO JOIST NAIL F�1 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. SILL OR TOP PLATE FOOT Fr-t FTI Girders on concrete piers shall be anchored with proper steel connectors anchored SEE NOTE:1 FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. r , O 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL v Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING g 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For v , O 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: En oug as Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE O 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES otherwise. g g JOINT DESCRIPTION NAIL NAIL Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING where needed. 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) O CIN V 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. GYPSUM 5d COOLERS 00 7" O.C.EDGE NOTE:2 FOR PANEL FIELD Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 Bd COMMON @ 12"O.C. SEE NOTE:3 openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall WALL SHEATHING: 7}.All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL and blocking where applicable. QTY. SPACINS THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 5).All flush beams headers to be installed with heavy duty galvinized hangers and PANELS 8dCOMMON 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall V J anchors where applicable to all connecting joists. PLUMBING NOTES WFCM-SBC be used. Q 7/16"OSB 6d COMMON 3"O.C.EDGE 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub 1).All water supply,drainage and venting to be installed aser N.Y.S.Residential PLYWOOD 6"O.C.FI_LD P 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOLERS 10"O.0.F ELD Q 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o, 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted(typical). FLOOR SHEATHING: 3).If wall studs,plates in joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8).Dormers running roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION QT SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS O.C.EDGE 3}.INSTALL 1-Co2 DETECTOR IN ADDlT10N TO SMOKE ALARMS PER FLOOR. 1"OR LESS 8d COMMOT6""O.C.FIELD9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES under all bearing walls. Section R602.8-FIREBLOCKING REQUIRED 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. and to form an effective fire barrier between stories,and between a top story and the roof space. 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as needed. THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 �/� CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).HVAC subcontractor to provide final nailed 6"on-center at the panel edge.If wall sheathirg feet.Batts or blankets of mineral or glass fiber shall be allowed as fiireblocking in walls constructed DR/"AWN BY: MH p system layout drawing and submit it to the General p g 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installedELECTRICAL NOTES: shear capacities,nailing requirements for structural over subfloor as per manufacture's instructions. members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 6/11/2019 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2)•When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. SCALE: SEE PLAN 3).All electrical work to comply with 2014 NEC, to be reduced sol-16d nail per foot. 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passag�f approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 SOIL COMPACTION: flame and products of combustion. torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN IL ORGANIC MATERIAL CONTRACTOR O) � / , SHEET N O. TO VERIFY E BE CLEAN O CONDITIONS PRIOR TO FILL. 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential C E If/ 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. COQ j. Del,IN be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. \, f� 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE: j t-' ' is.-1 ,. �• '� DENSITY(PER ASTM J 698 AND ASTM D 1557). COMPACT THE i- t '•'f .� -- C7 1' .. .ti }� _ SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY rr, ,.� A, U TESTED BYAPROFFESSIONALAGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. �QF• X10 PN, s V/d/ u ELECTRICAL M C H INSPECTION REQUIRED Design Services www.mchdesignservices.com phone: (631)298-2250 Blower door email: SITE DATA SCTM 1000-110-05-9 and ductwork michael@mchdesignservices.com LOCATION: AREA: LOT %: REMOVE: FILL: testing required. PROPERTY 12703.1 SQ. FT. 0.29 acres ESTIMATED DISTURBANCE 4400 SQ. FT. EXISTING HOUSE 1352.0 SQ, FT. 10.6% EXI5TING PORCH 32.5 SQ. FT. 0.3% PLUI.BING. , EXISTING DECK 320.0 SQ. FT. 2.5% ALt+LUMBING WASTE,� ', ' PROPOSED EAST ADDITION 492.6 SQ. FT. 3.7% 160 CU.YD. 40 CU.YDAWATER.LINES NEED . '1 lHG.j$EFORE COVERING M', PROPOSED WEST ADDITION 260.0 SQ. FT. 2.0% 50 CU.YD. 20 CU.YD. PROPOSED LANDING 24.5 SQ. FT. 0.2% 2 CU.YD. 1 CU.YD. 8'dia X 2'deep DRYWELL - - 6 CU.YD. 2 CU.YD. TOTAL 2481.6 SQ. FT. 19.3% 2118 CU. YD. 63 CU. YD. PLUMBER CERTIFICATION ON LEAD,CONTENT BEFORE N57041 '47" E 130. 790' AAGFTC AKIN Rr1I IAIIIG RV- QADDGT QOKIAr'r'T A 1/d AI\A/GGI I_ Dr CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLYSYSTEM CANNOT EXCEED 2110 OF 1% LEAD. V) DO NOT PROCEED WITH ` PAWNO'UNT1L SURVEY` OF t:�UNDATION'LOCATION O o HAS BEEN APPROVED. w M SILT FENCING �I C7 < Qt� O SILT FENCING EXISTING DECK „ I w W7�/M 18.4'%10. 0 o24.2' � \\\\ O 10.0�� -Q0 Uj O I O - o� Z W-4 c� _ - / D W Z '� r , O DW o PROPOSED/ v 16 EXISTING 1 STY. HOUSE / xi <'.' N 1 STY. / I rn PROPOS r / V ED �AODITION� NEW ADDITION: "F2I SF O J 100%RUNOFF C�2"�2AIN/HR Z �� Z I NEW ADDITION:260�F 1 STY c 82 CU.FT.REQUIRED DRYWELL ~ J I� Cn 100%RUNOFF C�2"RAIN/1 IR / INSTALL: Z O O Zc 44 CU.FT.REQUIRED DRYWELL A DDITION J S'dia.,2'deep p�YWELL I uw 00 V O Iw INSTALL: CAPACITY;94.5 CU.FT. O O /W� O H A,2'deep DRYWELL CAP —' N • �_ u CAPACITY:84.5 CU.FT. i • EXIST• CONCRETE W 4 V 29.3PORCH 114.3' �WASHOUT� i O O ' CONCRETE WASHOUT I EXISTING Q ASPHALT / DRIVEWAY solL \ C Swwos NG 2 �, � LOCATION ��/�R SUN Z \ / FR SUN I SOIL I w LOCATION ~ fh In L_ — J I � - - - - - - SILT FENCING- � — SILT FENCING i u Uj SITE PLAN J SCALE: 1" = 10'-0" H I I V) CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCE S 57°42 '00" W 123 .280' %5 0 U T H E R N C R 0 5 5 -P, 0 A ft D' DRAWN BY: MH 9/30/2019 SCALE: SEE PLAN o E,� r0 SHEET N O C� L Y W r- w MAY 2 0 2020 m z �Fp 0725a v AROFESS\OSP — — --- — — — _ — — — _ Design Services www.mchdesignservices.com - - - phone: TTy (631)298-2250 LO email: michael@mchdesignservices.com I L YF ill I I ITYJ41 i SOUTH ELEVATION SCALE: 1/4" = 1'-0" � A � W ° �- W -- - o -- - -- I � I Hill z Ill I HIM � V O WEST ELEVATION 111111111 HIMQ Q 0 SCALE: 1/4" = 1'-0" O 00 U - 111 IIYTII 11111 ill 11 1111 Ill D EAST ELEVATION SCALE: 1/4" = 1'-0" I HIM I I I PT4 I ±db I I I I I II IF I 1 11 r- - — in DRAWN BY: MH I I IN 11 11 1 Jt_r4T� I I I I n I I 1 � I Fqw�4�_41 1111 11 11 TTLY L_ I 1 11 9/30/2019 ,4 SCALE: SEE PLAN NORTH ELEVATION I I I TP I I I il I SCALE: 1/4" = 1'-0" �,� sL T SHEET NO: Nil &ar LLj : 0725 V AR�FESS�b�P M C H Design Services www.mchdesignservices.com phone: (631)298-2250 r- — — — — — — — — — — — — — — — — — — — email: michael@mchdesignservices.com I I I I I I I I I I 241-2V211 8"THICKCONCRETE r I 13'-63/" 71-0" 3,_73/„ (ALT.6X6 ACQ) Z HORIZONTAL PROJECTION Oe DECK) #5REBAR I EXISTING DECK I 61- @12-OC � I Ilo611 6„ 77 Lj w V I I a_• 2X8ACQ___ a_• zI ,CUT BACK DECK I 00 12"dia PIER I - REMOVABLE STEEL GRATE min.6"DEEP 8"THICK CONCRETE 4"min. GRAVEL � AS REQUIRED i Q� 3'BELOW i � (ALT.6X6 ACQ) 3-6T7. '7i--7 fi` ii' RUNGS I I X r- GRADE N min.3" -0-_ ;y !,<�ia;,'•,e',gid #S REBAR PROJECTION / ____________________________________�___N -_-_________-- 12 Z ® 44"max v �7 c �. "ADJUST FOR LARGER WINDOWS F (OR LADDER EGRESS WINDOW -+ - < (PER CODE) 101-011 - i a (WINDOW SHALL BE ABLE TO O a .-- o°_-d -__D-________p,__a _D_a________--_4 <__D_4________--o a_-_D_- I OPEN FULLY) j C) 1 1 00 D s I ' (M 4 2X8 DF#2 e16"OC N I , 1 n D DRAIN WINDOW WELLS TO BE COVERED WITH STEEL GRATE. COVERS SHALL BE REMOVABLE FROM INSIDE WITHOUT - 'µ ° o° A D d ° d `4- USE ' min.6"DEEP GRA • ° < USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. "v -o y'I J-'= 4 �,.1.'�r,:- VEL" tom,^ ,. - I I WINDOW �J(IELL DETAIL BOTTOM OF SILL OF EGESS FINISHED FLOOR HEIGHT. 44"max ESS WINDOWS SHALL BE NO @ ADS DRAIN PIPE �� I I #4 REBAR 12"OC EX.WDW 1 MORE THAN 44INCHE5 . D'e AND AT FTG. #4 REBAR @12"OC D W ' NTS LADDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER THAN 44 INCHES AND SHALL PROJECT NO MORE THAN I , I AND AT FTG. f,INCHES INTO THE WELL.LADDER TO BE PERMANENTLY ° " 4 FIXEDOR WALL OF WELL,AND HAVE A RUNG SPACE e' O NO MORE THAN 18 INCHES VERTICALLY FOR FULL HEIGHT O, OF WELL. WINDOW WELL INSIDE CLEARANCE SHALL BE MINIMUM OF ' D D 36"X 36"AND SHALL BE ADJUSTED IN SIZE FOR LARGER Y .• A' CO DBL.2X8 DF#2 na 16"OC OPENINGS AS REQUIRED. _ i a i i p i � a LL N I 4 1 CO _1 I C I (� N r CUT DOWN EXISTING WALL X 1 TO BELOW SLAB M REMOVE EXISTING WINDOW a REPLACE WITH DOOR I v l H W 18'-5'/" O i 4"CONC.SLAB, REINFORCED INSTALL NEW LALLY COLUMN w/6X6 10/10 WELDED WIRE UNDER POSTABOVE(VERIFY ' CAI g O _ FABRIC OVER 2"(MIN)SAND _______ DIMENSIONS IN FIELD).COLUMN-, ztz O [� O a ON 6"GRAVEL TO HAVE 2'X2'X1`FOOTING ' I --------i --------i 'F- NEEEEE-------- a===�______________=== NEW M !w "' •---�I� .. .� W - ----- ----- -- EX. (3)2X8 GIRDER ; EX.(3)2X8 GIRDER EX.(3)2X8 GIRDER BASEMENT EX. GARAGE -----; I I--------; MATCH TEXISTING (VERIFY w 3'min OWNERS Zj7 P4 W v FOR 8'DEEP(ADD I p I DUTCHWALL(TYP)) I--r a SLOPE TOP OF SLAB TO U D WINDOW WELL W OVERHEAD DOOR(S) x FOR DRAINAGE, 1/8" OO EX. BASEMENT U [� x Co °a 1 -' LL X (2)1-3/4X11-7/8 ML UPSET BEAM N - --------------� .o•d, I O O 2X6 ACQ COPPER COATE TERMITE SHIELD SILL PLATE -OVER- '—#5 REBAR #4 REBAR @12"OC SILLSEA00 O rV�, 5l8"dia.ANCHOR BOLT o GRADE TO SLOPE a NOTCH 2"DOWN AT DOOR OPENINGS. AND AT FTG. I D , w/3X3 SQUARE WA HE AWAY FROM BLDG. o #5 VERTICLE REBARTO BE INSTALLED AND NUT(TYPICAL) a I— 4 AT WALL @ 16"OC, INTO SLAB AND #4 REBAR @12"OC o u^ ° -------------DOOR APRON- _- AND AT FTG. a - DBL. 1-314X7-1/4 ML na 16"OC i V) -------------------------------------- UNDER BATH -- 10'-011 D' - Q I 0 0 ° C) ,0 °C r ° I 8"PC WALLCLEAN - I I FILL— 21_6,/1, 91-311 4 2 ------------------ ------------------- a ° I , —BITUMINOUS a ° ---------------------- - ----------------- COATING I— 14'-31/2" 1/2"EXPANSION JOIN2X4 KEYWAY FOUNDATION PLAN 4"CONC.SLAB o SCALE: 1/4" = V-0" #5 REBAR —COMPACTED CLEAN FILL_ _I — 16" I — FOUNDATION DETAIL 1). 8" THICK POURED CONCRETE FOUNDATION, 3000 psi. HEIGHT AT 7'-0". EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED AS PER N.Y.S. RESIDENTIAL CODE WITH A BITUMINOUS COATING. 2). FOUNDATION TO HAVE 16"X8" CONCRETE (2X4) KEYWAY IN FOOTING. FOOTINGS TO HAVE 2 - #5 CONTINUOUS RE-BAR. ALL FOOTINGS TO REST ON UNDISTURBED SOIL (MINIMUM 3000# CAPACITY). 3). FOUNDATION SLAB TO BE 4" THICK, 3000psi CONCRETE ON COMPACTED FILL. INSTALL 1/2" EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING DRAWN BY: MH WALLS. 4). PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED. SILL PLATES 9/30/2019 TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS SILL GASKET. - SCALE: SEE PLAN �uF .NL j 5). PROVIDE 5/8" DIA. ANCHOR BOLTS AT 6'-0" O.C. AND W/I 1'-0" OF CORNERS, ,Q� DE INTERSECTIONS AND SPLICED JOINTS. ANCHOR BOLTS TO HAVE A s �tc� SHEET N O MINIMUM 7" IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO r* -, mRo°` � w BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. m _ 2 r� 6). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE. PROVIDE ��O o72s 2 �� BLOCKING AT 8'-0" O.C. (MAX.)AND MIDSPAN. AR�FES ,ONP� M C H ----------------------------------------------------------------------- I I Desi9 n Services I I I I I I I I I I www.mchdesignservices.com phone: (631)298-2250 I I I I I I I I email: michael@mchdesignservices.com I I I I 24'-2%" I , ---------------------- I I I I I I 1 i I , i I I I I EXISTING DECK -------------------- I I I I I I I I I I I I I - I TW2842-2 FWG60611R I :2)1-3/4X7-1/4 ML HDR (2)1-3/4X7-1/4 ML HDR 24'-0%" lo I , m UE OR , " w BAT8D) 9'-7Yz" 13 -8�zTW3052-2 FWG60611L M 0 (2)7-1/4 ML HDR (2)7-1/4 ML HDR 2X8 DF#2 CJ @16"OC 2X8 DF#2 C1 @ 6"OC LL (2)1-3/4X9-1/2 ML w/1/2"STEEL (2)11-3/4X9-1/2 ML w/I,'-2"7T—EEL r U (REPLACE EX.OPENING) (REPLACE EX.OPENING) C' o O w _ M EX. KITCHEN ALTERED (I c ~ _ EXIST. SITTING /TV ROOM N ^ BATH FORMER BEDROOM LL ----- 00 O O p 00 C EX. DINING ROOM 0 MASTER 3EDROOM � m 0 C X INSTALL 30X60 N 2 o r , PULL(DOWN , ,I , „ 00 v STAIR 3 -5 51-011 5 -3% N a ------------- 4X11- �9 z LAI — — — (2) 7/8 w '?" REMOVE EXISTING BEAM-REPLACE WITH(3)1-3/4X20 ML(UPSET) (2)1-3/4X18 ML UPSET BEAM (2)2X8 HDR (2)2X8 HDR i �jj .� ^ - - - - _ - - - - - _ - - - _ — Li L N CP O M X EXISTING GARAGE 00 ~w O ' Ln 4'-7%" 4'-7%211 I N � W.I.C. � � � K LL p OQ 1 00 N WALL LEGEND 1� ---------------------------, --------------------------, w/DN . ..� V EXISTING LIVINGROOM M N ------------ w -, WALL TO BE REMOVED W EXISTING BEDROOM (2)2X8HDR 31-011 r EXISTING WALL I - O O i NEW WALL EQ. NOTE: r , EQ. ' ' ' uO DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL �1 V ' - [INT.:2X4=4-1/2",2X6=6-1/2",EXT:2X4=4-",2X6=6"j O (2)9-1/2 ML HDR i � , 5'-0" 51011 DIMENSIONS OF NEW WALLS ARE FROM STUDS O MASTER BATH � (� # [EXT./INT:2X4=3-1/2",2X6=5-1/2"j 00 9'0" o Q10 Q1 00 ' " - N MIROCF36632 10-0 EXISTING FREE S�aNDING ® TUB PORCH REQ. CODE o o (2)7-1/4 ML HDR Q RELOCATE FROM DINING RM ------------------- 14'-3%2" Q ------------------- PROPOSED FLOOR PLAN SCALE: 1/4" = 1'-0" 1). USE 3/4" T&G ADVANTECH ENGINEERED SUBFLOORING, INSTALLED WITH 7). ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 2). PLATE HEIGHT TO MATCH EXISTING, 8'-0" (VIF). 8). ATTIC ACCESS / STAIRS LOCATION TO BE VERIFIED IN FIELD WITH OWNER. ATTIC STAIR (OR ACCESS OPENING) TO BE MIN. 30" WIDE, 3). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16" O.C.. 250# CAPACITY. DRAWN BY: MH 4). EXTERIOR SHEATHING TO BE 1/2" THICK FIR CDX PLYWOOD. 9). INSULATATION UNLESS OTHERWISE NOTED: CEILING / ROOF: R21, EXT. WALLS: R13, FLOOR: R21 9/30/2019 5). PROVIDE 3 - 2X8 DF#2 HEADERS OVERALL BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. ALL OPENINGS OVER 3 FT. TO HAVE 2 JACK 10). ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2" SHEETROCK. SCALE: SEE PLAN STUDS ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT SIDE FOR MICROLAM HEADERS. SHEETROCK. USE DUROCK CEMENT BOARD AT SHOWER / BATH TILE AREAS. 6). INSTALL FIRE BLOCKING, FIRE COLLARS, CAULKING, etc IN CEILINGS SHEET NO: (MAX. 10' OC)AND INTERSECTING WALLS, LOAD-BEARING WALLS, 11). INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. ,r,P� �. D EFS FRAMED CHIMNEY/ DUCT CHASES, VENTS, PIPE PENETRATIONS, etc. PER CODE. t ' k F i 2 N�4A 072502 ROFESSIO I I ■. u M C H Design Services www.mchdesignservices.com phone: (631)298-2250 email: michael@mchdesignservices.com ------------------------------------------------------------------------, I •---------------------------- r -• -------------- 1I IIIII IIIII II1II ----------------------------------------- 12---- -----------------------------------2 -------------- 2X8 RRD16"OC , ---- - - - - - � , I II II II II 11 I I I I I I I I I I I I I O I 1 1 I I - ---- ' ' 1 1 ___ 2X8 RR cD16"OC II II Ir -------- II II � II � II 11 II II ' I I I I I I I w ' I I 11 I 12 I I I I 00 I I 11 1 I I I I I I I ___ ___ ___ ___ __ I 4 � I 1 1 1 1 V 12 1 U I MATCHI II HOUSE ' II II II 4 !L I I I I 1 I I MATCH 0 1 HOUSE X ----------------------- ---------------------------- ------------- � � II I I I II II 1 II II � O I II II II II I II 1 � W O I I I I I I I I I --- ---- ---- --- ---------- _ --- ---- ---- ---, ----------- 2X10 RIDGE ' I I I II•T� PT/' Z I I I II II , II II 11 II II � V 1 I I I I C• I I , I I I I 1 1 I I I I � I I I 1 I I I I I I 11 11 1 1 r I I I 1 1 I I I I I I 11 II II L jI I ` jL ____________I ` jl W ------------ ---__________ __ , ------- I I I I I /w` 1 1 I 1 I I I v \ 1 1 N 1 1 I I I I I I I I I I I 1 � V I I I I I I I I I � � � ________ _____.I I _-■_ O II I II I II II 12 II I I 1 1 I I I I I N I I I I I I I I `-------------------------- , --- --- --- --- --- --- --- --- --- --- ----------------- --- --- --- --- --- --- --- --- -1 I------- ------� '�-I --; ' --- --- ---------------- 4 �MATCH 0 -------------------------------- - ----- --- - ---------------------------------------- - II III I�V � O V HOUSE N 00 N-TT I I I I 1 1 I I T-1- I I I I I I 1 1 I I I I I I I I 1 1 i t I I 1 1 I I ROOF PLAN SCALE: 1/4" = 1'-0" 1). INSTALL 2X6 DF#2 COLLAR TIES AT 48" O.C. OR AS SHOWN ON PLANS. 8). DO NOT INSTALL UNDERLAYMENT ON WET/ DAMP PLYWOODM SHEATHING 2). ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2" DIA. MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. WORK DAY. COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS COMPLETE. 3). INSTALL FIRE BLOCKING, FIRE COLLARS, CAULKING, etc IN CEILINGS (MAX. 10' OC)AND INTERSECTING WALLS, LOAD-BEARING WALLS, 9). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. FRAMED CHIMNEY/ DUCT CHASES, VENTS, PIPE PENETRATIONS, etc. USE GALVANIZED (ZINC COATED) ROOFING NAILS, 11 - 12 GAUGE WITH AT PER CODE. LEAST 3/8" DIA. HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE. NAILS TO BE FLUSH WITH SHINGLES BUT NOT 4). APPLY 1/2" THICK FIR CDX SHEATHING OVER ROOF FRAME. CUTTING INTO SHINGLE SURFACE. 5). APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND 10). VENT ALL ATTICS (INCLUDING PORCHES)AS REQUIRED. USE COR-A-VENT S-400 DIRECTLY TO THE DECK ALONG EAVES. AT SOFFITS, COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS, CAF COBRA RIDGE VENT AT RIDGES, AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. DRAWN BY: MH 6). USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING. IN AREAS W/ CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO 4:12 OR LESS ROOF PITCH USE ICE & WATER BARRIER UNDERLAYMENT. CONCEAL VENT. 9/30/2019 7). ICE & WATER BARRIER TO BE USED IN ALL VALLIES, RIDGES, INTERSECTIONS 11). GUTTERS, DOWNSPOUTS, DRYWELLS TO BE INSTALLED / REPLACED AS REQUIRED. WITH ROOF AND SIDE WALLS (TYPICAL)AND 4' PERMITER. SCALE: SEE PLAN 12). MATCH EXISTING SOFFITS. CO �0 SHEET NO: Lu 0725 2 0725 2 �nFESS ONA i I _ A M C H Design Services 2" 2• rl I" n www.mchdesignservices.com iI II 1 I phone: I (631) 298-2250 FASTENER TYPE: SPACING: No.B DOD-SC i i 1 I email: BASED ANCHOR WITH 16-OC michael@mchd esi9 nservices.com 21n.EMBEDMENT LENGTH / 1 No.E10 WOOD-SCREW,BASD ANCHOR WITH 16"O< 2M.EMBEDMENT LEM. 1/411.fila.UGSCREW I I BASED ANCHOR W[TH 16"OC I I An.EMBEDMENT LENITI I I I I 1 11 I I I • — ° • I` I`\ HI"APA PLYWOOD l� 3 I AIA I 1 \ ' SHEATHING RIDGE " i ( I GRADE PLYWOODI 11 r 2X10 RIDGE i I I I I i (ALTERNATIWVE.7/16.O.S.B.) i / , I I I / /J I 1/2"APA RATED SHEATHING 1 1 ' GRADE PLYWOOD I ' I o ' / 1 I 2X12 LAYOVER 1 J ( (ALTERNATMVE:7/ifi"OS.B.) f I j 12 16„OC 2k8RR VALLEY ATE 4 2XaRFt@ 1@0020) I6%C 2X8 RR @16"OC FASTENER TYPE. SPACING: 2%4 DFp1 No.B W000-SCREW ( 1 , ( 1 STUDS ( ) / I / ( / / BASED ANCHOR WITH 10"OC I I ®/ 1 I I WINDOW SILL 21n.EMBEDMENT LENGTH I I ' I /� I I \° I • ' I ML UPSET TYPICAL WINDOW OPENING No.10 WOOD-SCREWS BASED ANCHOR WITH 12”OC I 1 1 I I 1 1 2X8 CJ @ 16"OC 2X8 CJ @ 16"OC PANEL SPAN EQUAL OR SMALLER 2m.EMBEDMENT LENGTH THAN 4 FEET f I I I I I I I I I I I I 1/Z1ISTEEL V B0.5ED ANCHOSR�WETH 16"OC I I 2In.EMBEDMENT LENGT7 _ _ f f f (2)9-1/2 ML w/ TYPICAL DOOR OPENING ° PANEL SPAN GREATER THAN 4FEET MULTIPLEPLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: ETH R IAESS TEENo.B AND EQUAL OR SMALLER TOGWTSTAINLSL BASED WEW ITH B.OC THAN 6 FEET OR GA VIN ZED BOLTS W/WASHERS 21n.EMBEDMENT LENGTH AND NUTS 0 2'-0'O.C. No.1D WOOD-SCREWS TYPICAL MULTIPLE OPENINGS 2BA 1sEOn. ANCHORWITH B°oc _ 21 O PANEL SPAN GREATER THAN 6 FEET EMBEDMENT LENGTH AND EQUAL OR SMALLER Bm.aa.LAGSCREW Q BASED ANCHOR WITH 16"OC Bo THAN 8 FEET 21n.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. 1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL — CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. — — — 411 SUBFLOOR U 5/4 DECKING ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. 2X8@ 16"OC HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 4b DBL 7-1/4 ML @16"OC DBL 2X8 @16"OC , (2)2X8 'A (2)11-7/8 ML 2X6 SILL PLATE �A GIRDER •: O --- UPSET TERMITE SHIELD SILL SEAL 12"dia. O CONC. ' PIER 8"PC FOOTINGA At a; REScheck Software Version 4-6.4DAMPPROOF .AL a 4NCo b� W A Certificate - - — 4"CONC.SLAB 1 ■ A. o 16'X8"FTG (2)#SREBAR Project CROSS SECTION A w Energy Code: 2015 IECC SCALE: 1/4" = 1'-0" U ,� Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition � o Climate Zone: 4 (5572 HDD) t ^ U � x Permit Date: `+ I Permit Number: (� z Construction Site: Owner/Agent: Designer/Contractor: E"I SCHUMACHER RESIDENCE OOO 980 SOUTHERN CROSS ROAD O CUTCHOGUE, NY A � . . Compliance: 3.6% Better Than Code Maximum UA: 84 Your UA: 81 Maximum SHGC: 0.40 Your SHGC: 0.28 Q The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Q 3 03 Envelope Assemblies 11/4 11/4 1 1/2 1 1/4 1 1/4 1 1/4 1 1/2 1 1/4 11/4 1 1/4 1114 r 1► 1 SINK AV. LAV. AV. AV. _.... -.._...___. _.�.__._._..___._....._......_._�__......_....�.._____.-._..______ ._........-- ...._-_. ..__-...___.-.- ..--_- ._ ...__..._..._._._ _..�._.._._._ -. - .-_... ...J D.W. W.M. 13" Floor 1: All-Wood JoistfTruss:Over Unconditioned Space 393 0.0 21.0 0.040 16 BAH sHo ER BAH F.A.I. Wall 1: Wood Frame, 16" o.c. 474 0.0 13.0 0.057 22 2 1/2 Window 1: Metal Frame:Double Pane with Low-E 51 0.300 15 C.O. 3 2 1 1/4 1 1/4 1 C.O. 2 611/4 2 ()11/4 SHGC: 0.31 3 I C.O. 3 3 C.O. Door 1: Glass 42 0.270 11 3 3 SHGC: 0.25 Ceiling 1: Flat Ceiling or Scissor Truss 393 0.0 21.0 0.044 17 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other 4 calculations submitted with the permit application. The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. SLOPE" 1/4" PER FOOT PITCH TO DRAIN TOAPROVED 4"C.I. SEPTIC SYSTEM Name -Title Signature Date TRAP HOUSE DRAWN BY: MH 9/30/2019 SCALE: SEE PLAN O N I� . DE O * co P SHEET NO: Project Title: Report date: 06/11/19 Data filename: C:\Users\handl\Documents\REScheck\SCHU MACH ER.rck Page 1 of 1 0 w O 072502 4) 072 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. M C H Design Services KING STUDS • www.mchdesignservices.com • ENDWALL CRIPPLE STUD RAFTER WALL STUD phone:31 o • • 631 298-2250 BOTTOM PLATE o RIDGE LEDGER BATHTUB email: ° HEADER I michael@mchdesignservices.com DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTICN APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1 4"x12" 20 a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4"x24" 20 a. STRAP APPLY OVER RIDGE TO EACH RAFTER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH / g / g 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC WALL STUD NI THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) ' WALL SHEATHING RAFTERSAOF NTAIN I TILATIONSIDEWALL FLASHINGWOOD JOIST BLOCKING FOUNDATION TOP PLATE 2x4 LEDGERBLOCKINGFINISH WALL AND MOISTURESTAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER TO LAP FLASHING I 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITFASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATINGFLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUDNOT LESS THAN 1/150 OF THE GUTTER INSTALL 4'0" O.C. � THE SPACE VENTILATED. ALL OWOOD GIRDER O ` SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tCONTIN. SOFFIT / EXT. PLYWOODON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. �..�.� FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE r , i AND SO AS TO MAINTAIN AIR v B" - 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS ACTION 4' - 6' RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. , CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS �� 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL A ON ALL OPENINGSV , KEEP ROOFING NAILS OUT OF FLASHING O O 2ND. FLOOR WALL / � �� / f� LIfROOFING LAPS BASE r/1 ^ � FLASHING 4 INCHES RAFTER / \ W cn BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME P4 0 W EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFINGwJ SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT U WOOD JOIST Zj W TOP PLATE w SIDE WALL FLASHING GIRDER/HEADER __��.•V// � O 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST t ^ AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO �I O V AS TO FORM DRAINAGE CHANNELS AND RAFTERS Fool INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION (f) 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" '••J / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH U ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. 00 RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE Q1 CONFORM TO SLOPE 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS �•� ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD � SUB FLOOR Q SILL GASKET - I — WOOD JOISTS r CONC. SLAB GAOSKETNE - - ^` i 2x6 /2x8 CONTINUOUS WOOD PLATE TYP. CONC. FOUNDATION ( A 6 MIL. POLY V ` DAMPPROOF EXTERIOR ° I BOLTED TO STEEL BEAM WITH EMIL POLY ON EXTERIOR \� GRANULAR FILL \ 7 ° V STEEL COLUMN I p I 1/2 " DIA. BOLTS 0 48" ox. STAG. ` I p A ROOF JACK CONC. SLAB I p - ° ° 1\� �� STEEL BEAM v V ANCHOR BOLT EMBEDMENT: // I i r° POURED CONCRETE: 7" db d1b I 4" x 1/4" x 8" STEEL COMPACT FILL ° % �, :D r B LOC K WALL: 15" ROOFING LAPS �� TOP AND BOTTOM PLATE KEYWAY FOOTING v `1 V ° ^ '614 FLASHING AT WITH 1/2" x 6" ANCHOR BOLT �1. 4 ,� CONC. FTG. 'p 'p G o' USE WITH 3x3 SIDES AND TOP SQUARE WASHERS � 1/2" GROUT 0 ° 1 O ANCHOR BOLT CONNECTION (USP LBP558 OR BP583) / 0 ^ � 3" STEEL COLUMN p REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT DRAIN TILE p ANCHOR BOLT CONNECTION - SUPPORTING MAXIMUM SPACING FLASHING LAPS i i ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL WHERE NEED TYPICAL CONC.NEEDED FOR STRUCTURAL BRACING.FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING WALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE r1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL SUB FLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL I DOOR USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB d P.T. PLATE W/ 6X6 WMM M SLOPE ' 1/2" AIR SPACE �� e ° 4"DRIVEWAY —�►. NOTCH JOIST AND ADJUST HEIGHT AT END AND �c '7 1 �" p ° a ea ° TOWITH A BE PROX.NAILING2" ATE IF OR HIGHERTHANDRAWN BY: MH ° ,,�c•p ES OF WOOD - .0 STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE n �"- -cr - - - -cr - - - -. ° ° ° �, �,,�� BEAMS I � ° D v ° D • (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) a > 'e _ a _ -IT1=m= e a e ° . _ I _ 9/30/2019 6X6 W.W.M. •° ; ° �• ° _STI c D 'o I = — _ _ MIN. n'D 'C' ° D ^ �'p �'p �'r ° ° NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM - I ' p p O n^ II—�I —SUB FLOOR •° n REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM 1111 ° D a ,°sC D° III11 JOIST SCALE: SEE PLAN REINFORCING BAR e ° _ , c DRAIN TILE If ►I p e° SHEET METAL / 30# FELT UNDER BEAM AT POINT I ' aL\'A OO ° I STEEL BEAM 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK LLiTi—iTi_ITi_IT ITi—TTi_il� 0 NEi1/ o 3" PLATE (BOLTED TO BEA TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. .A n SHIMS TO LEVEL BEAM r P DEER O�,� SHEET NO: REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR 'HOOD BEAMtP GARAGE DOOR BLOC KOUT BEAM POCKET Lu \;O07250 - A , f?0PESS\O�"P WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: M C H ,GE ',NERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL Design Services 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL www.mchdesignservices.com 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) phone: intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL (631)298-2250 for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST State buildingcodes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall to late and the wall to late shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT email: p p g p p p p michael@mchdesignservices.com construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square q washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING (DESIGNED FOR CAT.C) EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE E 2 - 16d COMMONPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE P PP STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and HEADER TO 16" O.C. FACE FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER 16d COMMON ALONG EDGES NAIL SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: O FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER 10ESHIELD W determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD r , 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS v Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION QTY. SPACING 2.4.4.2 and 2.2.4 respectively. NOTES 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting P y. JOIST TO: PER TOE TO HEAVY MODERATE ^/ concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER 4 - 8d CZ COMMON JOIST NAIL A w P4Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: O w FSI 0 C) 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAILSHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE W C/1 2 - 8d COMMON 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 „�J O w poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 B (••L� BLOCKING TO: EACH TOE ( BOTH FIELDS) I to be minimum 3-1,/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD Z 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL � V along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 'Z w 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAILPq 8x16 cast iron foundation vent for every 150 sq. ft. of area. P4 DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. U w O N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END 1). For roof sheathing within 4 feet of the perimeter edge of t ^ the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMO JOIST NAIL the roof, including 4 feet on each side of the roof peak, �/ ) E--r � () BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Z O 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 V Girders on concrete piers shall be anchored with proper steel connectors anchored F H ATH IN 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. C:) (, FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 3). Posts supporting girders shall be anchored to a 12"x12"x12" 1). All framing techniques and methods as prescriptive design of current SBC High Wind thick concrete footing. JOINT DESCRIPTION NAIL NAIL OSPACING Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM- SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. Q CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES g P 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL Q otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS) 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d COOLERS 7 where needed. 11 O.C. EDGE 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD 6). Concrete piers shall be a minimum Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6 above grade. WALLBOARD 101 O.0 . FIELD INTERIOR ZONE 18d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. SEE NOTE: 3 openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON' AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC PLUMBING NOTESe used. anchors where applicable to all connecting joists. „ 7/16 OSB 3 O.C.OCEDGE 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with 5d COOLERS Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM WALLBOARD 71„ O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. 10O.C . FIELD" 3 . For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r 2)• Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g, g P other access openings unless otherwise noted (typical). FLOOR SHEATHING: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1). PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Y QTY. SPACING tate dd f 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. sae coe anmanuacture s recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 1" OR LESS 12" O.C. FIELD 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES 8d COMMON NOTES:� as required by current NYS Residential Code-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. ) y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding equipment supplier. p g 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed /� CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. DRAWN BY: MH 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, ii9 ELECTRICAL NOTES: 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. 9/30/281shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. such as shear plates, shall be used to maintain load path. DENSITY PER ASTM D 698 AND ASTM D 1557 SCALE: SEE PLAN 1). All electrical to be installed as per N.Y.S. Residential Construction Code. ( ). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of g 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. C1� .;E to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. ��, y 3). All electrical work to comply with 2014 NEC. DEEO SHEET NO: 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or Ov R '�,� approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. _ ?� LL"m�-� w i w 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to =.l be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 02502 'LOPESSION A� 7