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HomeMy WebLinkAbout42589-Z tO�OS�yFFol,fi�G Town of Southold 11/14/2018 y P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40044, Date: 11/14/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1190 Arrowhead Ln,Peconic SCTM#: 473889 Sec/Block/Lot: 98.-2-8.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/13/2018 pursuant to which Building Permit No. 42589 dated 4/20/2018 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: "as built" finished room above an existinggarage, including bathroom and second floor balcony as applied for. The certificate is issued to Michael&Megan Ryan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42589 11/9/2018 PLUMBERS CERTIFICATION DATED 11/1/2018 Kin�X&H ut o e Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • a� 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#: 42589 Date: 4/20/2018 Permission is hereby granted to: ETrade Bank C/O Bayview Loan Servicing 4425 Ponce De Leon Blvd 5th FI Coral Gables, FL 33146 To: to legalize "as built" additions and alterations to an existing single family dwelling as applied for. At premises located at: 1190 Arrowhead Ln, Peconic SCTM #473889 Sec/Block/Lot# 98.-2-8.1 Pursuant to application dated 4/13/2018 and approved by the Building Inspector. To expire on 10/20/2019. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $892.80 CO -ADDITION TO DWELLING $50.00 $942.80 Building I spector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o�s 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#: 42445 Date: 3/9/2018 Permission is hereby granted to: ETrade Bank C/O Bayview Loan Servicing 4425 Ponce De Leon Blvd 5th FI Coral Gables, FL _33146 To: Re-connect Electric Power V6zddzi -k q, 3­8� At premises located at: 1190 Arrowhead Ln, Peconic SCTM # 473889 Sec/Block/Lot# 98.-2-8.1 Pursuant to application dated 3/9/2018 and approved by the Building Inspector. To expire on' 9/8/2019. Fees: ELECTRIC $85.00 Total: $85.00 di Ins or FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34774 Z Date JUNE 12, 2009 r Permission is hereby granted to: BRIAN & JENNIFER KELLER PO BOX 515 PECONIC,NY 11958 for "AS BUILT" DECK ADDITION WITH SLIDER TO AN EXISTING DWELLING AS APPLIED FOR at premises located at 1190 ARROWHEAD LA PECONIC County Tax Map No. 473889 Section 098 Block 0002 Lot No. 008 . 001 pursuant to application dated JUNE 1, 2009 and approved by the Building Inspector to expire on DECEMBER 12, 2010 _ Fee $ 400 . 00 ° Authorized Signature ORIGINAL Rev. 5/8/02 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. 4 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- $100.00 3. C6py 6f C6rtificaf6-of Occupancy--$:25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. `'/13 New Construction: Old or Pre-existing Building: (check one) Location of Property: d AVYUqAvi4'C_ Lw PQC_4_v e.. , House No. StreetHamlet Owner or Owners of Property: Mel 64T.' '& A416 hod //�` d U 4VI Suffolk County Tax Map No 1000, Section Cl® Block Lot l Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: / Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ���/// (ch o ) Fee Submitted: App t cant Signature pF SOUr�®! . 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 Southold,NY 119711-0959 �Q roper.riche rt(Mtown.south old.ny.us Q c®UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Michael Ryan Address: 1190 Arrowhead Ln City: Peconic St: New York Zip: 11598 Budding Permit# 42589 Section 98 Block 2 Lot- 8.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: C-Cat Electric License No: 953-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only X Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect 200a Switches r H Twist Lock Exit Fixtures TVSS H Other Equipment* "AS BUILT" "ELECTRICAL SURVEY' "NO VISUAL DEFECTS" Notes. 200a underground service,ok to re-connect c Inspector Signature: Date: November 9 2018 81-Cert Electrical Compliance Form(1)As pF SO!/T�®C Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY11971-0959 'o • y® roger.richertA-town.southold.ny.us l4-cou ' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Michael Ryan Address: 1190 Arrowhead In City. Peconic St: NY Zip: 11958 Budding Permit* 42589 Section: 98 Block 2 Lot 81 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH-THE NATIONAL ELECTRIC CODE Contractor. AS BUILT DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures IA TVSS Ll Other Equipment central ac unit for second floor Notes Inspector Signature: Date: November 16 2018 81-Cert Electrical Compliance Form(2)As Town Hall Annex Telephone(631)765-1802 54375 Main Road _ Fax(631)765-9502 P.O.Box 1179 G•; `: Southold,NY 11971-0959 S BUILDING DEPARTMENT D TOWN OF SOUTHOLD NOV - 1 2018 BUMDRiG DEPT. TOWN OF SOUTHOLD ,CERTIFICA-TI-ON Date: _ / ..S Building Permit No. e _ # Owner: - -- - - - Grease print) 1 ---_--.Plumber: s I\;7�-��_C (Please print) # i I certify that the solder used in the water supply system contains Iess than 2/10 of I% j lead. i (Plumbersi ature) 7 Sworn to before me this day of-1s 2010 0 Notary Public,S- d- . County j TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK i NO-01 DW6306900 QUALIFIED IN SUFFOLK COLIN COMMISSION EXPIRES JUNE 30,ZVIi i �o� olo 00UMV,�`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: CZC /7 DATE INSPECTOR J 1SOF SO(/Ty WON, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , — _ [ ] FOUNDATION 1ST' [ ] ROUGH-PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL i�564-4D­18 [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) � n REMARKS: —!' ^ L ids �►,�'� •r� �o✓ �+�✓ ,nd��✓� ��� . D 44%j vt.4/.kc,,. ns Nw &M61)q cri Owli( IM XVVVJ& �'�✓ Prv��� � alit ►� DATE 0 Y MISPECTOR OF 50p1 # TOWN OF SOUTHOLD BUILDING DEPT. Couffm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PI-136. [ ] FOUNDATION 2ND [ ly4SULATION [ ] FRAMING /STRAPPING [ FINAL Al OUI ll� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: V k4hA 22 DATE INSPECTOR �v OF SOUI'yo� # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL 14e, [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR �o,*OF SOUly06 # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 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 �'� / INSPECTOR OF SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION , ( ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] 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 r INSPECTOkg,04;�? EN (31 ,N EER, IN C Sgt November 2, 2018 1190 Arrowhead Lane, Peconic Building Inspector Town of Southold Main Road Southold, NY 11971 Dear Sir, I certify to the best of my knowledge that the plumbing for the bathroom over the garage was installed per plan and NY State Codes. Men. D � ® NOV - 2 2018 dO � ]67JY/DRgG DEPT. TOWr4 Old souTHoLD BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOSEPH@FISCHETTI.COM FISCHETTIENGINEERING.COM 63 1 -765-2954 1 725 HOBART ROAD SOUTHOLD , NEw YORK 1 1 97 1 410 D C VIE E N D N 0 S il ;N E;E�R I SAY 1 4 201 TOWN OF SOUMOLD May 10, 2018 1190 Arrowhead Lane, Peconic Building Inspector Town of Southold Main Road Southold, NY 11971 i Dear Sir, I have inspected the existing as constructed deck footings and insulation. I certify to the best of my knowledge that the footings,at the above referenced deck were installed per plan and NY State Codes. I also certify to the best of my knowledge that the insulation was installed in accordance with New York State Building and Energy Codes as of the year 2001. NE� �� 0525 Ss1� BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOSEPH@FIS CHETTI.COM FIS 0HETTIENGINEERING.00M 631 -765-2954 1 725 H O B A R T ROAD S O U T H O L D , N E w YORK 1 1 97 1 • • • •ROUGH FRAMING& PLUMBING ENERGYINSULATION PER N.Y-. STATE • ca r: 00,711 - iV - . � ��.. ` ��� i� WAR .Y FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) H FOUNDATION(2ND) z 0 s 04 ROUGH FRAAUNG& PLUMBING INSULATION PER N.Y. H STATE ENERGY CODE -V c-1d3/1219� ° e FINAL Aby A as o ADDITIONAL COMMENTS O Z m 1 x e 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 - Flood Permit Examined '20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: 7qi Drsapproved'a/c Pic ec ' V10 Phone: G Expiration ,20 i Building Inspector DAPPLICATION FOR BUILDING PERMIT APR 13 2018 Date of-�13 , 20 13 !'�` t• INSTRUCTIONS 1:3_144dj!M a.�pRFAFTWRe completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing,location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such-a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or:used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f'Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has riot 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 ssuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New rk, an other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations orr remova or demolition as herein'described. The applicant agrees to comply with all applicable laws, ordinances,building c de,housi g code, a regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (SlAnature of applicant or name,if a corporation) 1-7 1-6 bl7o (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (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. Con S 7U� 1 Electricians License No. Other Trade's License No. 1. Location of land,on which ose work-will,be done: ' 11 q® byP G House Number Street Hamlet County Tax Map No..1000 Section Block 2 Lot ° ,ter Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises-,tt:�cd intgpded use and occupancy of proposed construction: a. Existing use and occupancy II J41 e 6 LP b. Intended use and occupancy r� 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height_ Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number ofr.J ofies:"' !`a77 8. Dimensions of entire new construction: Front Rear i Depth !, i Height Number of Stories ` ;; iv a 9. Size of lot: Front Rear Depth m� 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO s G1v �-Fie/cl°/YJ 14. Names of er of premises M4 r4 � tM Address 541 ������4-112 Phone No. 9/2— Name of J•h sekV M Address /223-hWla-4-AN Phone No 631 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) CONNIIE=D.BUNCH SS: Notary No.01 SUtate of 6185050�York COUNTY OF ) Qualified in Suffolk County LL Commission Expires ApM 14, mos ep ' I_1� � being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) bove named, (S)He is the �} ( ontractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work to e and file this application; that all statements contained in this application are true to'the be is knowledge and b lief; and that he work will be performed in the manner set forth in the application filed there ith. Sworn to before me this -\)4v\ day of 11 20 Notary Public Signature of Applicant TOWN OF SQ.-JTHOLD BUILDING PERMIT APPLICATION CHECKLIS I� BUILDING DEPARTMENT °'' Do you have or need the following,before applying? \ TOWN HALL Board of Health �- SOUTHOLD,NY 11971 � �{ sets of Building Plans&S ned 7,11weW TEL: (631) 765-1802 �01116 ly Planning Board approval FAX: (631) 765-9502 SoutholdTown.NorthFork.net 'PERMIT NO. Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 -- Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: y Zi�jjs Expiration ,20 ® IN E (rte E W LS 2 Building Inspector E 15 U APPLICATION FOR BUILDING PERMIT JUN l 2009 Date , 20 BLDG.DEPT. INSTRUCTIONS TOWN OF SOUTHOLO 4 13 J be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. 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- ode, and re .ulations, d to admit authorized inspectors on premises and in building for necessary inspections. (S' nature p licant or name,if a corporation) (NA-ding address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (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 n which ropo e work will b one: �a � w V J Ho se Number Street Hamlet County Tax Map No. 1000 Section Block p� Lot �. 1 Subdivision Filed Map No. Lot k 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy �1 L`� &,p Btu 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories rr{ I`" P,�,L:, 8. Dimensions of entire new construction: Front Rear ` Depth } Height Number of Stories 9. Size of lot: Front Rear Depth i.��•w --,.C., f''y'- ' w- �- i 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN 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 W YORK) SS: COUNTY O -e_t tzfL- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the d (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sw rn to before me this day of c' _201907 VICKI ate o Notary Public State of New York ni., n�406190696 —� Te��� Notary Public Qualified in Suffolk County Signature of Applicant Commission Expires Julv 28,20 El �X dog - Town of Southold g Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORMA PROPERTY LOCATION: s.C.T.M.P THE FOLLOWING ACTIONS MAY REQUIRE'THE SUBMISSION OFA y _� _ I STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District Section Block —Lot CERTIFIED BY A DESIGN iPROFESSIONAL IN THE STATE OF NEW YORK. Item Number: (NOTE A Check Mark(./)for each Question Is Required for a Complete Appl'cation) / — Yes No ---- 1 Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? (This item will include all run-off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) 1 _ 2 Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? This Item shall inglude all Proposed Grade Changes and Slopes Controlling Surface WaterFlow! $ Will this Project Require any Land Filling,Grading or Excavarlon where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? a — 4 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand(5,000)Square Feet of Ground Surface? — • rj • Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? — s Will there be Site{reparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to ❑ One Hundred(100')of Horizontal Distance? — 1 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Wafer Run-Off ❑ into and/or in the direction of a Town right-of-way? r- — $ Will this Project Require the PlamAment of Material,Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? — (This item will NOT include the Installation of Driveway Aprons.) 9 Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? ❑ — NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm-Water,Grading, - Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! -------------------------------------- ------------- EXEMPTION: Yes No Does this,project meet the minimum standards for classification as an Agricultural Project? - Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Required! — — ---T------------;----------------------------- ---- STATE OF NEW YORK, COUNTY OFfx � ....SS ...................................... That I,. ! . ..4 .................................being duly sivorn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) Andthat he/she is the ...................................................................................................................................... (Owner,Contractor,Agent,Corporate Officer;etc.) 1 Owner and/or representative of the Owner of Owner's,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 herewith. Sworn to before nie this; - ............. ............................day of............................................,20 � � = r \� --- VICKI TOTH Notary Public: ..`.....�.�..�..� Nufa Public- tete-of•l�IlewYork � Ido.01 06190696 of Applicant) Suffolk Winiv FORM - 06/07 Commission Expires July zo, J SUFFQ Scott A. Russell00. STOIRMWATIER, SUPERVISOR �� NLAN A(G IEMIE��C' SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUMOLD,NEW YORK 11971 � 4? Town ofSouthold CHA PIER 236 - STORmWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) --- --- -- ---- - -- - -- - ------------ --- ------ -- - IDtoIES -TIRO-jlECT—rNV0 F7—F1E--MM0 G -.-- ------ (OJEQC All.THAT APPLY) Yes No ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface_ ❑D B_ Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area- El rea❑ , C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑M D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area- t [}R E. Site preparation within the one-hundred-year floodplain as depicted on..FIRM Map of any watercourse.. DIR 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. E,nd answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, ture, Contact Information, Date & County Tax Map Number! Cbapter 236 does not apply to your project. answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan completed Check List Form to the Building Departmfnt_-oithyouur Building Permit Application. APPLICANT. (Pro Owner,Design Professional,Agent,Contractor,Other) - S_C_T1vl. DOOO Date DS ti �l1�s ¢ y �l8 NAME Z 8.NAME ✓ � �/ � p,„,; Section Block Lot N ^-765 -,Z` !T- FOR BUILDING DLPt�F'_"1-�I NT f SE Congo)nlorma��ort �72 Reviewed By: Date Property Address / Location of Con5truction Work- — — — — — — — — — — — — — — — — — 1 l � eoo"_( / _ ❑ Approved for ana e men Building Permit ��/�rn,, (� l.��LL,�' Stormwater Management Control Plan Not Required. -w'< L ! (For -ard to for Re4,ew) FORM - SMCP - TOS M/1Y 20 1,1 1 SoFBUILDING DEPARTMENT- Electrical Inspector �O� COGy TOWN OF SOUTHOLO Town Hall Annex - 54375 Main Roa ® ox"1'174 Southold New York 1197 59 D Telephone (631) 765-1802 - FAX (631) 7*65029 2018 ' roger.richert(cD_town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTIOtJOWNOFSOUMOLID REQUESTED BY: Date: Company Name: - C-4 e ��-C,iL Name: C�424\ C � License No.: email: \lJo-Qopeffar 7X ®' D Address: o �U8 S�8'3 ���-�- ���� N Phone No.: (,3[ -5�'M3 JOB SITE INFORMATION: (All Information Required) Name: Me h.a h M i Gk ra e,( Gt-m GTPU 6WL.-, Address: 119 d ATYDvi hut_d Ukl-e- 0 Pe oin% C, ( 95 2C Cross Street: og off` I nd miA Nuk Uva Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: °� Lot: g BRIEF DESCRIPTION OF WORK (Please Print Clearly) HDyy- waw ;0reCtC6ed 90c.•)e-r' -WoLr, ��� ��ow. 51;G, f re- — Circle All That Apply: Is job ready for inspection?: YES 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:;2-Ob A # Meters�_ Old Meter# New Service - Fire Reconnect - Flood ReconnectService Reconnects - nderrou - Overhead # Underground Laterals 1 2 H Fram Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Formals �,A!' fl :524 Town Hall Annex Telephone(631-1802 54375 Main Road of Fax(631)734-9502 P.O. Box 1179 N = Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION°OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR'TIMBER CONSTRUCTION S` Date: / Owner: 2 YJ/�'► jG�i � Location of Property: Please take notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) .Pre-engineered wood construction (PW) Timber construction (TC) in the following locations) (check applicable line): t� Floor framing, including girders and beams (F) t/ Roof fuming (R) , Flo r an roof fr ml (FR) ' Signature: L Name (person submittin� this form): Capacity(check applicable line): _ Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC PANTONE DESIGNATION OF CONSTRUCTION (PMS)#187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE 4' ; 1/2" STROKE --- --- --------- 1DEStGNATtON-F61-S' UCTUfeAt --- COMPONENTS THAT ARE OF TRUSS CONSTRUCTION ` "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS IDENTIFICknON SIGN COMPLIANCE WITH 19 I Ya: R PART.12G5 ,--"{e- - riorTosrxE CODES DIVISION DMFLE TRUSS IDENTIFICATION SIGN DATE:03/08/Z M - NEVA' YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION ;DEP:�S2jttENT;l7F,%5TAfc- �� .._ MIMI mYJAM Will IL F h DO 9 j �M v n e air"` s � k x h' a a a �y r 1 r t x 4xf i t e d £ k « Y x k .y x� s x x'" s , „k �s 'a wt , � s i f Ili r 1. , x � , � � � t .. _� __� _. .Y � a a _ . � s, ,, n w� �,�, :,... La 4' ' ;`� ...z. ._... - .. 5- yy i ,. .. s � _. , ' � I .,. � Tt� F a t. 5 .. ._ ..- �-, r/... �` �'J '1 J "_,* ., R �. � ,. _ - � �. �� {W ....-x � - ,. .. a,.. ... � .. _ F 1 � �� �� �.�R, .,��:, �_ '`�+.ry� - ,� „_, .,..:; -1.� - 4 �� .` a �. .. r +b � � g i, _ t i �°�� �� �,.., � :r.5 rc- is ��. � � µ 'i u�� �, , , m � � � . . . ti _� �_ � . � �. =;x,.. -„��, � �` .�..._ 4• ,Mv" Tr` - _� ����. ,g .��' �" i � r a. s • F f + r ■ e r • ■ `. • . .; i i �: ■ c4 a , a e t f T 'P i i jjj � z °gigAWo joz 4. w � y i. pF SOUTy®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® �� Southold,New York 11971-0959 ;® COUNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD June 29, 2009 Brian & Jennifer Keller PO Box 515 Peconic, NY 11958 RE: 1190 Arrowhead Lane, Peconic TO WHOM IT MAY CONCERN: The following items are needed to complete your Certificate of Occupancy: \ Application for Certificafapproval. Occupancy. (Enclosed) Electrical Underwritersr ��✓ C� A fee of$25.00 v`� Final Health Departme Plumbers solder certificate (all permits involving plumbing after 4/1/84.) Trustees Certificate of Compliance. Final Planning Board Approval. Final Fire Inspection from Fire Marshal. Final inspection from the Building Department. Final Landmark Preservation approval. Building Permit : 34774-Z deck �O,\pF SO(/T�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �C®UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD September 7, 2011 Brian & Jennifer Keller PO Box 515 Peconic NY 11958 Re: 1190 Arrowhead Ln, Peconic TO WHOM IT MAY CONCERN: The Following Items)Are Needed To Complete Your Certificate of Occupancy: /Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of USE06. — Check is enclosed which is outdated Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 34774 - deck Doherty,Peter From: Ken Schulz <Ksofwh@verizon.net> Sent: Wednesday, November 01, 2017 11:29 AM To: Doherty,Peter Cc: Verity, Mike Subject: 1190 Arrowhead Lane, Peconic I was recently shown a house by a realtor at 1190 Arrowhead La, Peconic.The house has a dangerous level of black mold, my wife and I both coughed for three days. The home was completely unsecured and there were signs that teenagers had been getting into the building. Please look into this before someone gets seriously ill. Thank you, Ken Schulz Sent from my iPhone 1 guFfpx,r Town of Southold 5/10/2018 53095 Main Rd Southold,New York 11971 H L Z o$ o� 631-765-1802 COMPLAINT To: Keller,Brian Complaint#: 2017-691 5705 Indian Neck Ln SCTM#: 98.-2-8.1 Peconic,NY 11958 Follow-up Inspection Date: 11/9/2017 Location: 1190 Arrowhead Ln PLEASE TAKE NOTICE, a complaint has been registered against the location described above, in that the above named individual(s) did commit or permit to occur the following offense: "as blt"permit needed for new electric, plumbing& fire separation between house& garage. 2nd floor balcony needs a c/o. This condition constitutes a violation of: When on 10/26/2017,I did observe the following: This property will be re-inspected for compliance on: 11/9/2017 John Jarski DAT E PROPERTY MAP NO. /00() 1/ 0/ - - MAP COORDINATE NOS. , DEED RECORDED IN LIBER PAGE • SUBDIVISION NAME OR NO. MAP BOOK PAGE BL. LOT REAL PROPERTY TAX SERVICE AGENCY INDEX INITIAL SUFFOLK COUNTY CENTER SKETCH: RIVERHEAD, L. L. N. Y. 11901 6.1 O 135 S 1341 O }31 � 144 1p.1 ASSEMBLED AND RETIRED 1000-098-02-007 AND 008. REPLACED BY 1000-098-02-008.001. OWNER: NATHANIEL 0. ABELSON BY DEED 5190-148. RESEARCHER/PLOTTER DATE CHECKED BY ��J RPTSA Form 101 48-114 �I C1�_TZOallrc N I€ l21� cu ccs j 3 o� - I r ' LOT 35 og SURVEY OF =a LOTS 33 & 34 E 135 00' NEAP OF N 88'4220'• I ° ARROWHEAD COVE o FILE No 3810 FILED JUNE 20, 1963 SITUATED AT ` o PECONIC TOWN OF SOUTHOLD m SUFFOLK COUNTY, NEW YORK\ £ SC TAX No 1000-98-02-07 Is / y S.0 TAX No. 1000-98-02-07 T��, LOT s� Y 1000-98-02-08/- /I• / SCALE 1"=30' MARCH 8 2000 mxlmx 0 AUGUST 15, 2000 REVISED PROPOSED HDUSE - I, Z` DECEMBER 20, 2000 FOUNDATION LOCATION / •I `�' uE.cw.R` 1 JULI 11, 2001 FINAL SURVEY i• F�-I AREA = 41,841 96 sq N 0961 ac S C D HS REFERENCE No R10-00-0093 y O 7 CERTIFIED TO BRIAN KELLER JEN KELLER NORTH AMERICAN MORTGAGE COMPANY COMMONWEALTH LAND TITLE INSURANCE COMPANY SC TAX Nc 1000-98-02-08 I P I r f ' LOT 3? I I ' a I w c O I J �caa Nox I �a"oaai° S P88.42'20" W 143 93'•r 1 _y L 0 T 32 I i n w m i u¢ I ,IF WYO SWtr(,CRS 0.xE0 SUt ORR"� ENBOSSCD SEA SHALL x01 9E CON9YP20 lc 0E A x4111 iFIK LPPY I Oxii 10 ED PEASMI ro ixL ilIRrtY Ox IQ 9I1 10 1xF tEnO NL d5i1 IV IVx NSI•O'"n'FEOx Ntlx° / IVPOM CEIFI WlIC ARE n01 iRulY[M9 .E E-MS CE OL PIOHT9 01 WAY ANO/OR[ASCIECHU D-RECORD IF ANY NOT SHOWN ARE NOT COARANIEEO °"" Joseph A. Ingegno I fat; 6 Land Surveyor ! 1• 07 T.s—ry -sU6A—- silo m—- Cvnilrucnan 1­1 ND qui y'L' PHONE(631)727-2090 -Px(631)727-1727 O cr xrs LC<A D 4 EEAIELND ADOrTEss 1 NTS LlC Ilo 69669 Wo R""' AVCNOC �0[.1931 RD:PHIAO N-Y"h 190 Pi[?nL Nn YF.11901-096 5 20-1990 81-011 BALCONY 7'-7Y2" z c:) -1 Lolyll 5#-OY2" 6-21 2 31-3" 4'-4Y2" PS61611 R 20310 771, 81-01' NICHE 6X6 PT POST I F771 V) 1'XI'CONC.PIER -------------------- --------------------------------- - O ---- TBELOW GRADE 7-7- - T- < L — - — - — - (3)2X10 PT GIRDER Lo 2X6 PT LEDGER BD CD P 3/8"dia BOLTS w/ I 9'-lOY2" (.0 91-2f' X WASHERS @ 16"OC 04 4 C) 77277 77 77 77 7 19'-OY2" 0 PARTIAL GRADE PLAN -I �� DN IN Ict -- i .0, s SCALE: 1/4" V-10" C4 CID IN 04 T- -- ------------ ------------- ---------------------------- (c) 21-1 Y2, -11" 5' N Lo W —77= Z CID U) W W% w ■ z mmmmm mmmmi I------ J--------- C) ------ cy) 2842 2842 z C.0 Z 2X6 DJ 016"OC N 6-6 51-611 W (o d 0') 7 77=- ------------ N (6 PT- L6 F-511 111-011 -5" DGER 0 0 OPT (3)2Xl 0 PT GIRDER Z i-Z v 23'-1 0" LL 0 :D cy) cn a: 0 (.0 o ----------------------------------- > III ( I--,LL 6X6 PT 0 CL POST (D cL INTERIOR AC UNIT (LOCATED IN GARAGE) U) RUUD MODEL # UBHC - 14AOONHF 0 VOLTS = 115 VAC 4 PARTIAL 2ND. FLOOR- MAX OVERCURRENT PROTECTION = 15amps 12XI2 SCALE: 1/4" l'-O" DRAWN BY: IF CONC. % PIER v If- m tl EXTERIOR AC UNIT (LOCATED UNDER REAR—DECK RUUD MODEL # UAKA - 018JAZ T ; 5/13/2018 0- VOLTS = 208-230 SINGLE PHASE F SOUU10LD SCALE: SEE PLAN CROSS SECTION- 20amp BREAKER SCALE: 1/4" l'-O" 0,�- 0 N T SHEET NO: ,q t�"n� ft Op 052 8'-011 6X6 PT POST 1'X1'CONC.PIER W 3'BELOW GRADE 0 F-; — — — — — - ,—\\ _ BALCONY 71-71/2" 1 -$ - - - - - - ' ' (3)2X10 PT GIRDER LO S'-0'/Z' 5'-2'/° F3-311 4'-41/" Q o U 2X6 PT LEDGER BD O ' PS61611R 20310 m 3/8"dia BOLTS w/ i W i x WASHERS @ 16"OC i _ > NICHE - --------------------------------- ------ ------- ---- ------- \ O W Z >k ------------------- ----- ao O a PARTIAL GRADE PLAN SCALE: 1/4" = 1'-0" ,^^ N �i5 Ll! pilo O A z — W O W Z .s :.; 'o ,I O t 9'-1 OY2' 9'-211 ., a r UNLAVI F U L V w RT 1 H� `STc�T CE1�iIFICATE I -- C:) k . its , - +I co J O Z CSC OCCIJI p',ICY 19—orz 0 DN v ;t O W N N V-1O J N LL. rl C:) 6 r"I ------------- -------------f _, `--------------------------- z ILN 2X6 DJ 16-1 2'-1'/" / \ 5'-11" z , , O {6 PT DGER (3)2X10 PTLIJ GIRDER z � I _ T'; ;CAT10N _ co •I��. , �;� 00 i,FN'F EEFOR o y. N -1 ` Ln C r1 T F OC POST_ <<I i .D 114 VIA 1n�R lji-iF�i \10� F�,. --------------- E1V1 :.,M, ,,. U O; 1% LACI III 2842 2842 r Ls�tii"L 5'-6" 5'-6" ol 44 aG — �.e 12X12 W CONC. ' a. 23'-10" W PIER o cot?t},tOFF ■� z > en " o , STORo GHA�'�DR236 --------------- �~+ Z Z Lo p'JCSOA�O�"JN CODE• T_ WcflpN 0') CROSS S E CT I��1 PRESCRIPTIVE DESIGN PER R402, 2015 IECC: � Q O O � SCALE: 1/4" — 1'-0" FLOOR SPACE R30 CEILING 49 ♦/'� z m = PLVIBING T� PARTIAL 2ND. FLOOR R-VALUE R-VALUE: ■tn O PLU^/,RING war SCALE: 1/4" = 1'-0" O O � 1,1-L EXCEPTION FLOORS: FENESTRATION 0.30 IF FRAMING MEMBER IS R19 U-FACTOR: W a' p, r �g�+ p �y �- TOO SMALL AP7TIO4�°"M AS i'OTED^ GLAZED � � `d 'e 1 r SLAB (HEATED)(2 PERIMIETER): R10 FENESTRATION NR S91 rl ( �j - FRAMED WALL R20 a) FEE V Y: I � I R-VALUE: SKYLIGHT ' NO-i iFY BUiLDI�G DEPARTMENT AT 1 I �J I U-FACTOR: 0.55 ♦/1 �,, �1 ;: ?F �. 765 18%?_ 8�,4r TO k PP,I n '� I I • 1 f I I I j I • I I I I I f I I ( I BASEMENT WALL O c nl Lu- FASTENER TYPE. BPACING' II f I f a`'; -, FC'.;_0'W ING INSPECTION' ew000BCR w 1 �j l 1 i ,y � I � I � I � I (CONDITIONED SPACE) 15/19 ,, I I BABEMBEBME ,e•oc r� 1 I i t 1 l 1 �.EMBEBMENT45 TN ` R-VALUE: 1. f .:'UNDATION - TWO Rra,BwoeoscRews 11,(� f ,EMB�E°�T:E»BTN ,e•oc I , � � � ti� � � � � FOR POURED CONCR. �I- M����� ,e•oc I I I I �I I fl � I - - �, 2. ROUGH - FRAMIING & , I I I I I I 1 1 1 I 3. INSULATION DRAWN BY I + l 11 ,,..Ao�",.� 4. FINIAL - CC)NSTRUCTION MUST BE CCIMPLETE FOR C.O. f 1 ti � ' / 1 �j ,A<rE•BATww�:.A�asd, 1 t i � 1 + f I V DAMN ANSG i l ALL CONSTRUCTION SHALL MEET THE i l y f I " °Tl,e•B=. i 1 I I l ! i 4/12/2018 REOUIRL MENTIS OF THE CODES OF NENJ - I I J f I FASTENER TYPE 9PACIN I f YORK STATE. NOT RESPONSIBLE FOR n z�BE­M�„�� ,e•� f 1 � I f • DESlGfd OR CONSTRUCTION ERR04 TYPICAL WINDOW OPENING ( I f I ( ' lI ( '' j SCALE: SEE PLAN „o,Bw000-scaBws , /� ensEBANcnoTLEN PANEL SPAN EQUAL OR SMALLER x.„EMBeoMErrt uENOTN THAN 4 FEET =a.CH0SR T` I I 1 f B/SEUANCHOR WITH Ali C/ zt„EMBEOME„r uExo*n :)MPLY WITH ALL CODES OF TYPICAL DOOR OPENING ASTE„ERnPE PAci„c PANEL SPAN GREATER THAN 4 FEET iui "'wroco AsscNwcs ■ NEW YORK STATE & TOWN CODES tt'°F"'=`'A ° AMEDANWSHEET AND EQUAL FEET ER To,�R,m`rrtn,sTNx,css sTrsl BASEMBEDME TL r - THAN oAouw„�oeBln wi wAw,u BME„T LENGTH Aro mnsm rn•oc zw EMBEDMENT AS REQUIRED AND-C I y♦vF Nti EDANODEBICLREwGTTIPE PNI3EMBoMTE„5 TH PANEL SPAN GREATER THAN 6 FEET 1-a.-CREW aI ,eh, AND EQUAL OR SMALLER BASERwTH ,roc THAN 8 FEET EMBEDMENT LENGTH w E> WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC.1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) �N R�L.In A�f�l a 11y�?ro^i Cly WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16” AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 16D9.1.4,1609,6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL �. `� CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Additional Certification May Be Required. W (D 9 WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL 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 NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING (SEE PLANS) W CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of Eld nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING HEIGHT TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL O 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 EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST I X11 r , w P4 W 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 ` V Z O 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 O W X 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 EPER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES Q OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60 0 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 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 COLLAR TIE AS PER TABLE 3.4 EACH FACE 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 BL ATTICS w/STORAGE 20 z BLOCKING EACH TORAFTER WFCM-SBC END NAIL 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 2-8d COMMON E W accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS O F'J ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) W w (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 ta+ x ^ 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 NAIL GAURDRAILS ANY DIRECTION 200 W 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 NOTES QTY. SPACING (DESIGNED FOR CAT.C) J O H precautions and programs In connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY � F-i specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMONPER FACE NAIL anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION D PATH CONNECTION � P4 0 5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 9�// 4-16d COMMO 0 W V INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE rT, 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE 0 W Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. YP P STUD O.C. NAIL Sym.: �1 O P,■( attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE SMOKE&CO2 DETECTORS) CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL Q r1 in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC z rl 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: N FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2 0 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 FLOOD FLOOR FRAMING: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS W Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when W QTY. SPACING TO HEAVY MODERATE 2).All footings to rest on undisturbed(virgin)soil. interior shearwalis are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 11 YES - I- 4-8d COMMON 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE z 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).An new concrete walls being attached to existing concrete structure shall 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE ) y g g with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5).Unless otherwise noted,all slabs on grade to be 2500 P.O..Concrete to be TO JOIST 2-8d COMMON 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) o Where a ride is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with S 3-16d COMMON NOTE:2 FOR PANEL FIELD anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL 6"maximum lifts(layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3 along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMON attached with the above requirements. TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES JOIST ON LEDGER 3-8d COMMON PER TOE 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, ■ BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joistr to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2-16d COMMON l FOOT SEE NOTE:1 Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. UJ FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. 1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3),posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL 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 W 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. rn W 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Z Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING• - NAIL SPACING NAIL SPADING AT INTERMEDIATE SHEATHING LOCATION NOTES ff nn 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD "-J (D Z otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) W Z r Lo where needed. 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ IT O.C. NOTE:2 FOR PANEL FIELD W (� Q M 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE WALLBOARD 5d COOLERS 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 Sd COMMON @ 12"O.C. SEE NOTE:3 � � 1 Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all X -� openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 6).Concrete piers shall be a minimum 6"above grade. t , In openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall WALL SHEATHING: NOTES V Z O O 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored 'w Z � openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. V, O m and blocking where applicable. QTY. SPACING ■� AS PER TABLE 3.9 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8dCOMMON 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall U. (n O O co5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM,-SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE W `� 6).Double up floor joists under walls that run parallel to the floor joist and under bathtub 6d COMMON 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 Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. FGYPSUM 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. U_ on plans. 5d COOLERS ©tee �A � � WALLBOARD 10"O.0.FIELD 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. 7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: P g g P other access openings unless otherwise noted(typical). a� -.g �. 3).If wall studs,plates or joists are cut out duringinstallation for an plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. P 1 Y P g JOINT DESCRIPTION provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 8).Dormers running up roof rafters are to be supported by double rafters on either side ♦n state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C. EDGE -•,r .• i 1�C -� s 1"OR LESS 8d COMMO 12"O.C. FIELD HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED 0 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) under all bearing walls. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: and to form an effective fire barrier between stories,and between a top story and the roof space. requirements. Fireblockin shall be provided in wood-frame construction in the following locations. 0525 �4 10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor �/� 11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 DRAWN . F CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 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 feet.Batts or blankets of mineral or glass fiber shall be allowed as Fireblocking in walls constructed Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs. 12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, over subfloor as per manufacture's instructions. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. 4/12/2018 such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 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 under stairs shall comply with Section R314.8,N.Y.S.Residential Code. /� to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol-16d nail per foot. SCALE. SEE PLAN 3).All electrical work to comply with 2014 NEC. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SOIL COMPACTION: flame and products of combustion. 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. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. SHEET N O. 16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE: DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. IX TRIM OVER 4X4 PT POST O 2X6 PT LEDGER BD. I FASTENED TO BLDG. z L0 W/1/4"DIA.BOLTS O w/WASHERS @16"OC 2X6 PT DJ @l6"OG -1 W Z 2X3 C T OVER 1XSFREIZEBD. (3)2X10 PT GIRDER V J 1 2ND. FLOOR PLAN j Z SCALE: 1/4" = 1'-0' IX2 " P4 �� 10 P4 O O POST TRIM O D P4 co P4 6X6 PT POST Q Q w � IX3 APRON TRIM I I v 2X6 PT LEDGER BD. I �, -.. - - ..- -4 d I FASTENED TO BLDG.w/ 4 ' =N I 3/8"DU.BOLTS w/ I P. —4 O i WASHERS @16"OL i v�'� O 2 ', 12"X12" 4_' 17 �r ; �i6 007 CONG.PIERLo _N a: ` -'-------------------` - D 6X6 PT POST(BOXED IN) W/1'-0'X1'-0"CONC.PIER 3'BELOW GRADE 64) FOUNDATION PLAN CROSS SECTION SCALE: 1/4" = 1'-0' SCALE: 1/4" = 1'-0" OF W NAILING & CtJ'.'�!'Je_v-i (ONS N REQUIRED,,. Z - ALL CO"I.` LL .J z CD Z - - - . iT H WT-E PMEE1p S CODES Or NEA' G'. ATE N - -- ------ -- ---- - -- Q co -- - --- - -- - -- co O CD 1j _ - - - - - ,. - ,I 'e;,'yl �`'Mil I '"L ar tu LJ- - - — {77 e 4 r 'D T t r THE - - AllG.i�' ;.. c� NDNDRAWN BY: JF/MH ST DES! r, aR CCNET: '�+GT1C� ' � NE�yMay 27, 2009 * R � SCALE: 1/4" = 1'-0" OCCUPANCY OR LEFT ELEVATION REAR ELEVATION ���! n ,P ..-� � ` USE I �� SHEET NO: SCALE: 1/4" _ V-011 - - �� P� SCALE: 1/4" 1'-0" Jtf� .i,. 8 ..'4 3 ,rn GEITIFICATE �ROFFssw'�� AY� ".• [q: 4 .. 11 a F5