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HomeMy WebLinkAbout44571-Z �o�Og�FFOt Town of Southold 9/30/2023 P.O.Box 1179 o • 53095 Main Rd ¢ Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44625 Date: 9/30/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 125 Bow Rd., Southold SCTM#: 473889 Sec/Block/Lot: .87.-2-33 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/21/2017 pursuant to which Building Permit No. 44571 dated 1/3/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including entry stoops,finished basement and screened porch,to existing single familX dwelling as applied for per ZBA#7027, dated 3/16/2017. The certificate is issued to Murnane,John&Theresa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41923 10/31/2018 PLUMBERS CERTIFICATION DATED 10/30/2020 Jo urnane Au o 'zed kkature J TOWN OF SOUTHOLD �o�gOFFQ�,�coG BUILDING DEPARTMENT 4' o TOWN CLERK'S OFFICE y �, 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 #: 44571 Date: 1/3/2020 Permission is hereby granted to: Murnane, John 1413 Terrace Blvd New Hyde Park, NY 11040 To: Make additions and alterations to an existing single family dwelling as applied for per ZBA approval. Replaces BP#41923 At premises located at: 125 Bow Rd., Southold SCTM # 473889 Sec/Block/Lot# 87.-2-33 Pursuant to application dated 1/3/2020 and approved by the Building Inspector. To expire on 7/4/2021. Fees: PERMIT RENEWAL $282.60 Total: $282.60 i Building Inspector TOWN OF SOUTHOLD �SaFFot��o BUILDING DEPARTMENT x TOWN CLERK'S OFFICE oy • ©� �" 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#: 41923 Date: 8/28/2017 Permission is hereby granted to: Murnane, John 1413 Terrace Blvd New Hyde Park, NY 11040 To: make additions and alterations to an existing single family dwelling as applied for per ZBA approval. At premises located at: 125 Bow Rd, Southold SCTM # 473889 Sec/Block/Lot# 87.-2-33 Pursuant to application dated 8/21/2017 and approved by the Building Inspector. To expire on 2/27/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $515.20 CO -ADDITION TO DWELLING $50.00 Total: $565.20 uildi g Ins'pe or 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$15.00 Date. New Construction: X Old or Pre-existing Building: (check one) Location of Property: ;,? !-2 60W '?P42 50c) (.12 House No. Street Hamlet Owner or Owners of Property: 1014N Suffolk County Tax Map No 1000,Section Z Block 2 Lot _ Subdivision Filed Map. _Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check Fee Submitted:$ Applicant i ture �. SOUlyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q �. • �o roper.riche rtCaD-town.Southold.ny.us Southold,NY 11971-0959 �yCOUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: John Murnane Address: 125 Bow Rd City: Southold St: New York Zip: 11971 Building Permit#: 41923 Section: 87 Block: 2 Lot: 33 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RKS ELECTRIC License No: 3021-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Surrey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 59 Ceiling Fixtures 17 HID Fixtures Service 3 ph Hot Water elec GFCI Recpt 17 Wall Fixtures 4 Smoke Detectors 2 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 46 CO Detectors Sub Panel A/C Blower 8 Range Recpt Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 34 Twist Lock Exit Fixtures TVSS - Other Equipment: 4-combination smoke / co detectors, 1-wirlpool bath, 3-bath fans, 5-paddle fans, electric oven,electric cook top,8-ARC Fault circuit breakers Notes: Inspector Signature: Date: October 31 2018 81-Cert Electrical Compliance Form.xls o��of sa�ryo//-- h `o Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road Fax(631)765=9502 P.O.Box 1179 southold,NY 11971-0959 ` i _ (' i i r BUH-DING DEPARTMENT _ N O V = 4 2020` TOWN OF SOUTHOLD CERTIFICATION Date: a 3 IC, �2 Building Permit No.2p Owner: (Please print) Plumber: ' (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%° pp Y Y - luirihep'. ignature), �s. .tvo '•.� ter._ ni�to?befoce,me• .. . _ . . .. _ . ~-3?- -- - - :e r 0 - 0" ; f - lt) U E:1 trQ les !f�' za'. -Nofa. .FCiiblic'Stafe:o tcta-lj.�.' - :7._ ,.N',.:tet:. - - -•L':":: _ - — - :Qualitiedt'rrNass (' i autoiin a ri ' j•x3'' '.GOIT11Yi SS 0 i:c, '' . P. _ I i hl ExpVes 12/301202'! ~ ', No - ;I'ii Gaunt % :i 1, ,tJ-•' 'f ; ,.�. - .ems- :pi't: �r�.:±''�•� -9 _ - - r �yi�fl� .k•.: �`•r� - ':'S'—:moi' '3r'l:'}'. �r° - - "�'. �it•3�T• ,,-;a,.K;P�'�.1{a�,_;",..{Yrt,'I.4`.a_J.'!_�s',�:':'`�`, - - *o•' :t:♦x:, Ser .h 1" �d"`'Fira '`�•+ ;rS;•e.-:-' � "y•'"._•�.(t",M✓' - �,� �:n',��. � ..i4yA!' �'.".•4�"h�k� '�=i�..,.:", =�`Vii::•, - ' by J,N,7�Pi' I SOUT,yolo OOUN�'l,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REM_ ARKS:Srw 3' is re.,(4 4v /�j l4ru DATE INSPECTOR OF 50UTyolo * # TOWN OF SOUTHOLD BUILDING DEPT. `ycouff 765-1802 f I�z `t INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. c4 2� [ ] FOUNDATION 2ND [ ] INSULATION t�f G [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE l� INSPECTOR ' SO(11,�°� TOWN OF SOUTHOLD BUILDING DEPT. coorm,��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [VfeROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: u a-wee. Olo 0.7 �8 LO . DATE INSPECTOR OF SOU C� oy�0 lho * # TOWN OF SOUTHOLD BUILDING DEPT. `ycouHr+��' 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ GH PLBG. [ ] FOUNDATION 2ND [` INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAUL ING C-104 ?4 4vcv REMARKS: 3Lr1�',� � cDw / e lel ;64-,; WN o s DATE INSPECTOR i pF SOGjyo� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� 3� l INSPECTOR'S' f f TOWN OF SOUTHOLD BUILDING DEPT. = �ycouNn `' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ j ROUGH PLBG. [ ] FOUNDATION-2ND [ ] I ftULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] ' FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: M04L C A o O-4k -1 ��'A A��f Ve W&, G,% � � ✓ awe � r� r' �� . _ DATE C INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. `�conm 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IISULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE &'CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [. ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Wy/loviir y I 0� awAd V6 M r46 _ 1S� DATE ?o Y0 INSPECTOR ARCHITECT 'i MARK SCHWARTZ &ASSOCIATES 28493 Main Ru,td• PC)[lox 933•C:utchnguc. NY 1193, 631,734.418.i 1 ' unk.;uchitcct.cum September 15,2020 (� j- Southold Town Building Department 5 P020 i 54375 Main Road Southold,New York 11971 Re: Murnane property '`' 125 Bow Road Southold,NY SCTM#1000-87-02-33 To whom it may concern, I have been on site during the construction phase for the aforementioned project. The Screened Porch footings have been constructed as per plans and to the best of my knowledge meet or exceed NYS code. Please call this office with any questions you may have. Sincerely, 1r Mark Schwartz TIA RC HITECT MARK SCHWARTZ &ASSOCIATES 28493 Main Road•PO Box 933•Cutchogue. NY 11933 631.734.4185 1 www.rn ksarch i tee ixom November 04,2020 D Southold Town Building Department R 54375 Main Road NOV 4 2020 Southold,New York 11971 Re: Mumane property RUILF-137%TC,DEPT. 125 Bow Road 74 NOLD Southold,MY SCrM#1000-87-02-33 To whom it may concern, I have been on site during the construction phase for the aforementioned project. The insulation,As installed,to the best of my knowledge meets or exceed NYS code. Please call this office with any questions you may have. Sincerely, A Fr Mark hwartz (g5V Y - CHITECT MARK SCHWARTZ &ASSOCIATES 2848:1 .lain (toad• PO Box 933 Cutc•ho-uc. NY 11935 631.i 34.4 183 �rw .mksarchita t.c om August 24,2023 AUG 2 3 2023 Southold Town Building Department 54375 Main Road gultding Department Southold,New York -1.1971 gown of Southold Re: Murnane property 125 Bow Road Southold,NY SCTNI#1000-87-02-33 Permit#4457f To whom it may concern, I have been on site during the construction phase for the aforementioned project and I have reviewed the attached letter from Glenn LaMay of Home Energy Solutions. Based on his work and the code information,I agree the work completed has been constructed to code as per NYS. Please call this office with any questions you may have. Sincerely, Mark Schwartz _ii PDECEIWE ; New York State AUG artment of state NEW YORK Building Standar 3 2ii°ton tiding Standards STATE OF and Codes OPPORTUNITY. One Commerce Plaza and Codes Buffdfn99 Washington Avenue,suite t18o Touvn g Department Abiny,NY 12231.0001 of Sou (518)(518)4744073 Fax: (518)4745788 www.dus.ny.gov TB-1020-RCNYS TECHNICAL BULLETIN Code Effective Date: October 3,2016 Source Document: 19NYCRR 1240—Energy Code of New York.State-2016(ECNYS) 19NYCRR 1220--Resldential Code of New York State-2016(RCNYS) Topic: Municipal Code Enforcement and Administration Mandatory ACH 50 testing for Residential Construction Exceptions,for Non-Isolated Building Additions, This document provides guidance to assist code enforcement officials In an understanding of the mandatory requirements for building envelope testing of Residential Buildings as required by the 2016 New York State Energy Cade and the 2016 New York State Uniform Code(Residential Code). As of October 3, 2016,all new Residential Construction must comply with the newly mandated ACH 50 or the so called"Blower Door°testing requirement which assures that the code required maximum allowable air leakage is not exceeded.This requirement Is outlined In Section N1102.4.1.2 of the 2016 Uniform Code (Residential Code),and also Section R402.4.1.2 of the 2016 Energy Code.Since this testing requirement is now mandatory,the ACH 50 test must be performed on every dwelling unit constructed in New York State', The maximum allowable rate of air leakage as verified by the ACH 50 test is 3 air changes per hour.The testing procedure Is to be performed at any time after the creation(and completion)of all of the required building penetrations. The testing,procedure is allowed to be conducted by a third party testing agency or Individual with qualiffcations acceptable to the Code Enforcement Official.A written report of the result of the test shall be signed by the party conducting the test, and shall be provided to the Code Enforcement Official. 'In the case of Multiple Family dwelling units,in building of three stories or lesser in height,a sampling test protocol is.allowable,in lieu of testing of every dwelling unit;or testing the entire building.Please refer to the 2016 Supplement to the New York State Energy Conservation Construction Code,Part 3,and Section 3.11 for specifics of the test protocol. 1AU/F) ME ENERGY SOLUTIONS _ CONSERVATION THROUGH EFFICIENCY ® E, fi'i! 2 187 East Main Street,Huntington,NY 11743 Site Address:125 Bow Road, Southold NY 11971 UU 23 2023 Renovations and Additions Budding Depar anent °� of SoIt0101d It is the opinion of Home Energy Solutions Inc., a nationally recognized HERS rating company, that the aforementioned home improvement/addition falls under Chapter Five (Existing Buildings)of the IECC 2015 energy code. As such,the scope of these services will be limited to Sections R502, R503 and R504 of the 2015 International Energy Conservation Code as well as the 2016 New York State Supplemental Code. The addition is not able to be isolated from the rest of the existing home.The air infiltration rate was tested at 4.7 ACH including the existing portion of the home.This indicates that the new portion of the home was air sealed properly, despite Home Energy Solutions not being on site to inspect the addition prior to sheet rock. Air infiltration testing will be limited to just the new work and will be performed where applicable based on the advice and guidance provided by the Department of State Division of Building Standards and Codes in Technical Bulletin TB-1020-RCNYS shown below: "Documentation of the ACH 50 test result: A u.-ritten report of the rest(Its ofthe test must be signed by the party conducting the test,and the report must be provided to the Code Erforcenjent Oficial having furisdictiorn,as evidence of compliance with the rblandatory Air Leakage requirements of the Neil,York State 2016 Uniform Code and the New York State 2016 Energy Code. Exceptions for Non-Isolated Building Additions,and Building Alterations In our opinion, it is not practical to require an ACN 50 test for building additions and alterations except in the following situations; 1.) The Building,4ddition envelope is isolated/separated front the envelope of the existing building. 2.)Existing,non-conditioned space which is isolated1separ•ate fi•oni the envelope of the existing building, is converted to conditioned space. 3.)Alterations of existing buildings}There the existing building envelope's air harrier, including all envelope components'(including lvindotirs and doors)is altered in its entirety. In 0111•opinion it is more practical, (and is applicable)to require fiell inspection vfthe building envelope in accordance irith theprovisions of the EnerQ,Code specdfic to Air Barrier and Insulation hnstallation. These requirennents are outlined in Section R402.4.l.1 (N1102.4.1.1)and Table R402.4.1.1 (N1102.4.1.1). These are provisions of the code,and remain the sole method of assu rance of a complaint building envelope far•Non-isolated Building Additions,and Building Alterations. The CEO at Iris/her discretion, nray require a third par•h7 inspector to cavy out the detailed inspections cls is alloired by Section R402.4.1.1 (N1102.4.1.1). -John R.Addario,PE,Director,Division of Standards and Codes Thank you for your time and consideration on this mat r, if you have any questions or concerns please call the office of Home Energy Solutions. (631)673-0664 - Glenn LaMay, P7- ident&CEO of Home Energy Solutions. .,0' T � - tjl �t tf' . la 4 +x'77 w77 t ..: r lye j i 4N. Vol '1 wi�+iL� r mow " i'---�-•__ r • + w v !' • • !- It 1 • Af a •J i t s a � r. f r I 1 I • ' • • COMMENTS FOUNDATION 'FOUNDATION ( 1 Wka 11,Tm w wd m - IsINSULATI _ ROUGH FRAMING& PLUMBING EMIR- • PE ENERGYSTATE CODE �� a , Rol j o m WR IWN ADDITIONAL T 70-2 L all BLOWMMW L .� 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 SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application In Flood Permit Examined I 20 'C Single&Separate Storm-Water Assessment Form Contact: Approved 1 1,20 Mail to: Disapproved Phone: 3 5� Expiration ,20 Builc mg nspector PLICATION FOR BUILDING PERMIT ii nDate � l t� , 20 V INSTRUCTIONS � �� - - a. This_ap �catiZn STo1s 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 r"UMMM of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and_w "OF SOUMOLD 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. 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 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 applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age , architect gineer, general contractor, electrician, plumber or,builder Name of owner of premises�1 c4h J Mu �NA+Jl:—� (As on the tax roll or latest deed) If applicant is a corporation,,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locationof land on which pro osed work will be done: House Number Street Hamlet -7 County Tax Map No. 1000 Section Block � Lot � Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and iitended use and occupancy of proposed construction: a. Existing use and occupancy '5I � 'l.� �� f , b. Intended use and occupancy 1/✓ !l 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work 646L 1-&0� (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. �� s rL 4tJ--C 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 8. Dimensions of entire new construction: Front Rear awe _ Height Number of Stories ton °'i � � � 9. Size of lot: Front Rear Depth 3 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated fZ4— 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO—X—Will excess fill be removed from premises? YESX_NO 14.Names of Owner of premises 2N Address Phone No. G o 3 Name of Architect —3(' M-Address Phone No 6� 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 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. 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: COUNTY OFlC- being dulyy sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.13UIdCFI (S)He is the d4'Q04 F�art' Notary Public,State of New York (Contractor,Agen, Corporate Officer, etc.) Ne 01$�iC185050 Qualified in Suffolk County Commission Expires April 14,24?a D 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. Sworn to before me this day of � 20'/a L A, U4 Notary Public Sig ture f Applicant TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? 'f TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Lj IGI Z2 Survey SoutholdTown.NorthForLnet PERMIT NO. ` , J Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form TV- Qlnspe ntact: `� Approved 20Mail to: I�(C SC flLAA1 Disapproved a/c Phone: -7 3 Expiration 20 �V APPLICATION FOR BUILD D Date 20 AUG 2 1 2017 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 ets f ;Vol plan to scale.Fee according to schedule. tY wing location of lot and of buildings on premises,relationship to adjoining premises or public streets or TOW&,G�86UMOLD 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. E 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 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 applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agen(archit gineer,general contractor,electrician,plumber or builder W-K s 14v-) Name of owner of premises JO N- r1 l�}2/\(/a-/�►, (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1Z S 1561AI. g,06:C2 SOL)' tf OL-C> House Number Street Hamlet County Tax Map No.1000 Section el Block 0 2 Lot .3,� Subdivision Filed Map No. Lot iR r� 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S 1 fJ lee-C- b. 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. 515� n'4 1� s 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 8. Dimensions of entire new construction:Front Rear Depth Height C Number of Stories 9. Size of lot:Frons 5J V 1 ear P" N Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 154-0 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_ZNO 13.Will lot be re-graded?YES NO VWill excess fill be removed from premises?YES NO 14.Names of Owner of premises MQ)Z IA f C- Address Phone No. Name of Architect JC N W A t2 7" Z Address Phone No,--1�1 �b 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 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. 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) COUNTY ,OF/5U �%Q S: M A lAr5G�-f�1/�12 rZ being duly swom,deposes and says that(sJ9l� li CH (Name of individual signing contract)above named, Notary Public, to of Now York No.01 SU8185050 (S)He is the A le cV I V re k T Qual fled In Suffolk County (Contractor,Agent Corporite Officer,etc.) Commission Explre3 pr 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. ornXbefoie me thA o day I WK 20_�j_ 1IL6f Notary Public Signature of Applicant /I `L FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 31, 2016 TO: Mark Schwartz (Murnane) PO Box 933 Cutchogue,NY 11935 Please take notice that your application dated October 20, 2016: For permit to construct addition and alterations to existing single-family dwelling and a new accessory garage. Location of property: 125 Bow Road, Southold,NY County Tax Map No. 1000—Section 87 Block 2 Lot 33 Is returned herewith and disapproved on the following grounds: The posed addition and alterations to the existing dwelling, on this nonconforming 18,858.9 sq. ft. lot with three front yards in the R-40 district, is not permitted pursuant to Article XXIII Section 280- 124 which states; lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet and a minimum rear yard setback of 35 feet. The proposed addition has a front yard setback of 34.8' and a rear yard setback of±22'. In addition, the proposed accessory garage is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard The plan shows the proposed garage located in a front bard. Auth ized S' ature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. BOARD MEMBERS V say Southold Town Hall Leslie Kanes Weisman,Chairperson �� ryQ53095 Main Road•P.O.Box 1179 �4 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Homing O �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider CQue� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 RECEIVED FINDINGS,DELIBERATIONS AND DETERMINATION &An2 '21:017 17� MEETING OF MARCH 16,2017 ?/e4�� . " ZBA FILE: 7027 Scf4thold Town Clerk NAME OF APPLICANT: John and Theresa Murnane PROPERTY LOCATION: 125 Bow Road, Southold,NY SCTM No. 1000-87-2-33 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not referred as required to the Suffolk County Planning Department under Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested'�n this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The property is a 18,858.90 sq. ft. parcel located in R-40 Zoning District. The parcel measures 210.00 feet fronting Bow Road,along the northerly property line,measures 87.746 feet fronting Tepee Trail, along the westerly property line, measures 69.04 feet fronting Arrow Lane, along the easterly property line, and 232.22 feet along the southerly property line. The property is improved with a two story frame home with an attached garage as shown on a survey prepared by Paul Barylski,Land Surveying,dated September 23,2016. BASIS OF APPLICATION: Request for Variance(s) Article III, Section 280-124 and the Building Inspector's October 31,2016 Notice of Disapproval based upon an application for a permit to construct additions and alterations to an existing single family dwelling and new garage, at: 1) less than the code required minimum front yard setback of 35 feet, 2) less than the code required minimum rear yard setback of 35 feet, 3) accessory garage located in other than the code required rear yard, located at: 125 Bow Road, Southold,NY, SCTM# 1000-87-2-23. RELIEF REQUESTED: The applicant requests variances on this non-conforming 18,858.9 sq. ft. parcel, fronting three town roads and having three front yards,for a second floor addition,requiring relief of 34.8 feet front yard setback where 35 feet is required and 22 feet rear yard setback where 35 feet is required. In addition, relief is required for a proposed detached accessory garage to be located in the front yard instead of the required rear yard. Page 2, March 16, 2017 #7027, Murname SUM No. 1000-87-2-33 ADDITIONAL INFORMATION: The appeal involves a non-conforming 18,858.9 square feet parcel in R40 Zoning District. The surrounding community consists of many non-conforming improved parcels of similar size. The agent for the applicant provided the Board with ZBA prior determinations for six(6) similar setback variances granted by this Board; one of which relates to an accessory garage. In addition, included with the six determinations is one variance for a property that has three front yards, which is similar to the applicants' property. The agent agreed to provide this Board with the corrected site plan showing the rear yard setback of 22 feet(shows 26.1 feet in error). During the public hearing,the applicants' agent testified that the second story of the proposed accessory garage will be used solely for storage. When asked about the dimensions of the proposed garage dormers, it was affirmed that the proposed dormers conform to the Town Code requirements. One neighbor submitted a written objection regarding the proposed detached accessory garage structure in the front yard, because the Nunnakoma Waters Homeowners Association covenants and restrictions states"No structure shall be permitted on the premises other than a single family residential dwelling with one private garage,"and an attached garage already exists.Additionally,the proposed.two story accessory garage is"out of character with the scale of the adjacent one story residences."However,the Board notes that the existing attached garage is proposed to be converted to habitable space. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on 3March 2,2017 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 5267-b(3)(b)(1). Grant of the variances requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject property is close to the northern end of the subdivision. The lot is long and narrow fronting on three roads. The proposed second story addition over an existing one story attached garage, which is proposed to become habitable space on both floors,will not change the existing footprint of the subject dwelling. Based upon personal inspection of the subject neighbor by the Board membdrs, accessory garages do not appear to be characteristic of this neighborhood 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant to construct the accessory garage cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. There is insufficient area in the conforming rear yard to construct an accessory garage, and an attached screened porch exists on the easterly side of the as built dwelling which makes attaching a garage there impractical. Since the applicant proposes to build a second story over the existing attached one story garage for additional habitable space on both floors, the non-conforming setbacks of 34.8 feet front yard and 22 feet rear yard already exists; therefore approval to add a second floor cannot be achieved by any method other than area variances. 3. Town Law 5267-b(3)(b)(3). The variance granted herein for the proposed accessory garage in the front yard is mathematically substantial,representing 100%relief from the code.However,the applicants' property has three front yards and no functional rear yard which creates hardships when proposing to further improve the property. Further mitigation for variance relief results from the proposed front yard setbacks of 35 feet and 43.9 feet which are the setbacks required for a principal structure. However, the Page 2, March 16,2017 #7027, Murname SUM No. 1000-87-2-33 applicant could reduce the height of the proposed three car two story garage to reduce the overall visual impact of the proposed non-conforming front yard location and make the scale more in keeping with the numerous one story residences in the subject neighborhood. The variance for the front yard setback of 34.8 feet where the code requires 35 feet is de minimus. The proposed rear yard setback of 22 feet where 35 feet is required by code is 37% relief and is substantial. However, no increase in the degree of nonconformity is being proposed and the designated rear yard of the property actually functions as a side yard for the as built dwelling. . 4. Town Law 4267-b(3)(b)M No evidence has been submitted to suggest that variances for the proposed additions and alterations to the dwelling 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. However, since accessory garages are not typical in the subject neighborhood, the proposed two story 3 car accessory garage in the proposed front yard location would adversely impact the character of the neighborhood. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the rear yard and side yard setbacks and the accessory structure location are the minimum actions necessary and adequate to enable the applicant to enjoy the benefit of a newly renovated home with detached garage in the front yard area 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 Goehringer , seconded by Member Weisman (Chairperson),and duly carried,to GRANT the variances as applied for, and shown on the site plans, entitled S-1, and A-1 through A-7, prepared by Mark Schwartz,Architect,dated November 7,2016. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The proposed accessory garage as shown on S-1 of the site plan and architectural plans and elevations titled A8 and A-9 all as prepared by,Mark Schwartz,Architect,dated November 7,2016,shall be revised to a one(1)story accessory garage. 2. Revised plans for a one (1) story accessory garage must be submitted to the ZBA for approval which will be stamped and forwarded to the Building Department as approved before any building permit may be issued. 3. The proposed accessory garage shall remain unheated, contain no habitable space, and be used strictly for storage. 4. The as built shed close to the southerly property line shall be removed, as noted on the site plan cited above. Page 2, March 16,2017 #7027, Murname SUM No. 1000-87-2-33 ` That the above conditions be written into the Building Inspector's Certificate of Occupancy, when ie conforming to the present issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. 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), Schneider, Horning, Dante and Goehringer. This Resolution was duly adopted(5-0). /a'tw h2z& Z Leslie Kanes Weisman, Chairperson Approved for filing J la D /2017 y� - AP FORM NO.3 RECEIVE® ' TOWN OF SOUTHOLD ,' ,, DEC 0 6 2096 BUILDING DEPARTMENT SOUTHOLD,N.Y. ZONING BOAR®OF APPE4 NOTICE OF DISAPPROVAL „1 - DATE: October 31,2016 TO: Mark Schwartz(Mumane) PO Box 933 Cutchogue,NY 11935 Please take notice that your-application dated October 20,2016: For permit to construct addition and alterations to existing single-family dwelling and a new accessory garage. Location of property: 125 Bow Road, Southold NY County Tax Map No. 1000—Section 87 Block 2 Lot 33 Is returned herewith and disapproved on the following grounds: The proposed addition and alterations to the existing dwelling on this nonconforming 18,858.9 sq fl lot with three front vards in the R-40 district is not permitted pursuant to Article XXIII Section 280_ 124 which states,lots measuring less than 20.000 square feet in total size require a minimum front yard setback of 35 feet and a minimum rear yard setback of 35 feet_ The proposed addition has a front yard setback of 34.8' and a rear yard setback of±22' In addition,the proposed accessory garage is not permitted pursuant to Article III Section 280-15, which states accessory buildings and structures shall be located in the required rear yard The plan shows the proposed garage located in a front yard AuthoMQLiWature Note to Applicant:Any change or deviation to the above referenced application,may require further review by the Southold Town Building Department. CC:file, Z.B.A. REVISIONS: L BOW ROAD 210.00' N 89°12'0"E 'Ty t N �� IN 1 O A 9 n In T � W V � m R N �: Q PROPOSED ASPHALT th o m O DRIVEWAY sI S 9, o x222 oz n Q3• °]t-g v SCAEWFfl � U POR<H 1001 ,9 m3.4.8' 60' m 20.0 fURFEN .y 32.3' PROPOSED OARA4E q EX.ASPHALT DRIVEWAY 'CR aWDE RARS DHDDx DL 2 STY.HOUSE IJmIAHmH° xDD1110N .......... flVAL MAP 1 TO,ERLMWFD 2 REVIEWED EA SEE DECISION# y elucR vAno „RADE DATED 3 /3/ r 116.22' 11 16.22' 6i00' N 88°11'10"W 11 , //�►► SITE DATA: - - SCTM#1000-87-2-33 DESCRIPTION: so.FT.AREA: LOT COVhRAGE°EXCAVATE: FILL: W lI . b5690;R. A]ACM], RECEIVED SITE PLAN -L-• ��• anxwmiw]Am .r-smD,D.R. !'tel cxa3Rm,n],uwuim DEC 6 2016 SCALE: 1" = 20'-0' 'I umrDZHDum w,Aw R. s]r [T] ZONING BOARD OF APPEALSC9, , Iw:RiDieq,xmro,De P-0 RS MMM rcouwavD Fa "I C - " Sx"TwcD[« rcD,En]wD vi� • ' E.OS]DIL]"I,h IwDasa Rl Donwwq - ry 1p-/SC�y±j N I• „OVO.®fO2M,DP0,« :I,a30.R. ,<um ,cum MEETS&BOUNDS BY: p PAUL BARYLSKI LAND SURVEYOR Pmomaxwe' „DwR. „a wam :scum DATED:SEPTEMBER 23,2016 u '"S • DRYYE", iro nD T,p sons: • Nmsba 341D�D SRT=NU,SDLR n,u 3n rt. uaee scum. nc".m S-1 .i J REVISIONS: w. { ----------------------- -- `s —7� Eg' -- — a PROPOSED SOUTH ELEVATION SCALE:1/e°.V ' z N � .. _._._.-._._._._._._._._..-. - RECEIVED DEC g 2016 ZON"JG BOARDa . - io OPgppEALS �® 0 0 0 09 077s ®: - FINAL ANAP 0 REVIEWED BY ZBA EE DECISI®N# 70X`1 DRAWN MN/MS EXISTING SOUTH ELEVATION ®��E® 3 ��� r� SCALL: IN�I'A• 10x0 SCALE:1/8"-P tl1ICfTNVM1iBR: A-1 REVISIONS _ � g LLLU PROPOSED WEST ELEVATION SCALE:1/8^.1' - PROPOSED EAST ELEVATION wz SCALE:118^=1' o a RECEIVED DEC 6 2016 x ZONING BOARD OF APPF-4LS r wa y ® Fl AP EXISTING WEST ELEVATIONREVIEWED BY ZBA EXISTING EAST ELEVATION SCALE:1/B"=1' SCALE:1/9'-V SEE DECISION#-7ogy Nu 1c%,b116 DATED 3 A-2 J - REVISIONS. i . . ........ 'a tom., ll ' PROPOSED NORTH ELEVATION SCALE:1/8"=V $ZO -.—.—.—.—.—.—.._.—..._ o z On ® ® x o RECEIVED a 3 ® DEC 6 OF x�o? ZONING BOARD OF APPEALS .." wAfflA�L MAP EXISTING NORTH ELEVATION REVIEWED BY ZBA °sc— 1 IM3 6CA IHtiI'-0' SCALE:1/8'.11 -@ SEE DECISION# l � . E)ATED 3 ljY—1 0� A-3 BOW ROAD J APR ®2017 210.00' ZONING 80,3,0 OF APPE45 N 89°12'0"E p w MM.ASGliALr cp D0.IVEWAY l2 - i/ i 9€¢E cn 19 Ln Do U __ Zvw _ - - — ------:-cry -C) uTai EAsua � A3.q 5 m34.8' iao• \_ m Dm _ SCREEN'-�- 32.3' pp°pOSFD GARAGE C 5E5E __90AG1 M[ u �p®�gp IX 3 STY.ROUSE wmv+at°+� � IXASRIALT DRIVflVAY �oW1oM — � u ----------• I 'TION °RYWfIL� N i s 7,p W OR /es•\ _ .u.Yno® • - DRWEF - -- 5762 g N _______RAIG VAno______ -`__ -------------- - z .!..__•...............'.o...__._-i; ON DUDE 15 n r A16•p0 rIAYSAYw SILTFENCIN FINAL MAP 116.22' N ss^n'lo �w REVIEWED BY Zr�B-,�/r-� SITE PLAN SEE DECISION# ivd l s sca�:r=>o o DATED -3 1_1.(a ///�b)-7 MFETS6BOUNDS BY: �.JL.`_ - RAULBA0.YLtYJ 1AlIDfU0.VEYOA �¢, DATED fEVTO.OER33.TR1E ;iLORM WATER MANAGEMENT DETAILS SITE DATA: SUM a 1000.87.2-33 Pte- 1 N.T.S. DmoimEEaw SQ Er.ARFAi IOTCOVDtAGD IXGVATL PRL• f rE w 2.. c w�� m..m �..r�v...• �'pF Pdg� S-1 BOARD MEMBERS ®f S®(/ Southold Town Hall Leslie Kanes Weisman,Chairperson ®�i� fey®1 53095 Main Road• P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes ae Town Annex/First Floor, Robert Lehnert,Jr. ® yO� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®��C®UNV Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD MAY $ 2022 ! Tel.(631)765-1809 •Fax (631)765-9064 _ EXTENSION DETERMINATION One Year Extension `t f L Regular Meeting of May 5, 2022 ZBA FILE: # 7027 NAME OF APPLICANT: John and Theresa Murname PROPERTY LOCATION: 125 Bow Road, Southold,NY SCTM No. 1000-87-2-33. BASIS OF APPLICATION: Request for Variance(s) Article III, Section 280-124 and the Building Inspector's October 31,2016 Notice of Disapproval based upon an application for a permit to construct additions and alterations to an existing single family dwelling and new garage, at: 1) less than the code required minimum front yard setback of 35 feet, 2) less than the code required minimum rear yard setback of 35 feet, 3) accessory garage located in other than the code required rear yard, located at: 125 Bow Road, Southold,NY, SCTM# 1000-87-2-23. DATE OF PUBLIC HEARING: March 2, 2017 This request for variances was originally Granted as applied with conditions, as listed below, on March 16, 2017. By letter, dated March 29, 2022, John and Theresa Murname, Owners, requested an-year extension of the Variance Relief. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The proposed accessory garage as shown on S-1 of the site plan and architectural plans and elevations titled A8 and A-9 all as prepared by, Mark Schwartz, Architect, dated November 7, 2016, shall be revised to a one (1) story accessory garage. 2. Revised plans for a one (1) story accessory garage must be submitted to the ZBA for approval which will be stamped and forwarded to the Building Department as approved before any building permit may be issued. 3. The proposed accessory garage shall remain unheated, contain no habitable space, and be used strictly for storage. 4. The as built shed close to the southerly property line shall be removed, as noted on the site plan cited above. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson), seconded by Member Planamento and duly carried,to GRANT, the applicants' request that the above cited determination be extended for one year from March 2022 to expire on March 16, 2023 as per Chapter 280-146 of the Code of the Town of Southold. This will be the final extension. Vote of the Board: Ayes: Members Weisman(Chairperson)Dantes,Acampora,Planamento and Lehnert. This Resolution was duly adopted -0). t-ds'lie Kanes Weisman, Chairperson Approved for filing _t?—1 /7 /2022 John & Theresa Murnane . 125 Bow Road Southold NY Town of Southold ZBAASR 0 7 ` 022 54375 Rte 25, Southold, NY 11971 U11MG SCARD OFAPPEIALS' March 29th 2022 Re Murnane, 125 Bow Road Southold Request for Extension of ZBA aRRrova9 To whom it may concern, We are hereby requesting an extension of ZBA approval so we can complete the basement window egress, we thought we might get some relief on this requirement because it was not called out for on the original plans, Mark Schwartz (Architect) has since filed an amendment to show new basement window egress, all other work has been completed and inspected, I apologize for not getting this work done within the time period allowed, with covid and other things going on in our life we overlooked this and the time slipped away, we respectfully request an extension so we can complete this work, we plan to start this work as soon as we have approval Thank you so much for your consideration John &Theresa Murnane Bunch, Connie L4 q5-)C) q q 6 ,?1 From: Fuentes, Kim Sent: Thursday, May 19, 2022 8:14 AM To: John Murnane Cc: Bunch, Connie; Breda Murnane; Mark Schwartz Subject: RE:ZBA - One Year Extension -#7027 Murnane, 125 Bow Road, Southold Attachments: 7027 Murname Garage.pdf,7027 Murnane.pdf Hi, The "Basis of Application" also includes alterations and additions to the Single Family Residence. The extension will cover all variances granted. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission 631-765-1809 kimf(a).southoldtownn .gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, NY 11971 From:John Murnane<john@erinconstruction.com> Sent:Thursday, May 19, 2022 7:53 AM To: Fuentes, Kim <kim.fuentes@town.southold.ny.us> Cc: Bunch,Connie<Connie.Bunch @town.southold.ny.us>; Breda Murnane<breda@erinconstruction.com>; Mark Schwartz<mksarchitect@optonline.net> Subject: FW:ZBA-One Year Extension-#7027 Murnane, 125 Bow Road,Southold Good morning Not sure what happened here we requested an extension,of the ZBA so we could add basement egress, it appears the ZBA extension granted is for the garage only John Murnane CEO a 1 Y T.516.616.4610 Ext 202 E. john@erinconstruction.com www.erinconstruction.com erin From: Breda Murnane Sent:Wednesday, May 18,2022 9:56 AM To:John Murnane<john@erinconstruction.com> Subject: Fwd:ZBA-One Year Extension -#7027 Murnane, 125 Bow Road,Southold Sent from my iPhone Begin forwarded message: From: "Fuentes, Kim"<kim.fuentes@town.southold.ny.us> Date: May 18, 2022 at 9:32:27 AM EDT To: mksarchitect@optonline.net, Breda Murnane<breda@erinconstruction.com> Subject:ZBA-One Year Extension-#7027 Murnane, 125 Bow Road,Southold Hi, Please see attached extension. A hardcopy will be placed in the mail. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission 631-765-1809 kim&southoldtownny.gov Location: 54375 Main Road Mail:P.O. Box 1179 Southold, NY 11971 2 MAflE_ hf-oFFCX � -� Scott A. Russell °sU � STO�IE�.I��J WA\T]EIK SUPERVISOR 'S Z MANAGEMENT G►lEM]EN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 C� 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET AUG 2 2 2017 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE li O)LL,OWING. Yes 0 (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑E✓ 13. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ff C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑E�D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ffE. 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. � p p —J 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 wit►your Building Permit Application. APPLICANT: (Property Owner,Design Professional.Agent,Contractor,Other) S.C.T.M. $: 1000 Date: �Distrlct NAME: 5Ldi6L/beM L sc-� OV Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**"" Contact Information +: 929 Reviewed By: — — — — — — — — — — — — — — — — Date_ — Property Address/ Location of Construction Work: — — — — — — — — — — — — — proved for processing Building Permit. 171`7 500 121!� I — — —tormwater Management Control Plan Not Required. SO oTI-I-OLD 11 Stormwater Management Control Plan is Required. -- --- — (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 — 3V APPLICANT: S.C.T.M.#: 1000 CH ,�7� A (Property Owner,Design Professional,Agent,Contractor,Other) --r apS�Q/r CHAPTER 236 $- G 2 3 3 Stormwater Management Control Plan CHECK LIST IZK SO4tn� �� Section Block Lot z S M C P -Plan Requirements: Provide ONE co of the Building Permit Application. NAME: /� �! q PY .� PP Date: * TheaPPlicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist! Swnature 'rdcphonc,l'omher 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: Y P YE NO NA If you need additional room for explanations, PI r a. Location&Description of Property Boundaries b. Total Site Acreage. 00 c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by 9236-I7(c)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 t' (� 1 p0 e. Limits of Clearing& Area of Proposed Land Disturbance. 0� )BLILDINGDEPT. f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) FMIF TOWN OF SO= g. Location of all existing& proposed structures, roads, driveways,sidewalks,drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. 0E-171 j. Location of proposed Soil Stockpile Area(s). 0� k. Location of proposed Construction Entrance/Staging Area(s). 0� Contact TOS Engineering at /bb-1560 berore I. Location of proposed concrete washout area(s). Backfill, OR Provide Engineers Certification M. Location of all proposed erosion&sediment control measures. the drainage has been installed to todo. 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two V)inch rainfall/storm event. EROSION &SEDIMENT CONTRW 3. Details&Sectional Drawings for Stormwater practices are required for approval. Shall include but not be firnited to: Items requiring details shall include but not be limited to: A well maintained Construction Entrance, a. Erosion&Sediment Controls. 00 Wire Backed Silt Fencing,stabilization& b. Construction Entrance&Site Access. 00 exposed and/or inactive soils. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) ****FOR ENGINEERIN DEPA TMENT USE ONLY**** El Additional Information is Required. Reviewed& Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Management Control Plan is Complete. Date: ® Stormwater SMCP has been approved by the Engineering Department. FORM # SWCP heck List-TOS MAY 2014 Scott A. Russell ,��°�U '� �T�O�]E�I\11WA\,T]E1K SUPERVISOR �T ( �T z I��1[A\1�A\G►1EI��l[1E1�T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 %o , - Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET AUG 2 2 2017 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLONVIN&. Yes 0 (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[(B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ff C, Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[3(D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ff E. Site preparation within the one-hundred-year f loodplain 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 Pian and a completed Check List Form to the Building Department wit;t�your Building Permit Application. APPLICANT: (Property Opener,Design ProfessionaL Agent,Contractor,Other) S.C.T.M. �: 1 Date: Dis,trtr ict i NAME: � � 0 gLot 0�% I Section Block —'FOR BUILDING DEPARTMENT USE ONLY **** Contact Information17S4-4:719_!r T4,PhonN..b- I (i t ! Reviewed By: — - - - - — — — — — — — — — — — , �(I i Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — �'! 7Z5 15OW I2,0 ❑ proved for processing Building Permit. I j tormwater Management Control Plan Not Required. S0 Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FOR_MMAY 2014 �3 APPLICANT: S.C.T.M. 1000 s� CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) pp/� c � 62, 3 3 Stormwater Management Control Plan CHECK LIST NAME: 1` IAO c�C�MJMT?i sec on Block Lot W S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. PI,n2 MM 4V J64 Date: * The applicant must provide a Complete Explanation and/or Reason for not providing 73 41 O$ e 11 all Information that has been Required by the following Checklist! ignwure I. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items YE NO NA If you need additional room for explanations, PlcaAr a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2). d. "fest Hole Data Indicating Soil Characteristics&Depth to Ground Water. 5I 00 b e. Limits of Clearing & Area of Proposed Land Disturbance. V 1== 1BLTMDRIGDEPT. f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) TOWN OF SO g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. _l. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Slaging Area(s). Contact TOS Engineering at /bb-15150 before I. Location of proposed concrete washout area(s). Backfill, OR Provide Engineers Cert) (cation M. Location of all pro posed erosion&sediment control measures. thzd thedrainage has been installed to Coda. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Shall include but not be limilteal ILO: Items requiring details shall include but not be limited to: A well maintained Construction Entrance, a. Erosion &Sediment Controls. 0 Wire Backed Silt Fencing, stabilization& b. Construction Entrance&Site Access. sed and/or Inactive soils. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) FOR EN5heckList P TMENT USE ONLY .0* Additional Information is Required. y' Reviewed & Stormwater Management Control Plan is Not Complete. I Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. I Date: i SMCP has been approved by the Engineering Department. FORM # SWCPS MAY 2014 c �I �W)A G BUILDING DEPARTMENT- Electrical Inspector . TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 '� • Southold, New York 11971-0959 a" Telephone (631) 765-1802 - FAX(631) 765-9502 rogerrichertCc�town sdU-hald.nw.Ug APPLICATION FOR ELECTRICAL INSPECTION. REQUESTED BY: Dater Company Name: Name: License No.: (l) email: AM . Ctl�fl Address: Lr Z Phone No.! as, JOB SITE INFORMATION: (All Information Required) c• Name: Address: 1 t Cross Street: Phone No.: 3 . 0 0 BIdg.Permit#: C 4:b email: Tax Map District: 1000 Section: "7 Block: .. a . . Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Lso[-remS1Qk7£ I C4 Circle All That Apply: Is job ready for inspection?: YES R NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size:.. A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected -Underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N.... Additional Information: PAYMENT. DUE WITH APPLICATION. is C 82-Request for Inspection Form As a a \ y.V( \�10�� '/ __ _ _ , 4 o .0 0, HAY BAY W SILT FENCING LIMITS OF CLEARING TO BE I NO MORE THAN 20' FROME�Ilil PROPOSED WORK AS INDICATED ON SITE PLAN o N I~ cc"" X O m ;Z7� a° 0', v ° > 0 MEETS & BOUNDS BY: w � = $ LO ® \ PAUL BARYLSKI LAND SURVEYOR DATED: SEPTEMBER 23,2016 (a U m rh ti v 0 ca SITE DATA: SCTM # 1000-87-2-33 m � N ow DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 18858.9 SQ. FT. .43 ACRES ESTIMATED AREA OF 11000 SQ.FT. EROSION$SEDIMENT CONTROLSC/� GROUND DISTURBANCE: Shall include but not be limited F=4 W Iton En A well maintained Construction Entrance, EXISTING HOUSE: Wire Backed Silt Fencing,stabilization& V 1445.5 SQ.FT. 7.7% Q Seeding of exposed and/or Inactive sons, U) EXISTING SCREENED PORCH: Cn (200.0 SQ.FT.) [TO REMOVE] EXISTING DECK: o� E[1195.3 SQ.FT.j [TO REMOVE] DRAINAGE INSPECTIONS ARE REQUIREDEXISTING SHED: 0.0 SQ.FT.� [r0 REMOVE] _ Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. PROPOSED SCREENED PORCH: 288.0 SQ. FT. 1.5% 5 CU.YD. 2 CU.YD. (J ,e•PI�Rt31iAl OF Si'ORM1AtATER MAI�IAG;Efyl!~NT � CGNTR t. LA -To n Code r 236 PROPOSED GARAGE: 660 SQ.FT. 3.5% Date: ZZ 40 CU.YD. 25 CU.YD. Approv by: DRYWELLS (2)Sala.x 4' 10 CU.YD. 4 CU.YD. TOTAL: 2393.5 S FT. DRAWN: MH/MS Q 12.7% 55 CU.YD. 31 CU.YD. ` 1x r, SCALE: 1/4"=1'-0" JOB#: 4 � April 07,2017 3 SHEET NUMBER: ' 233 1. W P-4 " H r Q SIG o A a N � ,( If I fi I/ SILT FENCING JG TO BE I?0 FROM ►RK AS I� lid m o ,TE PLAN CN M u O Lo cam-{ t +Q+ u Y: .VEYOR u ,201600 N o W TM # 1000-87-2-33 OVERAGE: EXCAVATE: FILL: 43 ACRES - EROSION$SEDIMENT CONTROLS W Shall include but not be limited to: A well maintained Construction Entrance, V Wire Backed Silt Fencing,stabilization& 0 u7 ceding of exposed and/or inactive soils, 7.7% 'O REMOVE] - N DRAINAGE INSPECTIONS ARE REQUIRED 'o REMOVE] Contact TOS Engineering at 765-1560 before OR Provide Engineer's Certification 'O REMOVE] - - Backfill, j that the drainage has been Installed to Code. UU 1.5% 5 Cu.YD. 2 Cu.YD. APF'FtC31iAL OF STORMWATER MANAGEMENT CONTR LA -To n Code r236 Date: ZZ d'1 3.5% 40 CU.YD. 25 CU.YD. ApproV by: 10 CU.YD. 4 CU.YD. DRAWN: MH/MS W SCALE: 1/4"=V-0" 12.7% 55 CU.YD. 31 CU.YD. y JOB#: . f e—im 9017 210.00' CONSTRUCTION ENTRANCE PROPOSED ASPHALT p DRIVEWAY o 0 Om � / \ z3c Ln O I O O n W �A) n z O W y ---r--T-- — - 10 ---�--- N - ,------------- --, I-- -- -- -- --i--y--i--i--=--i--i--i-- CATCH BASIN m 3 - •--�- --�- I -- --�- i y y -- --y-- --�-- --�-- -- n -n v t t �__ --� --y-- - W� 81x5' PORT A-LAV TO REMAIN t t y ON SITE FOR DURATION DRYWELL z I I A 2 OF CONSTRUCTION I t 4 7 • r -t I t EXISTING DECK I t AND SCREENED r ' PORCH TO BE REMOVED I ...........................� ....... --- --------- CONC. I I 10'X5'STOOP I I ' r A 6ASHOUt It 7'X4'STOOP 16.01 I r -I '.0.01 r I I N 1 I ' SCREEN_ _ 00 1 PROPOSED GARAGE o r 32.3' --- _ t I I J ' -POIZCH 4'WIDE STAIRS i t OPOSED 2ND FLOOR EX. 2 STY. HOUSE AND LANDING ADDITION ' r � I 1 8'x4' - f ---------- I // I LOCAOTION DR1(WELL I 12'X4.8'STOOP / \ / •T ' ' 21.5'X4'STOOP \ / EXISTING SHED � r TO BE REMOVED t t - - - - i t � I { BRICK PATIO ON GRADE r I I t I 16.00 HAY BAY W/ SILT FEN C tit ppoillir)" \Yj REVISIONS: w DISAPPRONAL B O W R O A D 210.00' O O N 890121011 E o lJ� - Q Q W W ull m ¢ U m 00 N PROPOSED ASPHALT O N C m x _ — DRIVEWAY '• m�' o, �z 43.2 U EXIS - DECK AND SCRING AND SCREENED J C _ PORCH TO BE REMOVED 3 " 10'%5'STOOP; 348 S T%4'STOOP 16.0' 20.0' SCREEN00 32,31 PROPOSED GARAGE �r EX.ASPHALT DRIVEWAY - A AND WIDE STAIRS LANDING N PROPOSED 2ND FLOOR �� EX.2 STY.HOUSE � ADDITIONI^�,,,; Q 1 ----- E ]15'%4'STOOP 12'%a.6'STOOP v' 011\Y/ - XISING D SHE LLu •TO BETREMOVED N °n ,r} BRICK PATIO ON GRADE ^� z �..... A100 116.22' N 88011'10" W SITE DATA: SCTM # 1000-87-2-33 DESCRIPTION: SQ.FT.AREA: LOT COVERAGE: EXCAVATE: FILL: W PROPERTY: 18958.9 SQ.FT. .43 ACRES ® SITE PLAN - - EAREA OF +/-5000 SQ.FT. O GROUNDOUND DISTURBANCE: SCALE: 1" = 20'-0' x o EXISTING HOUSE: 1445.5 SQ.FT. 7.7% 4z- - 7w z EXISTING SCREENED PORCH: [200.0 SQ.FT.] ITO REMOVE] - - O Q CQ� EXISTING DECK: [195.3 SQ.FT.] [TO REMOVE] EXISTING SHED: [100.0 SQ.FT.I ITO REMOVE] - - 0 PROPOSED SCREENED PORCH: 288.0 SQ.FT. 1.5-1. 5 CU.YD. 2 CU.YD. MEETS & BOUNDS BY: PROPOSED GARAGE: 6605Q.FT. 3.5% 40 CU.YD. 25 CU.YD. PAUL BARYLSKI LAND SURVEYOR DRAWN: MH/MS DATED: SEPTEMBER 23.2016 SCALE: 1!4"=1'-0" DRYWELLS TBD - TBD TBD )OB p; October 31,2016 SHEET NUMBER: TOTAL: 2393.5 SQ.FT. 12.7% 45 CU.YD. 27 CU.YD. S-1 REVISIONS: �.......w...._--_...---- w..., .. ,.,�, .._.._..._ _ EDlED _....._.... - 11 Hl .............. Ir LL11 - — _ •_ - .v:.......,,..,--_.._._j_._.....—<........_w-w.:...,,.,.- --"__"'.__ .vr-.:,...,.,..,may ._•__._._,_�...-..,..-..w..,. _._......__—_...,..,.,........�.......... - i,.r.....<...'_,:..,...". N `� v�.� n1 :w CID 9 ld +K F.��'d�u>:Ms.�KKh� f✓�ti�-P?GsvealYUA'R PROPOSED SOUTH ELEVATION SCALE: 1/811=1' w �z - ad Al o W RzH ®®0 IHBEffl 0 pA ® � 0Kul DRAWN: MFT/MS EXISTING SOUTH ELEVATION SCALE: I/4"=1'-0" JOA q: SCALE: 1/8"= V OU06 T 19,2016 SHEET NUMBER: A- 1 REVISIONS: _._......................._......._...._..._._._................__,..........,_...,._..._._..... _....._..._...,,........ ..:...._ _...... __— ....__,..............__..._.._._...._..._....___,. ...._.. .._.__..._...._....._...,...... ._..,.. _,.._. ,...._...._.._...._.. - — __........_._.._.___.._..____.___.. _......-__. - ................... _,.......... _....... .._....v.,............. ..-_ ........_....-...., __ _,�..,.........,_.�.._._ _ __....,:.,._..,..._...,._....... .__.._.._......._..._._.............._.,,......_ ._._._.,_.._.............. ........... _ -_ w..,.....:.. ... _ .._.._.._.._...:....d„ _...._........ .- _................_.... _......................_......................... -.�.__.... ---..._._. —_ _........_. .__._._..__.... ......_._._._..__. .................... ._....___._. _.,. .... .......................... m ................ .... M --. ....... ._._.._....._..-..._.._........._•___.............,..._.........__............_.._.—._.._.,..............._,...,,.........._.__..._......_...,..._...»_... ui .......... O--- _..._.._.___ ........... I .............. .......... ................ PROPOSEDD IDfJRTH ELEVATION A W 0 a D z •--- -----•—.—.—..._ °z _ w M O ® N 0 Q A ti tA ® o Itil PLI�rn�E:ly EXISTING NORTH ELEVATION DRAWN: MH/MS SCALE: I/4"=1'-0" SCALE: 1/8"= P JOB M Clct ba 19,21116 _ SHEET NUMBER: A-3 REVISIONS: 0 N U ro.mar 0 o 00 00 0 11 II FXISTINGK�ZHEN O 11 EX.DINING ROOM EXISTING FAMILY ROOM _ 11 II EX.SCAEENED_PORCH 11 II II a 11 D I 1 EXISTING GARAGE It 11 EXISTING LIVING ROOM t l 11 11 11 EX.ENTRY EXISTING DECK •.................... PROJECT NORTH EXISTING 1ST. FLOOR PLAN SCALE: 1/8"= 1' a O rn DRAWN: MH/MS SCALP.: 1/4"=1'4' JOB#: OU.txr 14,201 d SHEET NUMBER: A-4 REVISIONS: CHANGE ROOF PITCH: :12 ENLARGE -w--ENLARGE 6. . :z 6 31, -3. c� r Dw .............._...,.--_......._-.......................... ACE DOO EVMD v H 00 D 00 EXISTING KITCHEN _. ALTERED 1 3'-6" S-O- H R 11 FX.DINING koom 11 11 11 Q NEWWUWAU EXISTIN�� ILY RQg.0 FQ 11 N II A4 II A4 0. EXISTING LIVINCR00M 11 11 Ex.ENTRY ........... ------------------ ----------------------- - ------------------------------ REMOVE EXISTING BRICK EXTERIOR (REPLACE SIDING AND WITE1 7A OPENINGS C) 0 PROJECT NORTH PROPOSED IST. FLOOR PLAN 0 SCALE: 1/811 P pq tn O DRAWN: MH/MS SCALE: 1/4"=1'-O" JOB#: 0.t.[xT 19,2016 SHEET NUMBER: A-5 REVISIONS: 0 o Q O u ELM&M F-1 F-1 X BEDROOM im 'V EX.W.I.C. a O O do EX.BEDROOM � EX.BEDROOM W ®F PROJECT NORTH EXISTING 2ND. FLOOR PLAN SCALE: 1/8" = 1' 41 oA cm 4o 0 DRAWN: MH/MS SCALE: 1/4"=1'-0" -- JOA 4: O,Wblr 19,2016 SHEET NUMBER: A-6 REVISIONS: 0 cs - N n ip ` NEW[PSEMENf' .RAyj EX.BATH J�! `....• \.'' ..�•�,....,...___._ SIM.DBL HUNG ) ` ._....,.. EX.BEDROOM j j�(�ST'E0.BEDROOM l� irk :2 1 I I' 1 I p � 1 i N O E � N � N i A MASTER BATH W Foo � o EX.BEDROOM i21, EX.BEDROOM NEW CASEMENT SIM.DBL HUNG V-71/." l� PROJECT NORTH PROPOSED 2ND. FLOOR PLAN SCALE: 1/8"= 11 o A Pv p N tn DRAWN: MH/MS SCALE: 1/4"=1'-0" - JOR 4: Omlw 19,2016 SHEET NUMBER: A-7 REVISIONS: �11 ..1j. t — !_•—.'.4...: _ .._.>..1.w..� N b :a).1 I T�f 1..i_!. t L. . ,i :.1..t._f t :.I. l t' — V4! m .1 ,S .1.,- ,�.1�7 ::,1.1...L..,L ;���.1�. ..�1��`�_ :M�.:�7.�-•�� �'`sp^�T"! �i a ?_rT_)1c..E_ (. .�.,i. _L.r.�tT[_l._� .r 1� _te t�, l _I..." �Iil l ._....,..,.a..,i.a.,:. �.._. �1 D . 1r t� �.. 0 L k Ll MN WWI fl i:T a I� T"r t?jr LEFT ELEVATION FRONT ELEVATION SCALE: 1/8"= 1' SCALE: 1/8"= 1' z I L 0 a V w 0 0. O a 0. - - - ? ® W :rtiTl1 r1-Ltx-a,�1._rt C;...'�`�7 1tI.�d ..I TI tii 7- X17�• _ 1. _ _ ' w " �j o 11, m A ,,,Hl_ �1'. 11 T - REAR ELEVATION RIGHT ELEVATION SCALE: 1/8"= 1' SCALE: 1/8"= 1' DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: Odd.T 1912016 SHEET NUMBER: V REVISIONS: 0 o � o e u - N � C C ^ h 30'-0" U G 4 Z 'ho 12'-0" ....................... ................................--• ---..------------------ a m i S-0'PLATE HflGMT .'1 S'-0-PLATE HflGHf .......................... ......................... o ---- -® a o. o N _________________ _________________ ------------------ ----------------------- ----------------------- ----------------------- ••• •® ------- Q N 5'L'PLATE HEIGHT V'PLATE HflGHT _ S-0"PLATE HEIGHT o � a i w UP ----------------- ------------------ ------------------- ------------------ -- ------------- 30-0 1ST. FLOOR PLAN 2ND. FLOOR PLAN SCALE: 1/8"= 1' SCALE: 1/8"= V xj d Z 3� oa im o �J F O DRAWN: MH/MS SCALE: I/4"=1'-0" JOB H: Octobu 31.2016 SHEET NUMBER: ' A-9 REVISIONS: BOW ROAD APR ZONINC,BOARD OF APPEAL 210.00' N 890121011 E CONSTRUCTION ENTRANCE PROPOSED ASPHALT Vi DRIVEWAY 8. 0– :01 0. rtA 70 u Z 00 0 --- ----------------- CATCH BASIN ;BASIN U/81,5. -- -- -- ---- DRYWELL M OF N z 43.9' FFA EXISTING DECK AND SCREENED PORCH TO BE REMOVED30.0' -------------- --- ioxs P. M34.8' 7WSTOOP 160 20.9 MSCREEN 9- 32.3' PROPOSED GARAGE C1 WIDE STAIRS Z PRO 1)FLOOR EX.2 STY.HOUSE AND LANDING SED 2 0 EX.ASPHALT DRIVEWAY ADDITION zSOIL 1,RYWELL) 10,D 0, ------------ -- LOCATION �D 7Z Lu DRYWELIJ ----------------------- 0 BRICK PATIO - - - ------- C) -------- ON GRADE 6-03 HAY BAY W/SILT FENCING 116.22' N 88011'10"W UMrrS OF CLEASUNG TO BE NO MORE THAN 2a FROM PROPOSEDVIORI INDICATED 0 N SITE Bldg Dept copy from ZBA Final reviewed doWments SITE PLAN ZBA SCALE:1"=10,-0, '� Date: :2 //1, 22 t2 MEETS&BOUNDS BY: PAUL BARYLSKI LAND SURVEYOR &1410 fj-b, DATED:SEPTEMBER 23.2016 T d STORM WATER MANAGEMENT DETAILS ew N.T.S. SITE DATA SCTM#1000-87-2-33 DESCRIPTION: SQ.Fr.AREA. LOT COVERAGE: EXCAVATE: FILL- HOUSENWItDOFARM. 9W3 W. M— I�BUNDIT.2MANfjMffdI,4•d-D� W-M, A3� MCU.". ESTUUTID AREA OF 11-nM - CARAGElkOOFA - 806.0 CU.". INSTALL GROUND D= NOL ; CUI dFd����DRYWELL 35 .M CU 169 N.IT.CW� u —— NIWVRI"AVA - =0 N.R. �G HOUSE 14195 S&L m Z7% RUNOFF.2W]" Wdi Vd p DRYWEIL 176 W.M al N.IT.GPACRY RUIZ n MI IT.RD9741 ���a YOGDEOQ- V95.3 SO,Fr.] DO�OVE) -�,UTTER-STANDARD S' I I OunING31im DW-0 sz"1 0`0 RDAO%M 2M.10.n. 13% SCU.M D Ove APR 1 2 2017 MPOSDGMAGL- 6605Q.FT. 35. QCU.YD. 25CII YD / Lartaroamo®twuoavmrmrwevrm'avnw. 77 .... DRYWO35 (2)W—V IO N.YD. 4N.YD. BUELDINGDEPT- DRYWELLSTDBE 10-MIN. AWAY FROM HOUSE Q223 DRAVIN:MH1 US SCALE' 1144r Tw�- 1393550.M U.7% 5S CU. 31 CU.YD. 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MEETS & BOUNDS BY: PAUL BARYLSKI LAND SURVEYOR PROPOSED GARAGE: 660 SQ.FT. 3.5 96 40 CU.YD. 25 CU,YD. DRAWN: TIF]/MS DATED: SEPTEMBER 23,2016 SCALE: 1/4"=1'-0" DRYWELLS TBD - TBD TBD JOB H: Novcmha 16,2016 SHEET NUNfBER: TOTAL: 2393.5 SQ.FT. 12.7 45 45 CU.YD. 27 CU,YD, S-1 REVISIONS: ............------ ........... ._........_.................. ........ ._.....,......._.._ __.......,...,...,........................._ -- - - X: .............................. ............. ..................... ................ .......... n• ..._.........__._._..._.____...._.........:........._...__._....._....._ t _...._........._._. .......__.-----_. ._ ................. .............. LLJLIJI ..,.._.._.._._...____.._.__.......,._....,....._._.,...._.....__..__._—_._,.. - —.- ..___...... -- .............. ............. ......... .................... ................. 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I l t.. t...,,,...,i....l..t....t.,.....,. ,._.1.1-1._t.1.11.%....i._..i I ! s 5 i. :...,L. l.."1._;... - � �-� •, i..c_..L-,�:_.;:_J._i_ v, L,.:_,.r..l_.,_.._,.11,..,Ay..l>1.....Lei.._.. ..L ...,.,1.1_..,L..L,..:.(...I,..l: t. ,,...i. -- I , I -1---._ I_.; _ �! �i1' i. 1f...I.1 a t i i 1' 1,11i" ! -- , ,»..i..�..i_,i _1...(,�1,1i.r+'.{l[...(1_�ll l 1 , IILi i___j i�1..{t�._i.__j� I REAR ELEVATION RIGHT ELEVATION DRAWN: MH MS SCALE: 1/8"= 1' SCALE' 1/8 = 1 SCALE.: 114"=1•-0" JOB#: Nowmba 07,2016 SHEET NUMBER:- A-8 REVISIONS: MMM Lg - r 12'-0" t ................ ............................................................... ........... V-W PLATE HEIGHT 8L 5*4r PLATE HEIGHT ........................... - 5.-0" 4 ....... .... @............... ............................ .. -- PL4 ...........6 ........... ....................... .................. ........................ ........................ ...... ................... .......... O 94r PLATE HEIGHT 5-4r PLATE HEIGHT uP ................. ...................................... .................. Ar- IST. FLOOR PLAN 2ND. FLOOR PLAN SCALE: 1/8'= 1' SCALE: 1/8"= 1' qq o O O rn DRAWN: MFT/MS SCALE: 1/4"=I'-O'l JOB#: N,,v=ba 07,NIL 6 SHEET NUMBER: A-9 REVISIONS: Lo W o � w w 1 ELI 1 t-:41 11 u Ej I . V 1 PROPOSED NORTH ELEVATION o SCALE: 1/4" = 1' o z 3 Q C) a � o N � - O O N Gam! Q � � o � � uu 000 rrim00 0 ® 0 Z N .0 W o 0 ,=, -ELI: o N W O Q' , r Ln ' � V EXISTING NORTH ELEVATION C�N BEV IN SCALE: 1/4" = 1' D ice`: N DRAWN: MH/MS SCALE: 1/4"=1'-0" _.r OCT 1 7 ,'? �. . 'A JOB#: �1>' 0 2 39 October 05,2018 O SHEET NUMBER: T• 41 { �.T f E.K r�R ri ,,r REVISIONS: O� =F-- - �o iso o - o- foo - o as - - iC�O l00 O OCA. - O = 00 o - - o0 El I zo FIE-.- IW o > w ° w Q � H Z � w W � Q w � 0 ILI I I=====:s ! Lu — W PROPOSED EAST ELEVATION SCALE: 1/4" = 1' PROPOSED WEST ELEVATION o SCALE: 1/4" = 1' W � o w 0 0 N � m m o ON v o rn ' P� In o x o u C1 FFP � 0 4 c$ \ O � m c 0 0 0 0 000 W 0 N EXISTING EAST ELEVATION SCALE: 1 4" - 1' EXISTING WEST ELEVATION SCALE: 1/4" = 1' .�'EREDq �� Rc �G 1N DRAWN: MH/MS N SCALE: 1/4"=1'-0" JOB#: p223 3 Q� October 05,2018 OF N ESN SHEET NUMBER: A-2 j��r c,�ri.l "Lr�r r REVISIONS: D Ell] Ju 0 —._ E FIF] FUI LLjj LLL 11 O 5w O � Lo aw C7 x N w E- �D C'nO un W W PROPOSED SOUTH ELEVATION SCALE: 1/4" = V o a � o N � O O N � C i lu O � rya U CG O I>zl 50 L FT7-1 Fffl PT 11 Juv M vt�i +.F.'' 4, Ln U � a N cu � v 0 W Eno, N W u 01V 11 A-] % H+ IL--JIIIL--Jll LO Effi E 0 IV ' r l cUn EXISTING SOUTH ELEVATION SCALE: 1/4" = 1' \�;�EREDgRC u� ti N DRAWN: MH/MS 'p SCALE: 1/4"=V-0" 9�F 022 0 JOB#: OOctober 05,2018 SHEET NUMBER: A-3 k r1 R, Rf.r11 F\."IF, REVISIONS: CHANGE ROOF PITCH: 8:12 f ENLARGE ENLARGE -� ------------ 6'-31/2 6P-3" L-----------i FWH9068SASP i-----i o �• REPLACE DOOR i DW I O� FWH9 685ASR "------------'---------- ------- (2)1- EADER I ° O (2)1-3/ 11-7/8 ML EADER --- (ALT.:3/ 11-7/8ML(2) 0 w/1/ "STEEL) i ; (ALT.: (2) 10 w/1/ "STEEL) P I 1 I i E LC) IN0EX. B TH I - NO O EXP O S � I u oc i 00 L 00 00 2 v 6X6 POST i LNDG. A EXISTING KITCHEN N (TYP) i ALTERED WET � 3-0 SCR.DOOR i BAR WIZ z (2)2) DF#2 HE ER i i Ra =I O DIRECT VENT Q o v 1 „n FIREPLACECz � _-_ % ____ __ _ __________________ (� � � N .Z __ _ ---------- ---7�i�l aEX. DINING ROOM "' ------------- --------------------------------- --- N ^ ate, O o NEW HALF WALL �o n T-0" . O I u =------ --------------------- ------------------------------------------------- -- ------i 1-3"/4X7 614tLUPSET_1 AMI------- ,....t-�..� --+-- ---- . - - --- �) (2)2X10 w/i/2"STEEL - w ; m FLUSH BEAM ---- - -- 5x3x1/4 �----------------------------- (4) 1-3/4X11-7/8 ML w/(3)3/4"STEEL UPSET BEAM W M i / STEEL Q i N !__----- COLUMN „ = I 1 61/2 5X3XI/4 W STEEL ---- `� ------ `-- €X:-SCR€€NED-PORC1-------------- ----------- U- EXISTING ___ _ COLUMN I ito TO BE RE-BUILT _ _______ EXISTING FAMILY ROOM x CATHEDRAL CLG. - ENLARGE - N II I I ---------- V4o 00 EXISTING LIVING ROOM 1 1 --------- x N N II - -- --- N II I 1 EX. ENTRY --------- I (2)2 DF#2 HEA ER I /) 1-3/4X9-1 ML HEAD FWH60 11APLR ' 3-0 SCR.DOOR ; 6' 0+0 6'-0" V1 1 D I � I - i REPLACE ENTRY O NEW STOOP ---------------------- ----------- ------------a ' 1/6-3/0-1/6X6/8 I LNDG. ------------ rTl K' �i ENLARGE ------------; REMOVE EXISTING BRICK EXTERIOR O N � PROPOSED 1ST. FLOOR PLAN ° NAME: EXISTING: ALTER/ADDITION: TOTAL: c(�Q i 1ST.FLOOR: 277.5 SQ.FT. SCALE: 1/4" = 1' 1).EXISTING GARAGE TO BE CONVERTED TO CONDITIONED SPACE.REMOVE 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 1116.9 SQ. FT. 1394.4 SQ.FT. AND REPLACE SHEETROCK,REMOVE CEILING JOISTS(INC.EX.SPACE ON (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, [FROM GARAGE] NORTH SIDE)FOR NEW FLOOR SYSTEM ABOVE.NEW FINISHED FLOOR TO FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. MATCH EXISTING.OVERHEAD DOOR TO BE REMOVED AND OPENING PER CODE. 2ND. FLOOR: 898.7 SQ.FT. 507.5 SQ.FT. 1406.2 SQ.FT. S CLOSED OFF AND AS SHOWN/NOTED ON PLAN. PROJECT NORTH 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE GARAGE: -277.5 SQ.FT. _ E 2).REMOVE AND REPLACE EXTERIOR SIDING AND OPENINGS THROUGHOUT. APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 277.5 SQ. FT. [CONVERT LVG.SPACE] HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. N 3).EXISTING SCREENED PORCH AND DECK TO BE REMOVED AND NEW o SCREENED IN PORCH: 197.3 SQ. FT. +285.8 SQ.FT. SCREENED PORCH TO BE BUILT. 10).INSULATE ALL EXTERIOR AND INTERIOR WALLS.SEE ENERGY [REMOVE] [REPLACE] 285.5 SQ. FT. WALL LEGEND COMPLIANCE SPECIFICATIONS. 4).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH --------------- RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. is ENCLOSED PORCH: 296.6 SQ. FT. 296.6 SQ.FT. - --------------- WALL TO BE REMOVED MANUFACTURE'S INSTRUCTIONS. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT X u SHEETROCK. USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE m 0 `' DECK: 200 [REMOVE] EXISTING WALL 5).PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED(MATCH EXISTING). AREAS. ` X In" V 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 12).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. fcz, d NEW WALL ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. CU LO E 13).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. CU � NOTE: 7).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS o u DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL OTHERWISE NOTED. 14).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS v m � [INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=4-",2X6= 6"1 OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. -"' INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. Ln U M ; DIMENSIONS OF NEW WALLS ARE FROM STUDS all •� u) [EXT./INT.:2X4 = 3-1/2",2X6= 5-1/2"] 15).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. N s~ 0 W 4 W 00 00 0 U O I I EXISTIN,KIT H€N ......... ......... o F1 FX.DINING ROOM EXISTING FAMILY ROOM N EX,SCREENED PORCH Ii ------------- 11 EXISTING GARAGE /1 EXISTING LIVING ROOM " =D II EX,ENTRY EXISTING DECK ..................... E D ARc n ............ -......... ....................... �N � DRAWN: MH/MS * SCALE: 1/4"=1'-0" JOB#: E PROJECT NORTH EXISTING 1ST. FLOOR PLAN � ?z3 �o� October 05,2018 SCALE: 1/8"= 1' OF N ESN SHEET NUMBER: A-5 REVISIONS: 20'-0" 4'-0" 11'-81/2" 4'-31/2" TW3046 TW3046 LA 2X8 HDR (2)2X8 HDR (D o Cie I O O M I ° N N . BAT EX ❑ N _ EX. BATH + 0) ALTERED I t x EX. BEDROOM t cO I ------- ------ MASTER BEDROOM LL L=r r_ 5'-7, 191-69$ [-� A ❑ M EX. W.LC" N z Q ALTERED N 4 -101/2 -5 12 -71/2 x Opie w a I (2)2X8 HDR (2)2X8 HDR ic) ar N 1 L ---- ---- i N I a In _ -- -- i N J � z --- ---- MASTER BATH -- ----- 6'-7" 4'-61/2" o N a WALK-IN EX. BEDROOM CLOSET N 1 1 N I I � 00 I 1 1 I I I 1 I I I EX. EEDROOM 1 I (2)2X8 HDR I (3)2X8 HEAD% a TW2836 TEMPERED CX24 N 3)-33/4" 12'-41/4" 4'-4" W Q V I N 20'-0" O 1). REMOVE AND REPLACE EXISTING SIDING AND OPENINGS THROUGHOUT. 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE O , APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 2).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. z ^ NAME: EXISTING: ALTER/ADDITION: TOTAL: PROPOSED 2ND. FLOOR PLAN MANUF CTUR S INSTRUCTIONS.RING SHANK OR SCREW SHANK AILS AND SUBFLOOR ADHESIVE PER 9) INSULATE ALL EXTERIOR AND INTERIOR WALLS.SEE ENERGY C A i i COMPLIANCE SPECIFICATIONS. 0 1ST.FLOOR: 277.5 SQ.FT. SCALE. 1/4�� 1 3).PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED(MATCH EXISTING). 1116.9 SQ.FT. [FROM GARAGE] 1394.4 SQ. FT. 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. F' 4).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT 2ND.FLOOR: 898.7 SQ.FT. 507.5 SQ.FT. 1406.2 SQ. FT. S SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE O C _ PROJECT N 0 RT H 5).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. AREAS. GARAGE: -277.5 SQ.FT. E 277.5 SQ. FT. [CONVERT LVG.SPACE] 6).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS 11).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. N OTHERWISE NOTED. 12).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. SCREENED IN PORCH: 197.3 SQ. FT. +285.8 SQ. FT. 285.5 SQ.FT. 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS [REMOVE] [REPLACE] WALL LEGEND (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 13).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. ENCLOSED PORCH: 296.6 SQ. FT. -296.6 SQ.FT. .--------------J WALL TO BE REMOVED PER CODE. INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. DECK: 200 SQ. FT. I EXISTING WALL 14).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. [REMOVE] 0 NEW WALL cV N Cn NOTE: ON m m w o DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WAIL O m 4 [INT.:2X4=4-1/2",2X6= 6-1/2",EXT.:2X4=4-",2X6 =6"] rn p" v DIMENSIONS OF NEW WALLS ARE FROM STUDS O [EXT./INT.:2X4= 3-1/2",2X6= 5-1/2" cu 00 ] o .0 m vi t.f') U � ate-+ � Cf) Cn N v O W O O i EX.BATH 9 EX,BATH EX.BEDROOM [>� /1 W EX'W.I.C. U U O ulj01N O EX.BEDROOM EX,BEDROOM U �\' W \�.SERED A,y PROJECT NORTH EXISTING 2ND. FLOOR PLAN G ��vIN sc '�i), SCALE: 1/8" = 1' �II � i N DRAWN: MH/MS N,A j SCALE: 1/4"=1'-0„ 9�` X22 9 Q� JOB#: '�o October 05,2018 SHEET NUMBER: A-6 1�' 1,21 l ilRR lITEfr:J1�,)T► 1 REVISIONS: 11'-81/z" a ---------------------------------- ---------------------------------------------- - e-Q-d--Q-d--e-, . d--Q--a----e-Q--a-----a---° i W a� 4 ° 4 ° .0 't '� 'A I _1 Do H O [STEP] e ----[STEPS]-------- --- °----- -- [STEPS]--------- ---- ---- [STEPS] --- 1 ° 4 1 ° N 1 1 I ° 4 ° 4 1 1 1 1 ' 1 I 0 1 EX.STOOP 4 -� ---------------------------------- IV REBAR@12"OC ------------------------------_ t D ' o O EX.STOOP - 1 REP DLACE , o COMPACTED FILL(MATCH EX.STOOP) ; ; -' p 1 EX.CANTILEVER e #5 REBAR @12110C 1 16'-0" 6'-8 C-1 0" EQ. 4'-0" EQ. cLG - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - G-5 1/2 p CLG x N /](2 /2X8 Aeg ; ,r p ° o - - - - - - - ' EX. CRAWL SPACE Q , 2X8 ACQ " I g @16"OC 1 � N 6'-111/2 LL -----1 ----- N Q CLG LAUNDRY I W 1 111 ; (3)2X8 ACQ FLUSH BEAN "1111 ; (3)2X8 ACQ FLUSH BEAM W I V 1 Illi + ilnli 6'-111/2 ninl - nm nnn CLG nn1 uun I O Inn oc unn oc �- Illlf - nrn u unn u 36X24 ACCESS tp nn1 �r nnn CY 2X8 ACO I � nw u null V @16"OC ' I Inu ¢ nnn ¢ •-----• --- -----+ - 1111' p 111111 p , , , ' _ ' ' ' , - - - - J00 . 1111• 111111 -!-------L-----L------- --------L�: --L--J '�--- ------ un1,N nnn N ---------- -- ---1-- --'1-------r-�•�-r-- 6'_3 CLG r- T--i-'- - -i -- 6 3 -- _ Q A --------� ----� ------- =C) O nnl v nnn - nn1" WWII p •---- •-----' •-----' �- -- to uu1 '11111 I �+ #5 REBAR N nn1 unn O •--1 411+1+-+ r7 ;o @ 12"OC 1 Int 1 1 nl n 1 IIII J I 1 111111 1 LL � Q 1 1 I 1 1 1 11111 1 1 111111 1 N _u H on 11111 111111 O u IIIII 111111 11111 OC 111111 p' O u z o _ 2x w EX. BASEMENT N N W @16"oc ,,,,,, STORAGE o o uu1 u nnn V FINISHED 11111 a 111111 u d'0' z 11111 u 111111 I Inn¢ nnn ¢ 6'-11 1/2 ::::,!2 I I II p 111111 p (D ¢ ,� � Iu^ nnn CLG 11111 N ,,,111 N I ., #5 REBAR Inn nnn " @12"OC nnl v nnn !0- 07 X IIIII y f fl 111111 , If f ff 'I'' �- Q 11111 8 _0 '1111 8 -0 6 -10 11111 , 11 -iTiIT 'i1i111 '� N v 0 (3)2X8 ACQ FLUSH BEAN{ , (3)2X8 ACQ FLUSH BEAM m M o L� G U 1 1 X .'" U ------------ i- -�--- ----------it W WALL MOUNT HEAT AIR 1 1 O mom+ (' `------ i ''-----' H ' 1 ® .O O i f2X8 ACQ i LEDGER BOARD TO BE FASTENDED xo 2X8ACQ ' O ---------------------------------------------- -------------------------------------------- _I i @16"OC TO BUILDING WITHTIMBERLOK® w @16"OC ; I , ° .''-. .--'. SELF-COUNTERSINKING SCREWS u �I(2)2X8 ACQ GIRDER r� �� BY OLYMPIC MANUFACTURING p pvp oho \ 8"CONC.PIER ' EX.CANTILEVER ; J o 1 - +-- - - —r -� (2 SCREWS @ 32"O.C.) bQ `� v \ r 2 %2X8AeQ ' .---------------------------------R- --' --r------------�- w/BIGFOOT 1 '�- , 1 .O 1 o v v i . "O d BF-24 FOOTING�� i~---4�- , I �° EX.STOOP ° -- 7'—Off -' 41—off `- #5 REBAR @12"OC a' 8"CONC.PIER U M w/BIGFOOT a 4 ° 4 4 ° 4 ° BF-24 FOOTING N 3 d ° 4SjEP1 4'D w s � E W PROJECT NORTH FOUNDATION PLAN- u u O N SCALE: -1/4" = V-0" U) N k a � Rill 22 2020 DRAWN: MH/MS SCALE: 114"=1'-0" ►4 JOB#: Monday,June 15,2020 SHEET NUMBER: REVISIONS: B"THICK CONCRETE z0 S1 WINDOW WELL (ALT.:6X6 ACQ OR SCAPEWELL) o Z HORIZONTAL PROJECTION(ie DECK) ' O #5 REBAR @12"OC v FY.0-- OREMOVABLE STEEL GRATE 4"min. LADDER t� RUNGS o min.3" #5 REBAR O•° PROJECTION Z @12-OC 44"max , *ADJUST FOR LARGER WINDOWS o• (OR LADDER EGRESS WINDOW (WINDOW SHALL BE ABLE TOz O• (PER CODE) 1 OPEN FULLY) z O LL o• DRAIN WINDOW WELLS TO BE COVERED WITH STEEL GRATE. COVERS SHALL BE REMOVABLE FROM INSIDE WITHOUT _ USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS. '"' ' z �,,o• 6"DEEP GRAVEL O.at WINDOW WELL DETAIL BOTTOM OF SILL EGRESS WINDOWS SHALL BE NO ADS DRAIN PIPE q4"max. MORE THAN 44 INCHES ABOVE FINISHED FLOOR HEIGHT. NTS LADDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER r THAN 44 INCHES AND SHALL PROJECT NO MORE THAN 6 INCHES INTO THE WELL.LADDER TO BE PERMANENTLY FIXED TO WALL OF WELL,AND HAVE A RUNG SPACE OF NO MORE THAN 18 INCHES VERTICALLY FOR FULL HEIGHT O•! ,ir W OF WELL. 'D • Q Q .� � a WINDOW WELL INSIDE CLEARANCE SHALL BE MINIMUM OF 36"X 36"AND SHALL BE ADJUSTED IN SIZE FOR LARGER 'A .• Q' P /1 O OPENINGS AS REQUIRED. ►r—"11 [� f Z ' 11'-81/2" 159-6" w z ---------------------------------------------- O • ---------------------------------- oD 0 0 ------------ [ ° STEP] I [STEPS] ° [STEPS] ° [STEPS] N 1 % I ' 43 4 EX STOOP/ ' 4 ' or) #5 REBAR @12"OC D O , , ----------------------------------+ EX.STOOP 1 1 REPLACE , �t I COMPACTED FILL(MATCH EX.STOOP) 1 ' / EX.CANTILEVER � � ' ' ' #5 REBAR @12"OC I 16'-0" 10 G-8 6'—10" EQ. 4'-0" / Q. Y CLG — - - - - - - - - - - - — — — — — — — — — — — — — — — 6'51/2 p T� CLG X V1 I 4714�♦ I �♦ (22X8 AC`¢ o W t X 0j LX8 EX. CRAWL SPACE ACQ 1 r� u 4J cV @16"OC p LL Q 6-11 1/2 Q+ ---- o. I O 31 - (3) ' Q CLG L UNDRY 2X8 ACQ FLUSH BEAM '11111 i (3)2X8 ACQ FLUSH BEAM Lu I ti +_Hill _ 1UI / 6-111/2 11111__• � 111111 wt`" Inu unn �`� �•' CLG I O Inn nnn Hill cC nnn aC uul LL1 unn L1-' I N nut C) nnn nn1 — unn un1 V n11n u �p unl O Hnn O( 2X8 ACO 36X24 ACCESS O Hill V uln, V @16"0 ----- '----- ----- - - I C/] Hill Q nnn Q 00 Hill p nn1, p , — I L__ --------L-- -1--�-- --- - - ------ 6_ , 1 _ 1 _ 6_3 _LG - ------ - Inn '111' "1111 I #5 REBAR 11111 111111 @12"OC Hill , i nnn 1 0 I 1 I 1 1 II I r 1111 , 1 null I _y, 1 I 1 1 I I I LL. �'`� 1 11111 1 1 111111 1 N U c-- •-IHK--• -+IHI+-• d 11111 111111 Ll.. 60 11111 111111 V Q Z 11111 �' 111111 ` o zxB ACQ „ :::::: o EX. BASEMENT X N w r 1111, 5 @16"OC „1111 � STORAGE N d l:v nn1 u unn u FINISHED O cri �' p IIIII 0' Illtll a t Z C•O C� V nn1 V nnn V �t <\ >✓. +� nn1 Q nun Q p Q O r �6'-11 1/2 �'^ "� X Lf) -" N H n l nnn Q LL O �.,� ++ W nn1 nnn 11111 N 111111 N I CLG LL #5 REBAR u nn1 null @12"OC Inn y nnn X }1 it 11111 `� , „ 111111 , „ LL' d 1" F w Lo u 11111 Willg —0 '111' 8 —0 61-101$ "� �GGyy 4111 1, 161111 O <.ru�( W ' 1H , (3)2X8 ACQ FLUSH BEAM 1111_1 , (3)2X8 ACQ FLUSH BEAM 1 III --'- -- -- 1 - 111111 -�- - - -- - - W 1 1 � m in WALL MOUNT HEAT AIR , 1 O -----' •-----' ' O� H U 1 I I O 1 f2X8 ACQ 1 LEDGER BOARD TO BE FASTENDED !n 12X8 ACQ O - -----------•----------------------------------- -------- ---------------------------------- -I @16"OC ; TO BUILDING WITHTIMBERLOK® N v v ' @16-OC ' I .'-- --' SELF-COUNTERSINKING SCREWS r 1 1 .'� i ° ° �� I _�I(2)2X8 ACQ GIRDER�� O �� BY OLYMPIC MANUFACTURING 4 W --' EX.CANTILEVER p p _ 8"CONC.PIER ,' �2)12X8 ACQ O �� ' ' (2 SCREWS @ 32"O.C.) �f 0 -1 ---- w/BIGFOOT 1 - � 1 -_ � % r BF-24 FOOTING'\ -�~---�� I <7 ° It, 16EX.STOOP 7'—o11 ' 4'-0" Lo #5 REBAR @12' 8"CONC.PIER w/BIGFOOTEm� W BF-24 FOOTING 4sjEP1 4'o V E=4 s [� E W PROJECT NORTH FOUNDATION PLAN N SCALE: 1/4" = V-0" KGs 47"' �'�"t,. C"� 4 DRAWN: MH/MS SCALE: 1/4"=1'-0" Y JOB#: Monday,March 7,2022 SHEET NUMBER: �5 i tib A-4 F .1,0E J . �.4 l J J4 . REVISIONS: \YIV)l 210.00' N 89121011 E CONSTRUCTION ENTRANCE v� W----------------- 0 PROPOSED ASPHALT DRIVEWAY POO Q o° ►-� d' i - \ 0m �: W w w vwi I i HOZ -- - w -- --�-- ° z°z -_ - U 00 ------- • ------------ --�--y--i-- -- --�-- O " � - N ------------- --±- i i i C; =�----- _�-- -- - - -- -- --�- - O CATCH BASIN C m h --,--- -------- _ ._ _�-- --y- w/ 8'x5 oAp _-_- -----�- PORTALAVTOREMAI • ON SITE FOR DURATION pRy\)/ELL 2 F_a OF CONSTRUCTION ' ' • W z 1 I h H IL Z a EXISTING DECK ' ' p' ' r i AND SCREENED H PORCH TO BE REMOVED F CONC. 30.0' F ........... - ------------- --J---- ---- -1 ......10'X5'STOOP 1 1 ' WASHOU ' ' O 7'X4'STOOP 16.0' 34.8 L aL 1 20.0' v SCREEN32,31 PROPOSED GARAGE o w Z --- -�-.0 �OI�CH r I 4'WIDE STAIRS i Z ' AND LANDING 1 ON LU I PROPOSED 2ND FLOOR EX. 2 STY. HOUSE , ' , I O � ADDITION F EX. ASPHALT DRIVEWAY , r • 8'x4' 1 I Z ' r i 1 ------- � I SOIL I IpR1(WELLI N � O - / LOCATION \ / 1 12'X4.8'STOOP 21.5'X4'STOOP EMOVED 0 \ / EXISTING SHED r ,� ' ^` TO BEP ' 0 V I•-�I LU L_i 8'x4' IDRYWELLE - - - - - - - - - - - - - - - - - - - - - - - - -- ---Y - - - - - ---,-- --•---;---•---,---•---y---+---y---i- --; ` ^, ` ------ ----- Lr) t- _ BRICK PATIO r I r--- �-� __r------•-----`--� d--__--- --- , ADE ►_; ON GR ,`'� ;T '�� iI�': . ... 1 ` ------------ -- i_; IL J d 1 I L_J 5F�\J� I 1 I 1 HAY BAY w/ SILT FENCING A 'v VI'' t ` ` P C'�ATE:V, ZY, B. LIMITS OF CLEARING TO BE t LUM36, CERTIFICATION -� 116.2 2' N 88011 "10" W _ -�-- --�- NO MORE THAN 20' FROM ON LEAD CONTENT BEFORE Zb PROPOSED W ' RTIFICATE OF 000tIY eORK AS PAN'Cy, �` --e j! [)!!or ; ' Y.r;.`. , INDICATED ON SITE PLAN . ;l� „ ��C, ARTMF��T AT SOLDER USED IN WATER c 65-1802 8 At,"! TO 4 PM FOR THE N v E SITE PLAN sUPPLYSYSTEI" VC 'V0T OLLOw,NG I�1 PEC:"t10(vS: m E ° m ai u `°' 1. FOUNDAT13N, - TWO REQUIRED x ® EXCEED 2110 0'� 1 to LU-0 FOR POURED CONCRETE ° � T o 2. ROUGH - FRAMING & PLUMBING O �' a ;r SCALE: 1" = 10'-0' - - X ° 3. INSULATION w 12 4. FINAL - CONSTRUCTION MUST a Ln E MEETS & BOUNDS BY: PLUMBING BE COMPLETE FOR C.O. PAUL BARYLSKI LAND SURVEYOR ALL PLUMBING WASTE ALL CONSTRUCTION SHALL MEET THE ° DATED: SEPTEMBER 23,2016 &V','ATER LINES NEED REQUIREMENTS OF THE CODES OF NEW 't TESTING BEFORE COVERING YORK STATE. NOT RESPONSIBLE FOR LO U � >~ v STORM WATER MANAGEMENT DETAILS � DESIGN OR CONSTRUCT{ON ERRORS. 00 ' rn SITE DATA. SCTM # 1000-87-M-33 _ _ N.T.S. All exterior lighting z. ,:_ o w 3 DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE FILL:'''' - HOUSE NEW ROOF AREAS: 907.5 CU.FT. INSTALL: irlStalled,replaced or < .:, .:, ; , . -, �q,g�� C�r;E� o PROPERTY: 18858.9 5 .FT. .43 ACRES 100/o RUNOFF,2"RAIN/HR: INET,4'deep DRYWELL Q repaired shall conforr.� �` '-��'%+'i = ' '`: ' '"' 'i 11-''''1 ^ to chapter 172 ✓ ,..... 152 CU.FT. 169 CU.FT.CAPACITY 13 ----- _ ' ESTIMATED AREA OF 11000 5Q.FT. - - of the To`vn Code GARAGE ROOF AREA: 806.0 CU.FT. INSTALL: GROUND DISTURBANCE: �1 L re 100%RUNOFF,2"RAIN/HR: 8'dia.,4'deep DRYWELL r W QI 135 CU.FT. 169 CU.FT.CAPACITY V NEW DRREWAY AREA: 1050.0 CU.FT. INSTALL: EXISTING HOUSE: 1445.5 SQ.FT. 7.7% j w I V) 100%RUNOFF,2"RAIN/HR: 8'dia.,5'deep DRYWELL 7, in 176 CU.FT. 211 CU.FT.CAPACITY EXISTING SCREENED PORCH: [200.0 SQ.FT.] [TO REMOVE] Must provide Manua S Q' EXISTING DECK: [195.3 SQ. FT.] [TO REMOVE] D, J and S as per C'UUY Qr N NOTES: OGEE GUTTER-STANDARD 5" NYS energy Code UNLAWFUL ' EXISTING SHED: [100.0 SQ.FT.] (f0 REMOVED USE IS A � g �` � �Fi'VATE K 1).A).DO ION: �I����""I O UT C �I�T\ A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. I 2).PREPARATION: r o c V U gam[.]N C Y u A).CLEAN SURFACE THOROUGHLY PRIOR TO RECOMMENDED B o ` P-11 B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR PROPOSED SCREENED PORCH: 288.0 SQ.FT. 1.5% 5 CU.YD. 1 CU.YD. Vvv ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR ��{m fief do or � _ . METALS WITH PROTECTIVE BACKING PAINT. IIJJ �r 3.INSTALLATION: o IZ(I C E '3 j� TRUSS PLACARDING REQUIRrD A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. PROPOSED GARAGE: 66O SQ. FT. 3.5 /0 40 CU.YD. :5 CU.YD. � ,i�'� 1, 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2•'FOR EVERY 40'OF RUN. f;re 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT �FtE D AA? C CONNECTORS. DRYWELLS (2)8'dia.x 4' 10 CU.YD 4 CU.YD. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL ��AA\� ��I IN SCy �, �v `� N CONNECTION WATERTIGHT. DRY WELLS TO BE 10'MIN. 4).PROTECTION: AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. Q I N B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL * * DRAWN; MH/MS COMPLETION. 00 C TOTAL: 2393.5 SQ. FT. 12.7% 55 CU.YD. 31:U.YD. e_ .� SCALE: 1/4"=1'-0" e a e o 1 1 1 1 2339 OQ' TOB#: FOF •4 Apri107,2017 NE� R SHEET NUMBER: ,H IS REVISIONS: M� W rVl V Q ] ELI a' o r O H a W Ln N ` E O 4 H7 � C) wz H YLl , • {' / \ NF1- kfir a l -1 \\ tt C{ � 1t 1-� Jllil \ ' f \ # ti 4 j. V 1 PROPOSED NORTH ELEVATION o SCALE: 1/4" = 1' o W � zQ o a w 0 o N v c� oll +u3 X _ V o" M X O v U o 0 1 Ei 0 PM E a a o D N r. wG v o a N W O U) U) FTT FFP� N ' � U - A EXISTING NORTH ELEVATION ��REpARc 5 s /x SCALE: ;1/4" = 1' IS'w N * DRAWN: MH/MS SCALE: 1/4"=1'-0" N e a JOB#: 1�1 022338 � March 10,2017 Off F NE SHEET NUMBER: - 1 REVISIONS: - 00 �o DO O OIC O OO ' O l mLiV 1100' '00or '000or � W y � W "V C7 W � � zA d } .'f -E LL th OTrO f ti 0- t0 MT PROPOSED EAST ELEVATION PROPOSEDWEST ESCALE: 1/4" = 1' o SCALE: 1/4" = V W � Z. � a N x+ o O N N cm O cn O . ® a X00 O u 0 0 Lr, " o cn un � W R.. W �i EXISTING EAST ELEVATION SCALE. 1/4 1 _ , EXISTING WEST E - SCALE: 1/4" = V \11N se DRAWN: MH/MS SCALE: 1/4"=1'-0" —' JOB#: March 10,2017 022339 yQ� SHEET NUMBER: ccOF NES A-2 REVISIONS: �J o Q U Q Ell m _ o I w 0 ;Z aW N Z � O " � W z P4 U-1 ♦♦ ♦ ♦♦ 'I-'�. I . .1,. t �mt int ♦;' 7 -' T ♦ 17� t rTl ♦ ♦ +aVE ♦ 1 /rte`/'////� W ♦ ♦ {j tij�# - t �♦ !�${tl�t t1$.r't {�i lifq / * / Ell- PROPOSED SOUTH ELEVATION � o SCALE: 1/4" = P W x o a � o z �D O 0 N v X O C, }+ w % *� z V L') v ® FFH C) m U r-a ,. N v ® ® � a �n N cn W U ® o 1 D N U d EXISTING SOUTH ELEVATION SCALE: 1/4" = 1' RED q � Roti 0 * N DRAWN: MH/MS SCALE: 1/4"=1'-0" N� e JOB#: '9T 22339 �� March 10,2017 F 0 F NE �( SHEET NUMBER: A-3 REVISIONS: F--1l1 hMM U 11'-81/2f, 15'-6" zz ---------------------------------------------- a % ---------------------------------- , e e Q e Q ° e Q e Q Q ° Q ° 1 p p p p ' 00 w i % [STEP] p i ° ---- ----- ° --- [STEPS]----- ° ---- --- [STEPS] [STEPS] ° ® ----------------------------------------+ LEDGER BOARD TO BE FASTENDED �° i i Q i OF) TO BUILDING WITH TIMBERLOK® 'p EX.STOOP14 }_�I #5 REBAR @12-OC D O SELF-COUNTERSINKING SCREWS 1 1 REPLACE , , ------ - ----�""- ------"-----"� EX.STOOP 1 1 I O �+ v D ' COMPACTED FILL(MATCH EX.STOOP) ' ' d BY OLYMPIC MANUFACTURING p /; EX,CANTILEVER (2 SCREWS @ 32"O.C.) 1 ° 1 1 I 1 #5 REBAR @12-OC I i 16'-0" #5 REBAR @12"OC EQ. 4'-0" EQ. 8"CONC.PIER w/BIGFOOT (2 X8 A BF-24 FOOTING cN O I I EX. CRAWL SPACE I 2X8 ACQ 1 `t � @ 16"OC ; (3)2X8 ACQ FLUSH BEAM' ' (3)2X8 ACQ FLUSH BEAM V 1 uinl -; 11111 v i,lll� 11111 1I 1111 nn, unu un1 � u1u1 w un, w 11111 111111 11'-6'f VIII � 111111 9'—9ff 1111, u 11,111 u ,,,,, O ,,,,,, d (VIF) (VIF) 36X24 ACCESS un, V uu" @16"OC Inn Q 1111" Q 00 un1 unn p un1 nul, ----------------- ------'- -'---'- -'-/- ------L- -L-J- -J----------------- II I I I x 111111 N ' - --' ------ ' ®� ' ' - --' ------ 1 i- I I _ I O ----------------- In nn1 r -r -1---1- -r- -r-�- - --------- 0 O 11111 � unn ul 1 1 1 1 1 t VIII u1n1 LALL LUMN w/ LALL't'"COLUMN w #5 REBAR N iHIt- 3'X3'XI'CONC.FTG. 3'X3'XI'CONC.FTG @ 12°O C O 1 VIII 1 1 Inn, 1 o O I n 1 nn 1 1 unu 1 1 I 1 1 n 1 0. � uul � uun 1 nlll 111111 11111 111111 VIII Eli mill c[ 11111 IL2xg ACO 111„ o ,11111luEX. BASEMENT C uj z un, @16110Ca u. rN O u1n a uun �7 11111 01 ,1111, (y z 111,1 V ,11111 u J unl Q u,nl Q M 11111 � 111111 O LL 00 11111 111111 x #5 REBAR 11111 N tlllll N @12"OC 11111 � 111111 1!� LL f fl , ff 0 11111 8 —0 11 11 8 —O un1 I611n _ ATENATIVE DESIGN w/NO LALLY COLUMNS ADDED: N v -k3,) INSTALL V STEEL EACH SIDE OF EXISTING GIRDER. Cl) d O o ' 2X8 ACQ FLUSH BEAN[ , (3)2X8 ACQ FLUSH BEAM � m ai v 111 1 ,11111 Q REPLACE FOOTINGS AT EXISTING COLUMNS WITH 1 HI'-7 54"X54"X12"CONC.FOOTING REINFORCED WITH I 1 X In v v (5)#5 REBAR EACH WAY i i ® P� M o 1 1 I 1 I O 1 2X8 ACQ 1 LEDGER BOARD TO BE FASTENDED O X I 2X8 ACQ I O _r_ I ; @16"OC TO BUILDING WITH TIMBERLOKO P-1 w Ude v, @16"OC ; I , d- SELF-COUNTERSINKING SCREWS � ' EX.CANTILEVER , ' t(2) X8 ACQ GIRDER i BY OLYMPIC MANUFACTURING O o0'o 'p � � � 8"CONC.PIER 2) XS A , , ' (2 SCREWS @ 32"O.C.) BF-24 FOOTING ° EX.STOOP 7'-0" ^ 4'-0" #5 REBAR @12"OC p p 8"CONC.PIER U m W/BIGFOOT 00 BF-24 FOOTING cv v ° O W QD'p .QDSEEP?QD'p 1 -C" S H E W PROJECT NORTH FOUNDATION PLAN u N SCALE: 1/4" = V N . d U [N Scti yi�F DRAWN: MH/MS N SCALE: 1/4"=1'-0" JOB#: N � March 10,2017 X22339 ��� SHEET NUMBER: OF NES REVISIONS: CHANGE ROOF PITCH: 8: 12 ENLARGE —► f ENLARGE —► ------------ 6'-31/2„ 6,-31, L___________� FWH9068SASR (----- -d REPLACE DOOR DOOR DW , Op p FWH9 68SASR ---------------- ------- -------- ---- (2)13/ 117/8 ML EADER .I (ALT.:(2) 0 w/1/ "STEEL) (2)1-3/ 11-7/8 ML EADER (ALT.:(2) 10 w/1/ "STEEL) P Ln N EX. BATH N 00 EXP S I Cz N ' \V\ L 00 00 6X6 POST LNDG. A EXISTING KITCHEN 2 N Q X 1 (fYP) ALTERED i S-16" 3f—O�� 16'-0" 1 N I 7'-1,1 I I I � 5-6X6-9 SCR.PNL. 3-0 SCR.DOOR 5-6X6-9 SCR.PNL �1 z ILL 1 R o I Iz (2)2 DF#2 HE ER --- FI I 'Q Lu. = o0 0 Q J u I I N I iV W " N I IS C�l OC , , rz------------------------------------- ------------------- ---------------------------------------------------------- X x EX. DINING ROOM I I 1 i FF, _Ij--�I a. STEEL, 1 1 SS -y O v1 , I I I I STEEL `� o I NEW HALF ALL COLUMN --------------------------------- x -------------------- �./ I x-------- 1-3/4X1b MLl1P5ET EAM------- - --- -�.�-�_ �..�.�.,I_ ..-�►.w�NIL hRe�+� . - �) (2)2X10 /1/2"STEEL - (4)1-3/4X11-7/ ML w/(3)3/4"STEEL UPSET BEAM � F-;m FLU BEAM _---- - 5X3XI/4 ..i w I STEEL 7 Cn d w i NCOLUMN -- -�------i--EX.-SC R€EKED-PORCFf------------- Co bDTO BE RE-BUILT _____ ___ EXISTING FAMILY ROOM E-+ X 0 CATHEDRALCLG. ENLARGE x --------- ---------- -__-_ _--_- -- o N I I -- --- - zo Co EXISTING LIVING ROOM 1 I ------ -' II N a 1 I EX. ENTRY - v )1-3/4X9-1 ML HEAD 1" (2)2 DF#2 HEA ER _ FWH60 11APLR TW 5-6X6-9 SCR.PNL. 3-0 SCR.DOOR 5-6X6-9 SCR.PNL. 6' p" 6'—O" V 1 I I � ' I 1 REPLACE ENTRY � NEW STOOP 1 1/63/01/6X6/8 ----------------------------------- ------------� 1 LNDG. I 1 -- ----------------------------------- f—ENLARGE —► ------------; REMOVE EXISTING BRICK EXTERIOR p Q O N � O PROPOSED 1ST. FLOOR PLAN NAME: EXISTING: ALTER/ADDITION: TOTAL: i i 1� EXISTING CONVERTED LICONDITIONED 1ST.FLOOR: 277.5 SQ.FT. SCALE. 1/4t� - ANDEPLACE SHEETROCK EMOVEC ILINGJOIVE STS(NC. X.SPACE ON 8) COLLARS, CEILINGS N (MAX.10'OC)AND INTERSECTINGWALLS,LOAD-EARING WALLS, 1116.9 SQ.FT. [FROM GARAGE] 1394.4 SQ.FT. NORTH SIDE)FOR NEW FLOOR SYSTEM ABOVE.NEW FINISHED FLOOR TO FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. MATCH EXISTING.OVERHEAD DOOR TO BE REMOVED AND OPENING PER CODE. 2ND.FLOOR: 898.7 SQ.FT. 507.5 SQ.FT. 1406.2 SQ.FT. S CLOSED OFF AND AS SHOWN/NOTED ON PLAN. PROJECT NORTH 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE GARAGE: 277 5 SQ.FT. -277.5 SQ.FT. E 2).REMOVE AND REPLACE EXTERIOR SIDING AND OPENINGS THROUGHOUT. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING [CONVERT LVG.SPACE] HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. N 3),EXISTING SCREENED PORCH AND DECK TO BE REMOVED AND NEW SCREENED PORCH TO BE BUILT. 10).INSULATE ALL EXTERIOR AND INTERIOR WALLS.SEE ENERGY SCREENED IN PORCH: 197.3 SQ.FT. +285.8 SQ.FT. 285.5 SQ.FT. COMPLIANCE SPECIFICATIONS. [REMOVE] [REPLACE] WALL LEGEND 4).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH m N cu N I~ o ------_-------- RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. G +mss ENCLOSED PORCH: 296.6 SQ. FT. -296.6 SQ.FT. - --------------j WALL TO BE REMOVED MANUFACTURE'S INSTRUCTIONS. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT wu SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE cri DECK: 200 SQ. FT. 5).PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED(MATCH EXISTING). AREAS. EXISTING WALL d [REMOVE] 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 12).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. � W 4,IS NEW WALL ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. Ln v 13).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. 000044 NOTE: 7).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS It DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL OTHERWISE NOTED. 14).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS � u [INT.:2X4=4-1/2",2X6 = 6-1/2",EXT.:2X4=4-",2X6 = 6"] OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. Lo U m DIMENSIONS OF NEW WALLS ARE FROM STUDS [EXT./INT.:2X4= 3-1/2",2X6=5-1/2"] 15).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. N v C, W G W H 00 U 001 0 U) 1 1 EXISTING KIT HEN EX.DINING ROOM -- - �•--- - EXISTING FAMILY ROOM 11 /1 EX.SCREENED PORCH " It 11 II 11 FSI 11 EXISTING GARAGE 11 11 EXISTING LIVING ROOM 1t 11 11 11 EX.ENTRY EXISTING DECK . ED \ ARcy CN \j IN VX ........... .... ...................... �� Q� f 53 -A iii= N DRAWN: MH/MS SCALE: 1/4"=11_011 N� JOB#: S 'yT PROJECT NORTH EXISTING 1ST. FLOOR PLAN 022339 0� March 10,2017 SCALE: 1/8"'= 1' O F N E`N y SHEET NUMBER: A-5 REVISIONS: 20'-0" 4'-0" 11'-81/2" 4'-31/2" 10 TW3046 TW3046 2X8 HDR (2)2X8 HDR 3: _C'4 0 0 'o M N _ EX. BATH EX. BATH rn ALTERED � f ° tr u z EX. BEDROOM + u C° Q MASTER BEDROOM LL 5'-7„ CN 19'-6" EX.W.I.C. r Q ° o W o ALTERED 1 " x \ !� 0 z iv iv 4 -10/2 � 12 -7 h � !�rs� O � (2)2X8 HDR (2)2X8 HDR N I W a ---------- I 2'-6" L 2'-6" y a N O N C C ° - --- -- �, 0 -- -' --- E O w _ ' N Q � z N __ _-___ MASTER BATH = 0 W a_ ' Co r N WALK-IN EX. BEDROOM CLOSETcc N \ w ' O EX. BEDROOM (2)2X8 HDR (3)2X8 HEADE o TW2836 TEMPERED ° = CX24 v- N 3'-33/a" 12'-41/4" r N 20'-0" O Q 1).REMOVE AND REPLACE EXISTING SIDING AND OPENINGS THROUGHOUT. 8).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 2).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZINRING SHANK OR SCREW SHANK G. NAME, EXISTING: ALTER/ADDITION: TOTAL: PROPOSED 2ND. FLOOR P MANUFACTURE'S INSTRUCTIONS.AILS AND SUBFLOOR ADHESIVE PER 9).INSULATE ALL EXTERIOR AND INTERIOR WALLS.SEE ENERGY C) Q COMPLIANCE SPECIFICATIONS. O 1ST.FLOOR: 277.5 SQ.FT. i n 1 3).PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED(MATCH EXISTING). `n 1116.9 SQ.FT. (FROM GARAGE] 1394.4 SQ.FT. SCALE. 1/4 = 1 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. 4).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT 2ND.FLOOR: 898.7 SQ.FT. 507.5 SQ.FT. 1406.2 SQ.FT. S SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE O 5). EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. AREAS. GARAGE: -277.5 SQ.FT. E PROJECT NORTH 277.5 SQ.FT. (CONVERT LVG.SPACE] 6).PROVIDE 3-2X6 DF#2 HEADERS OVER ALL OPENINGS UNLESS 11).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. N OTHERWISE NOTED. SCREENED IN PORCH: 197.3 SQ.FT. +285.8 SQ.FT. 12).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. [REMOVE] [REPLACE] 285.5 SQ.FT. WALL LEGEND 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 13).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS --------------- FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. ENCLOSED PORCH: 296.6 SQ.FT. -296.6 SQ.FT. - --------------, WALL TO BE REMOVED, PER CODE. INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. DECK: 200 SQ.FT. _ EXISTING WALL 14).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. [REMOVE] 0 NEW WALL N 00) NOTE: rn , m o DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL xLn � u (INT.:2X4=4-1/2",2X6=6-1/2",EXT.:2X4=4-",2X6=6"] 0Cf) cf) p DIMENSIONS OF NEW WALLS ARE FROM STUDS 14 [EXT./INT.:2X4=3-1/2",2X6=5-1/2"] V Ln v E a\ Cn O O FE&Aaa MREX.BATH EX,BEDROOM El a ' W EX.W"I.C. U V O 1) N EX,BEDROOM EX.BEDROOM r� V Fra (rNCbi EDPROJECT NORTH EXISTING 2ND. FLOOR PLAN N s)N4 SCALE: 1/8"= 1' n-A * DRAWN: MH/MS SCALE: 1/4"=1'-0" '9022338 Q- ]OB#: TFOF N E��O March 10,2017 SHEET NUMBER: A-6 REVISIONS: EXISTING ROOF STRUCTURE TO BE REPLACED / 2'-0"OH -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - -- -- -- -- -- - , I /--- -- -- -- -- -- -- -------------------------------------------------------- I ' , 1 1 12 I I ' I EXISTING ROOF STRUCTURE TO BE REPLACED ' __ __ , ; ' CtCx $ / oc ' 1 I 11 II I ' I �1 12 / , I 2X10 RIDGE------------------ Q — ——+ 1'0"i --—-------—- -—--- —i i--- i I r—————————————————————————————————————' O OHI ' (2)1-3/4X11-7/8 ML RIDGE I ` � I 12 Ct 12 cz ' 8 ' , , • —————— , I —— —————— ——— `----------------- — L �__________________________________________ � 1 , r _ —__________________________ ----------------------------- -------------- - OH O OH 1 , II II 11 T A 11 I 11 / I I / -4 x 0 1).INSTALL 2X4 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 2).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE (MAX.10'OC)AND INTERSECTING WALLS,PROPOSED 2ND. FLOOR PLAN PER FRAMEDCHIM EY/DUCT CHASES, E TS,LPIPDPENETRAT BEARING ONSI,etc. COMPLETE. COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS ED SCALE. 1/4" = 11 3).APPLY 1/2"THICK.FIR CDX SHEATHING OVER ROOF FRAME. 8) USE GALVANIZED(ZINCINSTALL ASPHALT COATED)ROOFING NAILS,11 WRITTENING AS PER MANUFACTURES 2 GAUGE WITH AT INSTRUCTIONS. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. S 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT PROJECT NORTH DIRECTLY TO THE DECK ALONG EAVES. CUTTING INTO SHINGLE SURFACE. 0 E 5).USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING. 9). VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA N 6).ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. �u,, WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO X �. U CONCEAL VENT. Cf) u 10).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. XX � W w u 'Ca .,a, 0 00 Lf) U N a v � W STORM WATER MANAGEMENT DETAILS W ROOF AREA:907.5 SO.FT. N.T.S. AT 100%WATER RUNOFF:152 CU.FT. V PROVIDE(1)8'DIA.X 4'DEEP DRYWELLS 0 DRYWELL CAPACITY:169 CU.FT. OGEE GUTTER-STANDARD 5" H NOTES: 1).EXECUTION: �1 A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. U / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. Q. PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR W METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD;FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT CONNECTORS. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEALg.E D CONNECTION WATERTIGHT. S DRY WELLS TO BE 10'MIN. 4).PROTECTION: ��cJ V IN A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. Y AWAY FROM HOUSE B),TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL ' O D COMPLETION. * DRAWN: MH/MS o Docs_, I N SCALE: 1/4"=1'-0" * JOB#: _g �.�—�✓ �' March 10,2017 9�F X22339 ��� SHEET NUMBER: �F N ESN A-7 REVISIONS: 2X10 12 RIDGE 2X4 COLLAR TIE @48"OC 2X8 DF#2 R49 RR @16"OC INSULATION 2X8 DF#2 CJ @16110C 3 2'-0" OH -,11/4 1 1/4411/4 1 1/4 1 1/2 LA�. PRESCRIPTIVE DESIGN PER R402, 2015 IECC: o H SHO ER BAH ILU 0�— R20 o0Q INSULATION „4 3 FLOOR SPACE R30 CEILING 49 cj W 2 2 "'4 C.O. R-VALUE R-VALUE: MASTER BEDROOM MASTER r W x 3 2X6 ST (TYPJ(TYP.) BATH Q I� 16"OC *EXCEPTION FLOORS : FENESTRATION — - - — 3/4"SUBFLOOR IF FRAMING MEMBER IS R19 U-FACTOR: 0.35 2X10 DF#2 FJ @12"0C 2X10 11/2 11 /4 I3. TOO SMALL F.A.I. — - - — (4)1-3/4X11-7/8 ML ? Z W LAV. w/(3)3/4"STEEL a W. UPSET BEAM a ER FRAMED WALL GLAZEDUlm � pa Z R-VALUE: R20 FENESTRATION 0.40 0 p 3m 11/4 20 SHCR: I FAMILY ROOMRz0 Z U C.O.1UO INSULATION Ouo BASEMENT WALL F—a O (CONDITIONED SPACE) 10/15 SKYLIGHT 0.55 UNDER D BLOCKING UPI HPI SLOPE"1/4"PER FOOT PITCH TO DRAIN 4 _ U-FACTOR' W TO APROVED R-VALUE: 4"C.I. SEPTIC SYSTEM —_ _ — 3/4"SUBFLOOR 5/4 DECKING TRAP HOUSE y EXISTING FJ 2X10 DF#2 FJ @16"OC 2X8 DJ @16"O W Q A R301NSULATION 2X4 ACQ PLATE A .. : (2)2X8 EX CRAWL SPACE PLUMBING SCHEMATIC ; EXISTING GIRDER 4 I EXISTING ,; ,; EXISTING EXISTING ,� 4 8"dia CONC. 0 PIER N.T.S. ;---------------------------- • 4 M BF-24 BIGFOOT FOOTING --` SECTION A-A SCALE: 1/4" = 1' � Q CIA W � � Q o a a/ o 00 - o J= 00 - - o - 00 00 CD o M o o_o CC,,,, cru M G �0 X ( 1"' �F­j= ri U , O - a, In u o x 2" 2" 2" 129 4 r' (2)1-3/4XlT-7/8 _ ° u it u iILLIL =o 0w � r r I l og FASTENER TYPE: SPACENG: No.6 WOOD-SCREW BASED ANCHOR WITH 16"DC J 1 J tin.EMBEDMENT LENGTH /f 1 ' ' • / ( r' ( �1 ( I� 2 2X10 DF#2 No.ID WOOD-SCREWS11• I •• J 1 • • O C]O (2)2X10 DFA, BASED ANCHOR WITH 16"OC t I I I 1 • = tin.EMBEDMENT LENGTH I I� I I 1� ( I I I I =F`Q= _ WL 1/4in.dia.LAGSCREW BASED ANCHOR WITH I6"OC EMBEDMENT LENGTH _ I _ _ _ 1 1 • ,11 I 1 , jccI i _ • I _ •' I i itIlI0000 V • t I ` I I 1 3/4 APA PLYWOOD OOO 0 SHEATHING I/2"APA RATED SHEATHING 1•tilI 1 I/ / I 11 I l ''l/I�©I GR ADE PLYWOOD NATIVV:7/1II I / 1 Iti �I �•1/2"'APA RATED SHEATH N (AIERO.S.BJ I� I,I I t Iti D OGRADEPLYWOOD (ALTENATNIVE: �O1�O0�0 �y 7/16"O.S.B.) 7OI�C� / � / i 1II / ' I I • I • � ' •e I � • I ) I • 00�� FASTENER TYPE: SPACING: 5 4 DECKING 5/4 DECKING==� 5/4 DECKING - - - - / / / 2X4 DFA2 No.8 WOOD-SCREW ( ( STUDS I I I ! ( I /I I �I ( I @ @ 2X8 @T6"OC BASED ANCHOR WITH ID"« • I r \ I I I 1( OI I 2X8 @16-OC O 2X8 16"OC (5)2X10 ACQ GIRDER WINDOW SILL 21n.EMBEDMENT LENGTH 11 1 J ' S 2X10 ACQ GIRDER V TYPICAL WINDOW OPENING No.IDWOOD-SCREW6 ,' I .• (z)2Xs BASED ANCHOR WITH 12"« I 1 I I y 12"dia CONC. '• 12"dia CONC. 12"dia CONC. (2)2X8 PANEL SPAN EQUAL OR SMALLER tin.EMBEDMENT ; I I ( I ' 4 GIRDER 4 PIER 4 PIER PIER 4 GIRDER 4 W THAN 4 FEET y I I I S I i I 1 I I I f PIER -4 c . •4 8"dia CONC. O 1/41n.dla.LAGSCREW I I ' I I 8"dia CONC. •. BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH _ _ PIER TYPICAL DOOR OPENING �''' o'er•'. _ _ _ _ MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: PANEL SPAN GREATER THAN 4 FEET 2-2X4 DF#2 STUDS CONNECTED BF-24 BIGFOOT 24"X24"X12" 24"X24"X12" 24"X24"X12" BF-24 BIGFOOT AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8WOOD-SCREW CONC.FTG. CONC.FTG. CONC.FTG. FOOTING THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS BASED «ANCHOR WITH 8" FOOTING AND NUTS @ 2'-0"D.C. No,10 WOOD-SCREWS TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9^« �aD AR,, 21n.EMBEDMENT LENGTH f PANEL SPAN GREATER THAN 6 FEET 1/4h dia.LAGSCREW AND AN 8 F SMALLER SECTION B ��� �v1N spy %. EQUAL BASED ANCHOR WITH 16"« tin.EMBEDMENT LENGTH t—` - WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SCALE: 1/4" - 1' �� -7 O—A AS PER SEC. 1609.1.2, 2015 IBC; ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) — , DRAWN: MH/MS r ylr SCALE: 1/4"=1'-0" WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" JOB#: AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO (�� n-ae •� 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 -9 Q2 3'3q March 10,2017 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. �O SHEET NUMBER: 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. 0 F Ne HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. A-8 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS ° ° ENDWALL RAFTER CRIPPLE STUD WALL STUD o ° BOTTOM PLATE o RIDGE LEDGER BATHTUB ° HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT H CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. h--i 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18 o. SLOPE HANGER PPLY TO EACH RAFTER LEDGER ( ) ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING ®24'OC rr �l V WALL STUD THROUGH-ROOF EXHAUST Va ENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP W CRICKET AT TOP-SIDE OF VENTILATION CHANNEL W Q RIM BOARD CHIMNEY AS REQUIRED O RAFTER SILL PLATE(S) EN 3 WALL SHEATHING RAFTERS MAINTAIN y E-+ VENTILATION Z/x SIDEWALL FLASHING WOOD JOIST FOUNDATION - TOP PLATE BLOCKING ' FINISH WALL AND MOISTURE X H 2x4 LEDGER BLOCKING Z STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O O 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 Q� INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT {„�J 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. tcONTIN. SOFFIT / EXT. PLYWOOD W INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION AND SO AS TO MAINTAIN AIR SOFFITED EAVE 41 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO ON ALL OPENINGS / AC TION 4" - 6" RAFTER RT10 10-3/4" x 18gai. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS / 8" - 12" RAFTER RT20 21-1/8" x 20gai. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL (� ' / ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING Q SHINGLES AT BASE MIN. 4 INC HES THROUGH VENT Q WOOD JOIST � Q a TOP PLATE GIRDER/HEADER SIDE WALL FLASHING Ex, 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4' - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2° ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH LDS THE PROPER STEEL CONNECTOR. FROM PEAK TO ALLOW FREE ON ALL OPENIRAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TOIF ABLE, SET FIR JOISTS APROX. 1 2' HIGHER THAN LVL HEADERS INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE / 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 TERMITE SHIELD m 4'� L� oSILL GASKET c OISTS CONC. SLAB GASKET NE ,�. 2x6 2x8 CONTINUOUS WOOD PLATE cn `Y' c o TYP. CONC. FOUNDATION ( ul A6 MIL. POLY V . / r_q � DAMPPROOF EXTERIOR V GRANULAR FILL ° ' I BOLTED TO STEEL BEAM WITH O r x o u 6MIL POLY ON EXTERIOR 1/2 "I DIA. BOLTS ® 48" o.c. STAG. ° V s STEEL COLUMN ' 41 A ROOF JACK �`� o 00 v CONC. SLAB ' 'p - r. \� . " �� STEEL B EAM � u q e A p \�,� " ANCHOR BOLT EMBEDMENT: 1 �` .5 ,o M m R' ° COMPACT FILL POURED CONCRETE: 7" I 4" x 1/4" x 8" STEEL `� +u n x 4 BLOC K WALL: 15" ` ROOFING LAPS . TOP AND BOTTOM PLATE In U v V ° p FLASHING AT ' rn � •:. c �'^ n CONC. FTG. p d Q'p v' SIDES AND TOP WITH 1/2" x 6" ANCHOR BOLT � KEYWAY FOOTING o � ° : O ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS 1/2" GROUT cv v a ° (USP LBPS58 OR BP583) �� .0 W 3 1 REINFORCING BAR " I I 3" STEEL COLUMN ANCHOR BOLT CONNECTION FOUNDATION 5/8 DIA. ANCHOR BOLT I DRAIN TILE p SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) �RED R SILL PLATE TO FOUNDATIONROOFING AT BOTTOM \cl \11,N CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATION TYPICAL BEAM DETAILS �� ; W TYPICAL CONC. 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 , '. =`��: N H WHERE NEEDED FOR STRUCTURAL BRACING. ALL BOTTOM PLATE TO FOUNDATION 1-2 :STORIES 57" OC � * � SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL 0 9 ,� O�� 0 SUB FLOOR SOF IN CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL DOOR H I USE 2X8 STEEL BEAM FOR BLOCKOUT ' 4" SLAB P.T. PLATE W/ 6X6 WMM I SLOPE ' 1/2" AIR SPACE `�` I 0 �1 , o 4"DRIVEWAY — NOTCH JOIST AND ADJUST HEIGHT AT END AND �r 7 1 �" •► a ea a (WITH A NAILING PLATE IF NEEDED) BEAES M HER THAN OF WOOD �'� D D sa n �a a TOBE BEAMTO ALLOW FOR BL OX. 1RGSHRINKAGE ST GRADE . �"-'-« ' , , ° r, n O n (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) �..41 6X6 W.W.M. •° - e - - „D „ �. o c, o ,p MIN. C .e'D ( o D �'� 4 n'� ° o _`NOTCH BEAM FOR MUIDSILL IF REQUIRED -- MAXIMUM p p O e e ^ �D _ +�—SUB FLOOR d REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAMv' n �' GI _ y D REINFORCING BAR e , _ ° Oe,°' �D �rn 01ST DRAIN TILE ��-�I o d n SHEET METAL / 30# ''FELT UNDER BEAM AT POINT ' 4 � n Oe Oe l7 STEEL BEAM 12 0. OF CONTACT WITH CONCRETE OR CONC. BLOCK _ _ITi SII_ c•° C 3" PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. A SHIMS TO LEVEL BEAIM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM DRAWN: MH/MS GARAGE DOOR BLOCKOUT SCALE: 1/4"=1'-0" i q BEAM POCKET JOB#: March 10,2017 SHEET NUMBER: A-9 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS CODE: 2015 IRC, 2016 NYS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD 4"MAX. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS KING STUDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TOTO HEAVY MODERATE 11 NONE 4"DIA. MAXIMUM RAFTER CRIPPLE STUD DECK AND COVERED PORCH NOTES: LEDGER 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. RIDGE HEADER All fasteners,hangers and anchors to be galvinized or stainless steel. 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored Z � RAFTER JACK STUDS into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ZD m 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. RAFTER-TO-LEDGER CONNECTION 4). Deck joists to have blocking at 8'0 o.c.. E---I LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION ll RIDGE-TO-RAFTER CONNECTION rFTFER SIZE USP NUMBER I DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing MM---1 LOCATION USP NUMBER DESCRIPTION APPLICATION2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers F-�•1 STAIR RAILING and nuts at 16"o.c. ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 118ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 6).Concrete piers shall be a minimum 6"above grade. 1-1/2"SPACE V to 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored MINIMUM to girder(s). RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. �T� Q HANDRAILS 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal W Z RAFTER for any contact with ACQ. 0 U POST TOP PLATE HANDRAIL NOTES: TOP PLATE All required handrails shall be of one of the following types O 0 BALUSTERS or provided equivalent graspability. U RIM/DECK JOIST ° 1).Type I. Handrails with circular cross section shall have an WALL STUD WALL STUD outside diameter of at least 1-1/4 inches and not llreater OPEN BALUSTER ATTACHED TO WALL ° than 2 inches. If the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater W HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 6-1/4 inches with a maximum cross section of ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLAT STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION dimension of 2-1/4 inches. OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH RAFTER/PLAT RT15 TYDOWN ANCHOR 2).Type 11. Handrails with a perimeter greater than 6-1/4 SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR inches shall provide graspable finger recess area on both EACH RAFTER CONNECT OVER USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS sides of the profile.The finger recess shall begin with a CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR p g g PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD distance of 3/4 inch measured vertically from the tallest EACH RAFTER portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the 4"MAX. tallest portion of the profile.The minimum width of the handrail above the recess shall be 1-1/4 inches to a O 4"DIA.MAXIMUM maximum of 2-3/4 inches. Edges shall have a minimum GIRDER/HEADER radius of 0.01 inches. '(ERC A�C �M-•1 Q GIRDER/HEADER ° y0 NAILING SCHEDULE t^ 0 ° 1 W ° * �� ~j► 0 Q JOIST POST/COLUMN ° -i �-1 o ° ROOF SHEATHING: - N * O ZD POST/COLUMN NAIL NAIL N 0 JOINT DESCRIPTION Q-n, SPACING NOTES J� 0 9 0 STRUCTURAL PANEL 8d AS PER TABLE 3.8 F ��( 0 GIRDER/HEADER WFCM SBC N E rn POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING SPLICED JOISTS OVER HEADER/GIRDER 44 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN RAFTER TO 8'WALL: 3-8d COMMON EACH DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS CEILING JOIST 8'WALL: 3-8d COMMONEACH TOE NAIL 101ST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST TO TOP PLATE 10'WALL:4-8d COMMO JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE cn CA I OVER PARTITION WFCM-SBC LAP NAIL r' c`in ai S COLLAR TIE AS PER TABLE 3.4 EACH FACE o Ln r^a v ° ® STU TO RAFTER WFCM-SBC END NAIL rn mo BEARING PLATE N ``° 5 GIRDER BLOCKING EACH TOE x o 2-8d COMMON TO RAFTER END NAIL �" Ftv Ct ° RIM BOARD EACH END °? ° TO RAFTER 2-16d COMMON END I NAIL , WOOD JOIST •" ,• • .5 ,C, M � •.�`"• WALL FRAMING: LEDGER II °','° NAIL NAIL rn U C ° GIRDER/HEADER I I ••''� • QTY. SPACING 0000 v CONCRETE PIER JOINT DESCRIPTION NOTES a `. WOOD JOIST TOP PLATE TO PER W WOOD JOIST °. °"• TOP PLATE 2-16d COMMO FOOT FACE NAIL "« TOP PLATES AT 4-16d COMMOIN I JOINTS FACE • INTERSECTIONS EA.SIDE NAIL FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x STUD TO 24" FACE 2 -16d COMMO I CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH (MINIMUM) STUD O.C. NAIL I FOR HEADER HEADER/GIRDER TO POST CONNECTION THE PROPER STEEL CONNECTOR. I I OR BEAM HEADER TO 16d COMMON 16"O.C. FACE W LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS I LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDGES NAIL TO ALLOW FOR SHRINKAGE. ROD 1 I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD` END 0-4 REQUIRED I I PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL U FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST, 2-16d COMMO FOOT PER FACE NAIL FLASHING TUCKED UNDER I END JOIST OR BLOCKING TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. III►►► N PIECE OF SIDING BELOW THREADED ROD DECK FRAMING: JOINT DESCRIPTION NAIL NOTES 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT NAIL QTY. SPACING CONNECTED TO BLDG. @16"OC POST JOIST TO: 4-8d COMMON PER TOE STRINGER SILL,TOP PLATE OR GIRDER JOIST NAIL U @ie" c MINIMUM � U) END DISTANCE BRIDGING EACH TOE BOOLTSLTS (z) TO JOIST 2-8d COMMON END NAIL � � PB44POST 4 ' q BLOCKING EACH TOE ANCHOR FLOOR FRAMING °o n PIER 16"TREAD ° ,°-• ENDINIMANCE sD, ^ TO JOIST 2-8d COMMONEND NAIL 2x JOISTS , �. •,c BLOCKING TO: EACH TOE 12"x12"x12" 3 -16d COMMO AD "° •. °. •o °• ••• SILL OR TOP PLATE BLOCK NAIL CONC.SLAB ,a a• ••$•• CONCRETE FOOTING ,.C (AS REQ.) BLOCKING FOR JOIST HANGER4. V y• LED O BEAMP OST NAIL 3 -16d COMMO 8"dla. c' , ° DECK PIER " LAG BOLTS •ts e CONC. ;,e e: PER PLAN JOIST ON LEDGER PER TOE 3'-0 a^ PIER HOLLOW COLUMN UPLIFT 3 -8d COMMON TO BEAM JOIST NAIL RIM 101ST/BD. �' v��, ��°' SIMPSON STRONG TIE MODEL STRRI/2 DECK POST FTG.CONNECTION 3 16d COMMO G o BAND JOIST PER END 4°• INSTALL AS PER MANUFACTURE'S RECOMENDATIONS TO JOIST JOIST NAIL •° ° LOCATION USP NUMBER DESCRIPTION APPLICATION DRAWN: MH/MS BAND JOIST TO: 2 -16d COMMO PER TOE NAIL SCALE: 1/4"=1'-0" 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE FOOT JOB#: DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING March 10,2017 SHEET NUMBER: REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GE 'Nk " ERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING 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 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) 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 EACHTOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST 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 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) Q (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 NAIL U construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY GAURDRAILS ANY DIRECTION SPACING NOTES 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) Un 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 PER FACE NAIL W p p p p g P2 - 16d COMMON 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 Z INTERSECTIONS 4- 16d COMMON O EA .SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE F-� 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE H P or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMONO.C. NAIL SyEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION m.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. �D FACE O.C.7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. � H such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMO PER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION O p 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC ►-"-� U 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalis shall meet the requirements of table 3.15a-b times the appropriate FLOOR length adjustment factors in table 3.16. END JOIST OR BLOCKING- FOOT SEE NOTE: 1,2 JOIST, BAND JOIST, 2 - 16d COMMONPER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 1). The General Contractor and Mason to review plans, elevations, details and notes to - GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. - 3). Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE 4 - 8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall 2 - 8d COMMON with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES W be installed with #5 re-bar, 18" long at 12"o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 2 - 8d COMMON 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.0 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 BOTH FIELDS BLOCKING TO: EACH TOE ( ) to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building. Connections to the ridge and wall shall be beLEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 13 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 NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE Q 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL 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. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. BAND JOIST PER END N x the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMONJOIST NAILF" 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, O 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. BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES �� g ROOF SHE IN G. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. into concrete with a minimum 1/2 dia x 7 Ion 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. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL 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 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.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashingshall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. ) g g JOINT DESCRIPTION N w ;~ Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) M n � 0 where needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. o, GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD X U 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS v 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" 0.0 8d COMMON @ 12" O.C. SEE NOTE: 3 �' g ( ) 1 ( ) 6). Concrete piers shall be a minimum 6" above grade. p 8 openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHIN(i: w openings. Bearin wall window sills shall also have 2) window sill plates for 2x4 wall NOTES rs z g ( P 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored v �n openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9. Provide fire NAIL NAIL to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. � \ and blocking where applicable. QTY. SPACING U 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathingwithin 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 8d COMMON WFCM - SBC ) g q � u °J PLUMBING NOTES ° ' anchors where applicable to all connecting joists. 7/16" OSB 3" O.C. EDGE a use N E 6d COMMON QJ 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 as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o w Floors to have ceramic:tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS WALLBOARD 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. 10 O.0 . FIELD 3). For exterior panel siding, alvinized 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/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: p g g other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8'TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p p Y QTY. SPACING state code and manufacture's recommendation for maximum hole size and spacing permitted. �� 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. STRUCTURAL PANELS 6 O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U HVAC SYSTEM NOTES �� 8d COMMON „ 1 OR LESS 12 O.C. FIELD O 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists rn rn 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. H needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 04 equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet.Batts or blankets of mineral or lass fiber shall be allowed as fireblockin in walls constructed 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 using g g CDX exterior sheathingrade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: g parallel rows of studs or staggered studs. g p�^' �^' p 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 U)rr 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, �� TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher and cove ceilings.12). Unless otherwise noted use 3/4 thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. g 94adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRI CAL NOTES: 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. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEIN FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 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 fireblockin of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. g q 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,Is COMPLETE. NC-1 D q,Qc 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or �C� BEV IN 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. * ;� , �j0 -1 DRAWN: MH/MS ' N SCALE: 1/4"=1'-0" 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to N "� JOB#: 0 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. ��' 0�23"3March 10,2017 9 Q` O SHEET NUMBER: OFNE\N� A- 1 1