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HomeMy WebLinkAbout38627-Z Town of Southold Annex 9/29/2014 P.O.Box 1179 54375 Main Road V Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37180 Date: 9/29/2014 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 920 Moores Ln, Greenport, SCTM#: 473889 Sec/Block/Lot: 33.-242 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 12/4/2013 pursuant to which Building Permit No. 38627 dated 1/15/2014 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: one family dwelling with front covered porch, rear entry deck unfinished basement and attached two car garage as applied for. The certificate is issued to Equity Trust Co./Paul Davey (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0064 9/15/2014 ELECTRICAL CERTIFICATE NO. 38627 8/4/2014 PLUMBERS CERTIFICATION DATED 9/29/2014 Paul Davey A ed Signature: TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY X61 � 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#: 38627 Date: 1/15/2014 Permission is hereby granted to: Musich, Richard & Musich, Robert 9 Gate Post Ln Southbury, CT 06488 To: construct a new single family dwelling with attached two car garage & covered front porch as applied for At premises located at: 920 Moores Ln, Greenport SCTM #473889 Sec/Block/Lot# 33.-2-42 Pursuant to application dated 12/4/2013 and approved by the Building Inspector. To expire on 7/17/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,861.20 CO -NEW DWELLING $50.00 Total: $1,911.20 Building Inspector 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: V/ Old or Pre-existing Building: (check one) Location of Property: 91,I",)() Moore- S L'o-A, House No. Street Hamle Owner or Owners of Property: �Q Suffolk County Tax Map No 1000, Section dV Block er 'V Lot 0" Subdivision --1'Z ZI ey-rN 5'H y S Filed Map. .5 Lot: M 0 Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ JATlicant i nature *pF SOUryQlo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CAI P.O.Box 1179 • roger.riche rt(gD-town.southoId.ny.us Southold,NY 11971-0959 Q 1�CouNTY,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Paul Davey (Musick) Address: 920 Moores Lane North City: Greenport St: NY Zip: 11944 Building Permit#: 38627 Section: 33 Block: 2 Lot: 42 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Neubauer Electric License No: 3867-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat 1-gac Duplec Recpt 50 Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 9 Smoke Detectors 5 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 33 CO Detectors 2 Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-20 Emergency Fixture Time Clocks Disconnect 200a Switches R51 Twist Lock Exit Fixtures TVSS Other Equipment: 6-paddle fans, 4-exhaust fans, 20a line for dish washer, 7-ARC fault circuit breake Notes: Inspector Signature: Date: Aug 4 2014 81-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)165-t 90.2- 54375 Main Road _ Fax(631)765-9502 P.O.Box 1179 G , Q Southold.New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD .CERTIFICATION Date: Building Permit No. Owner: (Please print) Plumber: ,PAti (Please print) I certify that the solder used in.the water supply system contains less.than 2/10 of 1°l0. lead. (Plumb igaature) =. Sworn to before me this 7-6. day o 20 l CONNIE D.BUNCH Notary Public, ) County Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk County D1 orrjmission Expires A011 14,2 3 6 �,�OF SOpl�o • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKIN REMARKS: Zc D d� • v� DATE INSPECTOR 60 TOWN OF SOUTNOLD 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 ( 7L) [ ] E TRIC A ) REMARKS: 17 DATE INSPECTOR r4f so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO NDATION 1ST [ ] ROUGH PLUMBING [ ] F UNDATIO [ ] INSULATION [ FRAMING NG [ ] FINAL [ ] FIREPLACE & [ J FIRE SAFETY INSPECTION C ] FIRE n�srarrr corutnuCnoN [ ] Flne xmsraur rEr�rna�'wN I ] ELECTRICAL (ROUGH) I I ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR "�'� SOUry TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1 ST [vf.ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ �RAMING /STRAPPING [ ] FINAL [ (REPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] CAU KING RE ARKS: I _ _ 7 DATE INSPECTOR OF SOUTyo<o co TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] CAULKING _ REMARKS: -e DATE INSPECTOR OF SOplyo� G TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] CAULKING REMARKS: DATE 5 INSPECTOR Of SOUI,y�� H . TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ J FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR ` 2, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION UM 7 BING FOUNDATION I ST ROUG UMBING FOUNDATION 2ND 11 LATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRI.ICTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DAT - INSPECTOR Z QtTEHN DESIGN GROUP, ARCHITECTS, LLC 125 E. SUNRISE HIGHWAY • LINDENHURST,NY 11757 SuFFoLx OFFICE:631-242-3184 FAx:631-242-3186 NASSAU OFFICE:516437-1999 FAx: 516-616-0919 G�SZEREpq June 9th, 2014 EL N.,- Town of Southold, Building Department LU to o Town Hall Annex Building c o "{ 54375 Route 25 ` O o P.O. Box 1179 9�t`0�94 6 5 Southold, NY 11971 NEVv YOB ATTN: Building Inspector Re: Permit#38627 920 Moores Lane North, Greenport, N.Y. 11944 Dear Sir, Certification of Caulking and Insulation At 920 Moores Lane North, Greenport, N.Y. 11944 This is to certify the caulking and insulation of the dwelling have been installed as per the approved drawings and the construction meets the minimum standards of the current New York State Uniform Fire and Building code,the 2010 Residential Code of New York State, and all applicable local codes. Thank you. Yours Truht- Emman el Tehn-Addy, R.A.,AIA. Principal Tdg:PD1 Ij �JUN 11 2014 .DEPTO\�i�i OF SOLD H000 • ARCHITECTURE PLANNING • PROJECT MANAGEMENT ENGINEERING 1: 1 1 0 • � • 1 1: Ir it Q& PLUNMING - /� �I P 007.1 1 INSMA, TION PER N.Y. �y:�/ 1 STATE ENERGY • / ✓iii-�/� �//,�'�, �, fi�il�/.1��► � ■ice NN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST _LDING DEPARTMENT Do yqu have or need the following,before applying? JWN HALL �` Board of Health _ "SOUTHOLD, NY 11971 V 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. J 9�o a- Check Septic Form N.Y.S.D.E.C. Trustees 1, C.O. Application Flood Permit Examined ,2014— Single&Separate t/ Storm-Water Assessment Form ,,jj Contact: 24,t L. ,�,�vn9 ue�'l Approved 20 T Mail to: I I q SRig Ad of., LI)•Q Disapproved a/c C� �f�►6�4 �1-A-) Phone: Expiration 7 520 Building Inspector PPLICATION FOR BUILDING PERMIT - 3 013 iU DEC 2 Date v 3 , 2013 a. r, =PT. INSTRUCTIONS a. I nis application 1v1LJS7Fe 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 codA((SignacuEreapplicant ' ode,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. of or name,if a corporation) 11 T3r�y cfe� CA, -A o f&u_/)Q IJ— A'J 1f 7)) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises YA 4 S .� C (As on the tax roll or latest deed) If applica a co io ture of duly authorized officer 'Fame Jadlomorateofficer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be one: 9,Q a G House Number treet Hamlet County Tax Map No. 1000 Section 33 Block vC Lot 7 CQ Subdivision 19S(VPtA L5�0 e19 Filed Map No. � ' J Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy (F C AA 2. b. Intended use and occupancy W C; Cyy W 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ZC006 Fee �it II (To be paid on filing this ap lication) 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. /V/ 7. Dimensions of existing structures, if any: Front A4 Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front �T Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear r(P Depth o'� Height P q, / Number of Stories 9. Size of lot: Front 1�0 Rear IJ-0 t Depth 120/ 10. Date of Purchase Name of Former Owner Z 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 r NO 1148 14. Names of Owner of premises� Let., U� Address S�,^vti Z �MkPhone No. g-j4 Name of Architect Address Lv Phone No 6 31. Name of Contractor C'CC d Cg%S1"�C!b4 Address 114 T-RA:Aldu&�4n Phone No. 631, 765" ,-J'cY�- .�S'uy'L 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO le� * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE IRED. 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) M SS: COUNTY OF&f-_IIS W&, l.. >--A being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)ab ve named, (S)He is the Qov\—IY4 L (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.WEN NOTARY PUBLIC-STATE OF N ORK — Sworn_ to before me �s No. OI KU617 i day of VK—k .� 20 l Qualified in S of y My Commission Expires l emb 05, 2015 Nota lic Signature of Applicant Scott A. Russell d° 'r James A. Richter, R.A. SUPERVISOR a' Michael M. Collins, P.E. Z IaRu' P r 14 1) Krr R,x 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 io Fax#: (631)-765-9015 COLLINSOTOWN LD.NY.US �'� JAMIE.RK2ITER@TOWN.SOU1`1iOLD.NY.US 1 DEC 17 2413 Office of the Engineer Town of Southold e,l_U', 0 PT. T01,,.;k OF SOUTHOLD STORMWATER MANAGEMENT CONTROL PLAN REVIDEW COVER SHEET (TO BE COMPLETED BY THE APPLICANT) TO ENGINEERING DEPARTMENT PLElS6 ATTAQ/ TIE FnLLOUN;BOMSW'or IMMATIff- j FROM BUILDING DEPARTMENT U Copy of completed Application for Building Permit DATE: Stormwater Management Control Pian APPLICANT: L A Ve--7 Completed Chapter 236 Stormwater S.C.T.M. Lida po /196ol/Vpop Review Checldist PROPERTY ADDRESS ONo{O 6d' QeS C l9 Y w � t 1 194. X11 J4 Y1�2 Q�.Q �( '7 BRIEF PROJECT DESCRIPTION: N k_j 0 on �k,, c ` `'Ch l is 6 C ,Q, *DRAT Abe, C LCuLAnoN S To I N C L U Pro P05e6 DRiy-ewAv ,Pe9.9 '1�-�'}�(, W6Q.K W t�N►i� �1' �� R t�,Ul u Sfi M e&+ taWk, 19 4 WAt S+CjjFIcAi4OAS I FOR ERING DEPARTMENT USE ONLY''°'°' Reviewed B Date: /Z /4///3 A rov j I. Ad itional Information Required I Ui DATE: .CHAPTER 236 APPLICANT: ,A,,4 S.C.T.K#: Stormwater Review Checklist � PHYSICAL ADDRESS: Stormwater Management Control Plan Requirements Yes NO NA If No or NA,Please Provide Additional Information 1. Plan drawn to scale of not less than 60 feet to the inch showing: a. location and description of property.boundaries b. total site acreage c. existing and natural and man-made features on and within 500 feet of the site boundw as uired in 1236-17(C)C2). d. test hole data indicating soil charecteristics and the depth.m waxer e. proposed limits of clearing and the total area of proposed land disturbance f. existing and proposed contouis of the site(minimuiri 2' interval) g. location of all existing and proposed structures,roads,driveways, sidewalkt im rovenaents'and utilities h. spot grade and finished floor elevations for existing and proposed structures i. location of the swimming pool discharge ring /✓ j. location of proposed soil stockpile areas) k, location of the proposed donstruction entrance/staging areas 1, location of the proposed;concitte washout area m. location of all proposed erosion and sediment control measures 2. Plan includes calculations showing that the stormwater improvements are sized to capture, store and in$ltrate on-site the runoff from all impervious surfaces generated by a two-inch rainfall 3. Detail drawings(M sire forglan g �gMD provided for: a. erosion and sediment controls b. construction entrance 74 c, inlet.structures(e.g. catch btasins,trench drains,etc.) d. leaching structures(e.g. infiltration basins,swales,etc.) REVISED 7/24/2013 SLIGO CONSTRUCTION CORP 1145 BAY HAVEN LANE, SOUTHOLD NY 11971 CUSTOM BUILDERS AND REMODELERS OFFICE: 631.765.5555 FAX: 631-204-6615 WWW.SLIG000NSTRUCTION.COM To Whom it May Concern: Attached please find the Storm Water Plan for 920 Moore's Lane. We have included the required detail: Construction entrance, erosion and sediment control, construction fence, clearing limits, soil stockpile and concrete washout. Included is also a drawing of man-made and existing features surrounding the property. Please contact us if there is anything else you need. Thanks you for your time. Since , JPa avey Sligo Construction Corp. TITLE NO: F14-7404-93399-SUFF District: 1000 Section: 033.00 Block: 02.00 Town of Southold,New York Lot: 042.000 Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other fiuther conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above- captioned property has been in single and separate ownership by Richard Musich and Robert Musich and his/her predecessors in title since prior to 04/01/57 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under nocircumstances exceed,the amount of Twenty-Five Thousand Dollars ($25,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: January 9,2014 FIDEL ATIONAL TLE INSURANCE S ICES,LLC Sworn to before me this CHRISTINA MULLER 9'b day of January,2014 Notary Public ___ Junnew r Noor►Pdft Sao.a �1 NewYrork NO.01804793043 Q NNW l�, JAN ? 714 'rem'ogre. ! i TITLE NO. F14-7404-93399-SUFF STATE OF NEW YORK)ss: COUNTY OF SUFFOLK) CHRISTINA MULLER,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: S CTM: 1000-03 3.00-02.00-042.000 That the said records indicate the following chains of title as to premises and adjoining lots since Prior to 04/01/57. SUBJECT PREMISES: 1000-033.00-02.00-042.000 Arthur Lewis Moore,John Alden Cook as Trustees under the Liber 2243 page 48 Last Will and Testament of William H.Mooredeceased Dated:04/20/42 , H.K. McCann TO Recorded: 07/24/42 (premises and more) *Harrison K.McCann died 12/21/62,Surrogates Court File No.343P1963. Morgan Guaranty Trust Company of New York,as Executor of Liber 5474 page 61 the Last Will and Testament of Harrison K. McCann,deceased Dated: 12/19/63 TO Recorded: 12/27/63 H.J.S.Land&Development Corp. (premises and more) H.J.S.Land&Development Corp. Liber 6899 page 11 TO Margaret C. Makin Dated:03/05/71 Recorded:03/12/71 FIDELITY N AL TITL SURANCE SER ,LLC Y• A MULLER Sworn to before me this 9'day of January,2014 Notary Public JUNE so= Nobxy Pabk Sloe of New Yo* NO.01SC479C M Q dbd In SWW Term Expkm May 31,20-b- 2 Margaret C.Makin TO Liber 7089 page 3 Robert C.Musich and Francine J.Musich,his wife Dated: 11/08/71 0 O1/1l1l 8/72 Robert C.Musich and Francine J.Musich,his wife Liber 7146 page 356 TO Dated:04/12/72 Francine J.Musich Recorded:04/24/72 Francine J.Musich Liber 9626 page 102 TO Dated:08/15/84 Richard Musich and Robert Musich,as joint tenants with rights Recorded:08/22/84 of survivorship Richard Musich and Robert Musich,as joint tenants with rights Liber 9830 page 575 of survivorship Dated: 06/28/85 TO Recorded:07/15/85 Richard Musich,Robert Musich and Roger Musich,as joint tenants with rights of survivorship Richard Musich,Robert Musich and Roger Musich,as joint Liber 12191 page 779 tenants with rights of survivorship Dated:05/31/02 TO Recorded: 06/14/02 Richard Musich and Robert Musich LAST DEED OF RECORD PREMISES NORTH: 1000-o33.00-02.00-043.000 Arthur Lewis Moore,John Alden Cook as Trustees under the Liber 2243 page 48 Last Will and Testament of William H.Moore,deceased Dated:04/20/42 H.K.McCann TO Recorded: 07/24/42 (premises and more) *Harrison K.McCann died 12/21/62,Surrogates Court File No. 343P1963. FIDELITYNATION INS CE SERVICES, Sworn to before me this HRISTINA MULLER 9'day of January,2014 Notary Public Am 3c"r tioy No.01804793043 York QuaW ini Tom Exom May 31,20 :A 3 Morgan Guaranty Trust Company of New York,as Executor of Liber 5474 page 61 the Last Will and Testament of Harrison K.McCann,deceased Dated: 12/19/63 TO Recorded: 12/27/63 H.J.S. Land&Development Corp. (premises and more) H.J.S.Land&Development Corp. Liber 6907 page 416 TO Dated: 03/25/71 Dorothy G. Welch Recorded:03/31/71 Dorothy G. Welch Liber 8582 page 572 TO Dated: 02/02/79 Carl J.Nelson and Ruth V.Nelson,his wife Recorded: 02/15/79 Carl J.Nelson and Ruth V.Nelson,his wife Liber 11595 TO page 197 Mordi Yaron and Janet Yaron Dated: 12/16/92 Recorded: 12/23/93 T. Glenn Hoflm O Esq.,as Referee Liber 12132 page 675 Joseph E. Schoenstein Dated:07/20/01 LAST DEED OF RECORD Recorded: 07/30/01 PREMISES EAST: 1000-033.00-02.00-045.000 Arthur Lewis Moore,John Alden Cook as Trustees under the Liber 2243 page 48 Last Will and Testament of William H.Mooredeceased Dated: 04/20/42 , H.K. McCann TO Recorded: 07/24/42 (premises and more) *Harrison K.McCann died 12/21/62,Surrogates Court File No.343P1963. Morgan Guaranty Tnist Company of New York,as Executor of Liber 5474 page 61 the Last Will and Testament of Harrison K. McCann,deceased Dated: 12/19/63 TO Recorded: 12/27/63 H.J.S.Land&Development Corp. "ses and more) FIDEL NATION LE INSURANCE SE CES,LL BY: Sworn to before me this STINA HULLER 9'day of January,2014 Notary Public iuwsccyff Notry Pdit Stet of Now York 4 NO.01Sc4 / aTOM c,.��May 13 .2o_ja. .. t ' H.J.S. Land&Development Corp. Liber 6907 page 412 TO Dated: 03/25/71 Cornelius J.Van Maaren and Helga 0.Van Maaren,his wife Recorded:03/31/71 Cornelius J.Van Maaren and Helga 0.Van Maaren,his wife Liber 7539 page 47 TO Dated: 11/21/73 Dorothy Welch Recorded: 11/27/73 Dorothy Welch Liber 8900 page 91 TO Dated: 10/14/80 John Tsigonias Recorded: 10/21/80 John Tsigonias Liber 12195 TO page 548 Robert Hegermiller and Joann Hegermiller,his wife Dated: :0 /02 Recordedd:0 LAST DEED OF RECORD 7/05/02 PREMISES SOUTH: 1000-033.00-02.00-041.000 Arthur Lewis Moore,John Alden Cook as Trustees under the Liber 2243 page 48 Last Will and Testament of William H.Moore,deceased Dated: 04/20/42 H.K.McCann TO Recorded:07/24/42 (premises and more) *Harrison K.McCann died 12/21/62,Surrogates Court File No. 343P1963. Morgan Guaranty Trust Company of New York,as Executor of Liber 5474 page 59 the Last Will and Testament of Harrison K.McCann,deceased Dated: 12/19/63 TO Recorded: 12/27/63 J.M.S. Land&Development Corp. (premises and more) Morgan Guaranty Trust Company of New York,as Executor of Liber 5474 page 61 the Last Will and Testament of Harrison K.McCann,deceased Dated: 12/19/63 TO Recorded: 12/27/63 H.J.S.Land&Development Corp. (Premises and more) FIDELITY N AL TI INSURANCE SERVI LC Sworn to before me this TINA MULLER 90 day of January,2014 Notary Publics SCOTT Notary FubNo,thele of New York NO.QudWd 5 Twm Ems MW 31,20 r 4 H.J.S. Land&Development Corp. and J.M.S.Land& Liber 5841 page 123 Development Corp. TO Dated: 09/30/65 George R. Ahlers Recorded: 10/15/65 George Ahlers Builders,Inc. Liber 7076 page 347 TO Dated: 12/16/71 Robert F. Stotsky and Sandra Lee Stotsky,his wife Recorded: 12/29/71 Robert F. Stotsky and Sandra Lee Stotsky,his wife Liber 8651 page 228 TO Dated:06/27/79 Emanuel V.Abate and Ann M.Abate,his wife Recorded:07/02/79 Ann M.Abate,as surviving tenant by the entirety of Emanuel Liber 12144 page 540 V.Abate,deceased Dated: 09/19/01 MelhTO Recorded: 10/01/01 Daniel S. ado and Nancy L.Melhado,his wife Daniel S.Melhado and Nancy L.Melhado,his wife Liber 12704 page 809 TO Dated:08/14/12 William B. Cronin and Laura M. Cronin,husband and wife Recorded:09/11/12 LAST DEED OF RECORD PREMISES WEST: MOORE'S LANE FIDELI ATION TLE INSURANCE SE CES,LLC BY: Sworn to before me this HRISTINA MULLER 90'day of January,2014 NotaryPublic JUNE ew le Nobly PuW SbNe o/New York NO.0180479303Suffok C4ounty QwdW Term Expiros�May 3131.20__I,_%./ 6 a-zzc S001 Town Hall Annex Telephone(63 t)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G� Q Southold,NY 11971-0959 COUNTY, August 22, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Equity Trust Co Paul Davey 565 Rt 25A, Suite 208 Miller Place, NY 11764 Re: 920 Moores Lane,Greenport TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. -Final Health Department Approval. A plumbers Solder d Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38627 — New Dwelling AREA 19,500 SO. FT. N SURVEY OF PROPERTY > W' SAD A T GREENPORT w D R TOWN ,OF SOUTHOLD c5 u- pOH a SUFFOLK COUNTY, N. Y. � LET 1000-33-02-42 IN o� SCALE. 1 - 30 OCTOBER 9, 2013 V1P�R � �L\NG�Pvg�\C o`pIE oZ ! V 1011, 3 \\ E E\-�08 RAIN RUNOFF CONTAINMENT SND HOUSE = 1920 sq. ft. 1920 x lx 0.17= 326 cu. ft. 69�Q2 D N a 326/42.2= 7.7 vf. N N FE• / 0� PROVIDE 2 — 8'g x 4 deep DWs. N / \ 0 rinE��Do �i DW. \ o O 35 W _S ( ! y�� \�' .oik 0 TESTHOLE L.30.6' \ 10 10' O LP. MIN.. ST. MIN. G Z MIN. \ oN DW O FE cow ��30 <�� o 0. ��28� 56921 cm Nt7� c�EL.2a.2 7 TEST HOLE DATA ; MCDONALD GEOSCIENCE \ LO 9/19/2013 EL.30.6' PALE BROWN SILT ML \ r r pV ., Coullo I�CPi�:sC.r . a + i3y Buffo -- 3 rx� � LL PROPOSED SEP71C S)SMI r h IN,8 FT. DIA.x`94 FT. HIGH PRECAST CONCRETE LEACHING RING PALE BROWN AND BROWN SILTY SAND SM BACKFILL MATERNAL COURSE SAND AND CRAWL 0 [111,000 GALLON PRECAST SEPTIC TANK. 10' LOT ®s REFER TO -MAP OF EASTERN SHORES AT GREENPORT, SECTION 5 FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON 12/31/68, AS FILE N0. 5234. BROWN FINE TO COARSE SAND SW W1 TH 1O GRAVEL ��; r LOT ©s REFER TO "MAP OF EASTERN SHORES AT GREENPORT, 17' L SECTION 3" FILED IN THE SUFFOLK COUNTY CLERKS 1 OFFICE ON 09/27/65, AS FILE NO. 4475 • = PIPEo Iy tr ■ = MONUMENT /� �- )]rYi fC 'Y OI" ✓V'�i°) �"iC' `� TFa'� ARD_ �JA/'l'yCJ� , - �t�J IIO�� Of SUI�SU,RFACt St WAvE )�,Si OS a.' SY_S i� %9S t <Jf� SINGLE f . lti9/L Y RESIDF,NCES and wi%I abide by the conditions set forth therein and or, the yol ;, "o, : o-,c,/! t. CesSyoo,s sl%o�v hE.'roon ore tram f,%E�id obse�iations and or frorr, doto obtained born others. far i 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION D9 , VEYORS, C. OF SECTION 7209OF THE NEW YORK STATE EDUCA77ON LAW. (637) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2 ALL CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ELEVATIONS ARE REFERENCED TO 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. AN ASSUMED DATAM. SOUTHOLD, MY 11971 13-262 Construction Entrance- Lt. Blue I Soil Stockpile - Red line : - •* Trench Drain - Pink line jConcrete Washout—yellow Iir w ! ; Aj - O r U CALCULATION UDt✓ AMW �f , -o s4` F � L s s I • , y f X , =. RGhetiT' - PT 2 r 00 wo M : i • ' No Sly t c 1 w .-. ' [ � a x gr form j .ad �. '• "�'a��� �� �$ �' . ti ; A. 04 top p t0 000 } IMF rim � 1 .. - .... ,.'-. ..' is .,. ... S , r i 4 AREA= 19,50U ,S'G1. .h"l: N SURVEY OF PROPERTY A� A T GREENPORT g0 TOWN OF SO UTHOLD ppND d SUFFOLK COUNTY, MY 1000-33-02-42 jN g, SCALE. 1 30 o OCTOBER 9, 2013 N APRIL 1, 2014 (FOUNDATION LOC.) �uNG'pv0�\G 0� p *0. �.\ OE F�. E� 8 RAIN RUNOFF CONTAINMENT SNFO 5� HOUSE = 1920 sq. ft. a� 9 1920 x 1x 0.17= 326 cu. ft. Q 2110 326/42.2= 7.7 vf. N0 PROVIDE 2 — 8'a x 4' deep DWs. E�-• �.-� �p0 p� o 35�Opp5ED \ )NIS___ 0-2) TESTHOLE 00A \ EL.30.6' \ o 10,\ O 2 d UP MIN. T. 5 .00• 10' ^'o MIN. PROPOSED 3 2,�1. 'S 0. 77 s \r�\ i < ?� � O\ cv� 2$ •o2 E \ � 569 TEST HOLE DATA McDONALD GEOSCIENCE E 911912013 L.30.6' PALE BROWN SILT ML \ 0 3' PROPOSEV S P770 SYSIM [1]8 FT. DIA.x 8 FT. HIGH PRECAST CONCRETE LEACHING RING PALE BROWN AND BROWN SILTY SAND SM BACKRLL MATERIAL COURSE SAND AND GRAVEL (3" COLLAR) [1] 1,000 GALLON PRECAST SEPTIC TANK. LOT REFER TO "MAP OF EASTERN SHORES AT GREENPORT, 10' SECTION 5" FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON 12/31/68, AS FILE NO. 5234. BROWN FINE TO COARSE SAND SW WITH 10% GRAVEL LOT J3 REFER TO "MAP OF EASTERN SHORES AT GREENPORT, 17' SECTION 3" FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON 09/27/65, AS FILE NO. 4475 = PIPE ■ = MONUMENT Gm forniliar with, the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR S1NGi_E FAMILY RF_SiDENCES and will obide by the conditions set forth, therein and or.., the per;n it to corstruct. � " `'�.,il!Z,v The hocotior of wells and cesspools shown f;ereor, ore �' t from f*efd observotions and or from data obto/;ned frorn others. IC. N0. 49618 ANY ALTERA71ON OR ADDITION TO THIS SURVEY IS A VIOLATION O C S, P. OF SEC710N 72090F THE NEW YORK STATE EDUCATION LAW. (6 ) 6 = 31) 765-1797 EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA 71ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. e 9�9ggs1 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ELEVATIONS ARE REFERENCED TO 1230 - WHOSE SIGNATURE APPEARS HEREON. AN ASSUMED DATAM. SOUTHOL '�': L APR 4 2014 I I # R10-13-0064SCOHS Ref. AREA= 19,500 SO. FT. SURVEY OF PROPERTY A T GREENPORT N TOWN OF SOUTHOLD g0A SUFFOLK COUNTY, MY OND 1000-33-02-42 P °, SCALE: 1'= 30' OCTOBER 9, 2013 1 O;A APRIL 1, 2014 (FOUNDATION LOC) G AUG. 5, 2014 (FINAL) PSR �Gn N AUG 28, 2014 (REM-1 IµS) _. G�p�BJG w y low vol o`er 0 QQ . Q \, •1L gam✓ O N69�Q,L1Q 1 Fo1N 1An\ NO RAIN RUNOFF CONTAINMENT HOUSE = 1920 sq. ft. ' 1920 x 1x 0.17— 326 cu. ft. 32¢/42.2- 7.7 W. PROVIDE 2 — 8',6 x 4' deep DW's. 40.1 0 `M �R` PIO y� DRIVEWAY DRAINS: 2 — 8*0 x 8' deep PRECAST DW's. Q1 YAP 0 RSC R N0 TESTHOLE aLi6' '� o 7T O _ �O 0 O c, �a wP� °aP�N w o� =EO95a. oR�� �'• o�E. P ' °RP\N G• 1�Q QQ �o ° �za 9ro E g6 G� 2 _ 7 ` 1 y TEST HOLE DATA MCDONALD GEOSaENCE 9/19/2013 ELso.s SEPTIC LOCA TION PALE BROWN SILT ML 3' SUFF L OUNTY DEPARTMENT OF HEALTH SERVICES OB 0 APPROVAL OF CONSTRUCTED WORKS FOR A SINGLF...'FA VI'V RESIDFNCE ST 27' 44' .•,7, PALE BROWN AND BROWN SIL SeS� _ �.. 5.2014 R�O.`.`� . ,-�:� LP 40' 40' vt In 50PVC S1'8= 10' be Saf,s ate: [t j B FT. DU.x 12 FT. HIGH PRECAST CANCR£IE LEACHING RING BROWN FlN£ 70 COARSE SAND W PAQKfTLL MATERIAL COURSE SAND AND GRAVEL (3' CALCAR) [111,000 GALLON PRECAST SEPAC TANK. WITH YOX GRAVEL 17 RECEIVED LOT ® SECTION 5" FILED REFER TO "MAP OF EASTERN SUFFOLK COUNTY CLERKS OFFICE ON 12/31/68, AS FILE NO. 5234. • = PIPE SEP 0 2 2014 ■ = MONUMENT LOT ®s REFER TO "MAP OF EASTERN SHORES AT GREENPORT, SUFF.CO.HEALTH SERVICES SECTION 3" FILED IN THE SUFFOLK COUNTY CLERKS L OFFICE OF WASTEWATER MGT. OFFICE ON 09/27/65, AS FILE NO. 4475 I am familiar with the STANDARDS FOR APPROVAL OF t c AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES h� , �,;;•``,' e and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are ,: from field observations and or from data obtained from others. <r . Y.S. LIC. NO. 49618 ANY ALTERATION OR ADDITION TO 7HIS SURVEY IS A VIOLATION E ORS, P.C. OF SEC77ON 72090E THE NEW YORK STATE EDUCA77ON LAW. (631) 765— 020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL C£RnRCAnONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ELEVATIONS ARE REFERENCED TO 1230 TRAVELER STREET *HOSE SIGNA7URE APPEARS HEREON. AN ASSUMED DATAM. SOUTHOLD, N. Y. 11971 13-262 S/ 6 - aoy - � aaa aaaaLm '�► r tY" owl MW swEEto terAL Pt9YPlC11Y!YtN s tx ■fir4 ❑Q w_ EETa vera wrr �^ Z m 6 EIIIAW anLr OEt 0lTAU ELT FOM OETKJ TEIPOIIMYCORdIRUC110M ttiNDt11110E STANOAED PeE1CW COATICI E CA f rN MON NOTE: STORMWATER MANAGEMENT CONTROL PLANS MUST SHOW CROSS SECTIONS AND/OR DETAILS FOR ALL PROPOSED DESIGN ELEhAEN TS (This Drawing is only one example d an Adegaate Storsawater Management Control Plan.) NOTE; All eenwne dpermmmt.nNer noel dr;.e,.ry cmartM-P ko td within a Toxin R.O.W.must men rhe minimumrerfuirm.rmdthe Ta Hith.ayWfe ions and h wbjen ro d.approval d the Hi�.ry Ssperimendmt. �irR ' y •c�o..r �r.wn Dove ._ - T r r I I I I Rp'lT ACE �� i r I •" ...�....ter..�i..� �—�,—y.,,T��—— s.. 7 TrWeal Secdom 0 LMQka YEW Rainu°>`+m- ^'r a—Jttet+�r-• ';)\ iIi rri i ir/.#ir i/. I wt ••. tr 'i rt .ri r ir i i eirao0uw.,rt. i,(To Include)SITE PLAN DATA. NAME of PROPERTY OWNERai i \ Mu PROPERTYADDRESS SUPFOIX COUNTY TAX MAP NUMBER TOTAL SITE AREA/ACREAGE TOTAL AREA wnuw CLEARINO LAS it41 LOCATIONOF ALL PRIVATE WELLS VA71M o QQ I I I t 7PST HOLE LOCATION ' ' 1' •r►�.. N — 3 i-���i II�° I�. I Tom..' I .•��� I I t h J / = t STORMWATER DRAINAGE Aaa + —1—=— —+ ——�_— _1— J CALCULATIONS:(To Incittde) `�`r w' \ + a � TVIAL AREA naSURFACES: ROOFAR ROOF ARBA DRIVEWAY AREA PATIO AREA ALL OnER IMPERVIOUS AREAS / a STORMWATER CALCULATIONS FOR A T RAINFALL STORMWATER MANAGEMENT CONTROL PLAN DESIGN 0POOLS.D0DAGEPIESIZIDEYTOTA Test Hole ,pv LEACHING POOIS,DRAINAGE PIPE SI7rAl0ATOTAL SCAt F: 7'.60.O•y— GPACDY.M.t+alo.er�mm�..arx.�trrool...auw.) New York State Insurance Fund Workers'Compensation&Disability Bends Specialists Since 1914 S CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)7564300 CERTIFICATE OF WORKERS'COMPENSATION INSURANCE A A^AAA 582445685 SLIGO CONSTRUCTION CORP 1145 BAY HAVEN LANE SOUTHOLD NY 11971 POLICYHOLDER CERTIFICATE HOLDER SLIGO CONSTRUCTION CORP SOUTHOLD BUILDING DEPARTMENT 1145 BAY HAVEN LANE 54375 ROUTE 25 SOUTHOLD NY 11971 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11353733-7 875081 04/15/2013 TO 04/15/2014 11/22/2013 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.1353 733-7 UNTIL 04/15/2014, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. AND. WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 04/15/2014 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE_ NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PAUL DAVEY PRESIDENT AND LISA DAVEY VICE PRESIDENT OF SLIGO CONSTRUCTION CORP (A TWO PERSON CORP) THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR.INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.comtcert/certval.asp or by calling(888)875-5790 %/AI Ir1ATInki All IKAPr= -AAQRZ4n1Z SLIGO-1 OP ID:LA ACORiL7` CATE(Mwvmy YY) CERTIFICATE OF LIABILITY INSURANCE 11/22/2013 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s. PRODUCER CONTACT NAME: Inter Insurance Agency PHONE 380 North Broadway Suite 400W. AUk No Jericho,NY 11753 ADDRESS: Timothy B.Derham PISURER(S) AFFORDING COVERAGE NAIL# INSURER A:intenational Underwriting Ins 31600 INSURED Sligo Construction,Corp. INSURER B: Paul Dave 145 Bay Haven ven Lane Southold,NY 11971 INSURER D: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MSRAM SUM POLICY EFF POLICY EXP I LTR TYPE OF INSURANCE Vn POLICY NUMBER LIMITS GENERAL LIABILITY EACH OCCURRENCE S 1,0N,0001 A X COMMERCIAL GENERAL LIABILITY UI1020 13/283 08/30/2013 08/30/2014 DAMAGEToPREMISES Ea 0=ff rREAITFO ice S 50, CLAIMS-MADE OCCUR MED EXP(Any ane person) $ 5, PERSONAL a ADV INJURY S 11000.0 GENERAL AGGREGATE $ 2,000,00( GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGO S 2,000,00( X POLICY PRO-JER Loc $ AUTOMOBILE LW80.1TYCOMBINED SINGLE LIMIT ANY AUTO BODILY INJURY(Per pwaon) S. ALL OWNEDSCHEDULED BODILY INJURY(Per acadwt) $ AUTOS AUTOS HIRED AUTOS ANUT S PRO ACCI E _ $ UMBRELLALWB OCCUR EACH OCCURRENCE S EXCESS UAB CLAIMS-MADE AGGREGATE $ DED RETENTION s $ WORKERS COMPENSATION WC STATU OTH- AND EUMPLOYEW LIABILITY ER ANY PROPREaTORIPARTNERIEXECUTNE YN/A E.L.EACH ACCIDENT $ OFFICERIMFMBER EXCLUDED? (Mwxlde,y In NH) L E.L.DISEASE-EA EMPLOYE S DESCRIPTWNndw OPERATIONS below E.L.DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(AQaoh ACORD 101,Additional Remarlo Schedule,if mora spme N fired) Southhold Building Department is listed as the certificate holder. CERTIFICATE HOLDER CANCELLATION SOUTHHO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WaL BE DELIVERED IN Southhold Building Department ACCORDANCE YNTHTHE POLICY PROVISIONS. 54375 Route 25 Southhold,NY 11971 AUTHORIZED REPRESWATIVE TimothB'Derhar ®1988-2010 4 RD CORPORATION. All rights reserved. 1991 All i Suffolkolk CounExecutivets f IT Office o Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE, NEW YORK 11788 DATE ISSUED: 8/22/2001 No. 29373-H SUFFOLK COUNTY Home Improvement Contractor License This is to certify that PAUL J DAVEY doing business as SLIGO CONSTRUCTIION CORP having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, rules and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk. Additional Businesses NOT VALID WITHOUT DEPARTMENTAL SEAL AND A CURRENT CONSUMER AFFAIRS ID CARD Director SUFFOLK COUNTY DEPT OF LABOR, LICENSING a CONS UI R AFFAIRS • W HOMEIMP OVEN NT CONTRACTOR LIQFNSF PAUL J DAVEY This Certifies h the °SANS"WAA bmmr is duly SLIGO CONSTRUCTION CORP Ikamd by the COuMyofSuffolk ,�;✓�.�. 29373-H � -.+.... 17-- 0&'01/2015 08'01/2015 I C�( REScheck Software Version 4.5.0 J Compliance Certificate Project PROPOSED TWO STORY DWELLING �aED ARC N.K. Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York S -a Construction Type: Single-family W o C7 Project Type: New Construction , Conditioned Floor Area: 0 ft2 Glazing Area 11% ��r� o Zone: oF Climate 4 NE r� Permit Date: —~ Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 920 MOORES LANE PAUL DAVEY EMMANUEL TEHN-ADDY GREENPORT, NY 11944 SLIGO CONSTRUCTION TEHN DESIGN GROUP 1145 BAY HAVEN LANE 125 E.SUNRISE HWY SOUTHOLD, NY 11971 LIDENHURST, NY 11757 Compliance: PasseS LISIrig UA trade-off Compliance: 11.6%Better Than Code Maximum UA: 430 Your UA: 380 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area C,Vity cont. Glazincl Assembly 01' R-ValUe R-Value or .. Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 1,042 38.0 0.0 0.030 31 Ceiling 2: Cathedral Ceiling 257 30.0 0.0 0.034 9 Wall 1:Wood Frame, 16" o.c. 2,762 13.0 0.0 0.082 199 Window 1: Wood Frame:Double Pane with Low-E 275 0.310 85 Door 1: Glass 24 0.300 7 Door 2: Solid 35 0.200 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,272 30.0 0.0 0.033 42 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.5.0 p9d to comply with the mandatory requirements listed in the REScheck Inspection Checklist. �= h Juke- �_ H1H R . �t,�_ I at Name-Title Signature Da Project Title: PROPOSED TWO STORY DWELLING Report date: 10/17/13 Data filename: M:\DAVEY-13-118\SLIGO.rck Page 1 of 1 MIANHOLE DETAIL AL CLEAN SAND sTYYPICAL ILER - PMRTINC.ASPNAIT RDAU SURFACE. CAST IRON INLET FRAME s SOLID GRADE GRADE COVER TO GRADE. BRICK MAY BE UVF) TO REINFORCED. 4,000 PSI O 0 (}0 O v s en ADJUST CURB INLET CAST TRAFFIC BEARING - QD a a° a b a0p CLEAN ARAM Construction Fence-brown line IRON DRAT[ & TRAME TO - CONCRETE SLAB d70 0 0 n ,0 SURFACE ELEVATION A 36" o O 4 MAXIMUM OF 12 INCHES. f 48' REINFORCED 4.000 PS0 000C, O 00 rTFR per' I­1RECASRT CONCRETE 0 0 0 0 a a 0 Q p 6" STANDARD STEPS —' 6- p 0 0 � 0QOoO" - UTIPUrAVATRI SCW Erosion Sediment control- Blue line afi' o.C.-Trp. a UDo O0 (1 _. - �o 0 000 o a o Clearing Limits - Green Line MIN. 6" WASHED STOW BFIlDiNG Construction Entrance- Lt. Blue line CURB INLET DETAIL cONcRPRE(:AST FRENCH DRAIN DETAIL C THICK ETRAFFIC E7(1$TINGGRA85 Soil Stockpile - Red line OEARWL. G SAEL -- Sc k:NTS CAST IRON CMB INLET 54YALE AIffA - TrenchDrain - Pin line REINFORCED, 4,000 PS GRADE GRATE & FRAME. GRASS SHOULDER TRAFFIC BEARING AREA. TYPICAL CAST IRON INLET Concrete Washout- CONCRETE SLAB GRAIL&WAW BRICK MAY K USED TO GRADE GRADE AD.IUST CURB INLET CAST -- REINFORCED 4,000 PSI — IRON GRATE & FRAME TU PRECAST CONCRETE SURFACE I 26` - • SURFACE ELEVATION A 00 Inv 1fllflll CATCH BASIN 48" MAXIMUM OF 12 INCHES. n — FROM 5°-0" . CID El 1:1 SURVEY L0.� PROPERTY 6` LJ To 70'--D" INIII= B®E®� 0 C3 LZI _ CLEAR 6 SAID 8 y' TOWN!�"3 '^7 RT REM VP O MIN. WASHED _ C]d M=$� _ GRAVEL 0) nip � O SLAB DETAIL STONE BEDDING -r -_-_-_- �,__�_ • • S DU4Nt I tR x r 1>tti' 26' �� = FRLCAST CONCRETE _ 1313 Eg® f'f- --LEACHING RING Y�+V V011) SUM N77, N Y. T REINFORCED TRAFFIC aw _ J -6- BEARING CONCRETE a7.RB Q C3 M(3 BO" a NOTE: THEM SAND NOTE:RC1INrRCEMEN- FOR SOL13El AND TRAFFIC LOADING BY _lj�ll yy yy� _ AN ENGINEER c . -60•--+-� GlFJ1N SAND 8 CJ2AVEL �1� 1`•, 1VDARDPRE CAS�'CUNCRTEeATCHBASIN (ROUND �` - ` S .I " t WAITER z (4'X4' Tkpicall (5 FEET TO 20 FEFT IN DEPTH) rel^Nn r D� ra Nu Typical Section (cit Teaching P(mils GP,tSS Sal`:LLE DETAIL s ry :NTs J' ! y L1� LU L --- '\beW N R t� CONTAIN�NT Q 4V` HCM c 1sq. fc 0.17= 35EAL fi128 u, ft NO ` 30/+lot. - 1.7 vt. PROVIDE 2 - War x 4' deep OW FLOW ^I -��- L �Q� %CA R.flp('N RFMff ORCFD CORCRElE E 1 IN MSEAMkC SI_AIB - 24-0IAN .r* I Y ASPHALT ROAD SUHIFACE ON PRATE 6&FRAME - - f4" VERTICAL E E f.ONPACIFD RCA END. fir SLOPE FACE :s Y , .ICs � car I , . I - I r _.... PRECAST CONCRE'[T NEY BEDDING DETAIL ILII- - _. I Fu .y W ANGLE FIRST STAKE TOWARD j :I {'f — ��®� � DRAINAGE PIPE�AL �v N� PREVIOUSLY LAID BALE, VA rj 1Jf 9 }� 1111_ ���� ,Pp1AYETERxt DEEP - �� • q p s ,b • ❑ FLOW ®I� __ —.. l CART CONCRETE IN ,y�y _/• -'. �� �r�FDt�. (/ - ®I� LEACWNG TIC, '} ` ,_ '/AW7-S'•' - `� J r , - --- — o ® . Illy= �► ,, .` y ® 1ri�a .- CLEAN SAND A -~ GRAVFLT,L4 r �• � W C,LAN SAM B ! . y...A�•N_.. e` = r nus ,a r rA.r ra -- iw" E3 l GRAVEL FLL.L. BOUND HAY BALES _ iPLACED ON CONTOUR' \' 2 RE-BARS: STEEL PICKETS OR 1� - ical Section Leachin Pool -= 2.,x 2"STAKES 1S'to 2' IN GROUND.'r' --- � -- �T � DATA DRIVE STAKES FLUSH WITH TOP OF Scale: NTS MN911912013 ALD HAY BALES. ELMIV PALE BROW ` ' ' ' ± ; _ In Uj ANCHORING DETAIL 51 W STRAW BALE DIKE DETAILS WALL.NIS PALE 010111V AW SX TY SAMt A�11119�6At L'✓cIl+1 E VM AM 4�11rF1 (T t�plLAl�? Q — rxa �erarl► stens W m TO -W MALI' �+ SFIaREs AT T, : W ' LCT SECTIM 5- IM Of -PC %WF'OLK OOtNTY MEMM } OF;Fm ON 12131/ek AS Fd E NM 5234. BROWN AW TO Oa4RSE SAV SW WTH 100 GRA WL LOT (E)gUat TO 'MAP OF I=mo 941DIKS AT WMWORT. 3" FIM IN THE Sic 00UN Y CWNM 50' \41 N. rr � ON GO/27�s, AS FKE NO. 4475 y Tse-o-MAx c.�,c. I � f y # UVENT ONSITIi KEEP SECITE ; t,. T: - - LL • PIPE _ } `-k - r jr-� m a -�1 -"•T-.- ; + ^+--..,-I.4 NAY BAIL ANDAR iLl GRME •.,,,_, '-T�. I r i .. '�•"i,- .--_.___.-SD Eat. SIFT FENCING , !1 kT - i r with the STANDARDS FOR APPROVAL OL a f r,x EL ! am..fomn a Q Q > AND CONSTRUC7701V OF SUBSURFACE SEWAGE DISPOSAL 5Y'S TEMS FOR SINGLE. FAJVILY RESIDENCES Z Z O� yf and will abide by the conditions se# forth therein and on the IWU lIJ 0 �W per;Ttir to ct3nstrl�e?. � n 1(1 Z_ a J PERSPECTIVE VIEW y �N The location of wells and cesspools shown hereon ore ew®slnls:�rrruln O I 4V from Feld observations and or from. data obtained from others- a ¢ 18 W I` ANy ALTERATtON OR Aonr€�or1� TD TiaSIAPWY 15 A VXXA W 1� S�I�� �I OF SEV MW 72osar rW mEW YOW STATS �t L4* ( 1) 7BS-•S= FAx (631) 785-1797 36" MINIMUM 2 x 2 _-_ — T AS PER SWray 7200-St 1 tom=. P.O. BX � T Q o FENCE POST fel ARE VAUO FUR Do MAP AND 1230 MAWLER S7WE 13-262 +r—2 2 —I m ` j� I rlvsrn.IrTrn= rzlwE.F�.I�naTLIN�=re�lra_TT- fSW MAP OR COPIES BEyVA tpN1 SE�1! !lf TME SYX�MEYF> RR AN ',A1tlWS�"D t31kTAM � Sf". 111 Y_ 11$71 1e.A iG �/ Z —J WOVEN WIRE FENCE _1 r I a,t�nNF�Fnn,�aNr a1Tr:n-.rr zrwr�vca !�(6 x 6 - 10110 WWF} HLL1c�,N•tw- xr�_exsllweH.da_F:INLVL�aN.aT,� — 0- (6x6 - Z O O a - FILTER CLOTH — - PLAN VIEW _ _1 1�0s) TW '�EMBED FILTER CLOTH R 0 A J MIN. 6" INTO GROUND z � rT,vsrnl�lo�rn-PrVcr-F^LnrramlNDTcarAancrtD ('/W�■ \`■ v/ a" HAY BAIL AND/CR 'M'STOW ,PND"1P^LY.S-ATF ID.-T VPRnVFn RC.P. .' _.._ SILT BAIL NG -L:IQ alwnj?.60Y "Y SING GRetEF?R'N£AI�AGE. - - � Q 1 NOTE: Lu DRAINAGE AREA CROSS SECTION (i 112 ACRE f 100 LINEAR FEET w — v w M TEMPORARY CONSTRUCTION ENTRANCE D- is SECTION DETAIL SCALE N-S DP46 NO SILT FENCE DETAILS SCAT F-N/H a NOTE NOTE NOTE: NOTE NO NOTE: NOTE IGE SHIELD TO EXTEND FROM EXTEND CHIMNEY TO THE BEST L UD KNOWLEDGE,BELIEF AND THE PROPOSED DWELLING HA5 BEEN ROOF EDGE TO A MIN. OF 24" THE HEATING, DHW AND AIR GONDITONIN6 THI5 PROJEGT SHALL COMPLY WITH THE ALL LUMBER THAT GOME5 IN GONTAGT WITH PROFESSIONAL JUDGEMENT,THESE PLANS AND / INSIDE OF EXTERIOR WALL LINE SYSTEMS MUST MEET OR EXCEED THE MECHANICAL CODE OF NY. STATE, CONCRETE SHALL BE A.G.Q. LUMBER. HEIGHT AS NOTED ON PLAN5 OR 5PEGIFIGATION5 ARE IN COMPLIANCE WITH DESIGNED TO BE IN GONFORMANGE WITH THE 5PEGIFIGATION5 GALLED OUT ON THE ENERGY GHAPTER5 12 THROUGH 24. ` THE 2010 ENERGY CONSERVATION GON5TRUCTION CODE. 2010 RE51DENTIAL GODE OF NEW YORK. STAR COMPLIANCE CERTIFICATE. THE PLUMBING CODE OF NY. STATE, GHAPTER5 25 THROUGH 32. THE ELEGTRIGAL GODE OF NY. STATE, GHAPTER5 33 THROUGH 42. 4 Q N RIDGE HEIGHT CONTINUOUS R106E VENT — — - - — — — — — — — — CONTINUOUS RIDGE VENT 12 TIMBERLINE-GREEN - ® 12 q —30 YR. ARGHITEGTURAL Q 6 ASPHALT 5HIN6LES 12 ICE SHIELD TIMBERLINE-6REEN a , ICE SHIELD — — — — — — — — — — — — — — — 30 YR. ARCHITECTURAL ICE SHIELD-- — — — A5PHALT 5HIN6LE5 — — — — — — — — — HEARTLAND L oa�o — —FIN GL6. — OG��O DOUBLE 01 DUTCH LAP - VINYL SIDINGI.-b. WIN. HT '- oil CONTINUOUS RIDGE VENT — — RIDGE HEIGHT — /� DOLOR — — — — — — HEARTLAND SANDLEWOOD DOUBLE 4" FLASHING 36" MIN RAILING HEIGHT DUTCH LAP / FLASHING b 1/4" x b 1/4" COLONIAL VINYL -Di GONT. RIDGE VENT RI GE. HT _ ® WV 2" POS50U>1�ILIN65 Q _ �NDLEW00 ✓ `� 12 5 PIGKET5-WHITE N, rp j T I MBERL I NE-GREEN--- — — — — — — — — — — — 30 YR. ARGHITEGTURA� \�-FLASHING \ — — — — — — — — — — — —ASPHALT SHINGLES o — SD � \ 12 � Q5 FLASHING - - - - - - - - - IGESHIELID — — — — — FINFLOOR - - - - - - - - - - - - - - - - - - - - - - - NOT PROCEED 'i. _ _ _ i,4F�ING UNTIL SURVE FIN DLG. ? .- OUNDATIO LGA;;,. , — — N — — — -0* HAS BEEN APPRO'v . o 2" x 2" SQUARE PI ET5 LANTERN STYLE WHITE P) LIGHTS (TYP) N WIN. HT — — HEARTLAND LANTERN STYLE — — — DOUBLE 4" LIGHTS (TYP) HEARTLAND NLECTION I/4" x b I/4" COLO L DUTCH LAP LAP— HOOD" (a 1/ RAILI 5 VINYL 51DING - DOUBLE 4" VINYL SIDING ,, Q WHITE (TYP) COLOR DOLOR LIBER CER77FICAT r SEAL 6 5ANDLEHOOD 015ANDLEWOOD EAD CONTENT 'sFF1 ��EaE�ARc HEARTLAND DOUBLE 4° <` IFICATE OF OCGU ,^• DUTCH LAP 36" RAILIN6 HT ER USED 1N WATLz VINYL SIDING ® ® ® COLOR *.. ..._.... �.. o FIN FLOOR sANDLEWOOD PLY SYSTEM GANN EED y10 OF 1%�. � - �� BOTT. OF FLOOR _1015 _._ — 8" P. CONCRETE FOUNDATION GRADE OF NDN GRADE GRADE 4 1 1 'PLUMBING I I I I I A L PLUMBING WASTE ~ , 4"�x4" P05TANGHOREDON I I - - - - - - - - - - - - - - - - - - - - m � :. .` '� - - - - - - - , —, - - - - - - I I 1 WATERLINE S NEE 12"(P 50NO TUBE BELOW GRADE AND 4'1 ABOVE6RA17E - - - - - - - - - - - - - - - - - - - - - - - - - - I I--- — — — — — — — — 1 taN�6EFORE cOvRI�JG „ Ib" x 8" GONG FTG_ — — Ib x 8 GONG FTG. I I T ., II II 1 � I � II II I I I I ( 11 I��T IN STORM WATER RUNOFF 1 1 I I I I I I I I I I I PUa UANT TO TOWN co F��R��� w OP OF SLAB - - I I - - - I - - - - - - 1 - - - - - I I R16NT 5100 ELEVATION � -_ _ — —1 (w 0 - - - - - - — L �- - - - - -zJ=- - - - - — - - - - - -�—r - - - - - —�_ - - - - -�- I6" x8" GONG FT6.- - - � �� T_I Ib" x 8" GONG FT6 — — — I/�"= 1'- O° - - - - - - - - - - - - - - - - - - - T 4" x4" POSTANCHORED ON 12"41)I I-DRY WELL FRONT ELEVATION AND SONO TUBE BELOW GRADE -. / I AND 4"-b" ABOVE GRADE 1/4 11 11- 011 I&PIRMED AS k'&i ED w NOTE NOTE C /f B.P- ## L ,2 Q EXTEN CHIMNEY PATE' CONTINUOUS RIIDGE VENT-) c� ICE SHIELD TO EXTEND FROM ROOF EDGE TO A MIN. OF 24" HEIGHT AS NOTED ON PLANS F• / IN51DE OF EXTERIOR WALL LINE N10TIFY BU DEPARTMENT H � 765-1802 8 ANI TO 4 P1A FOR THE ® FOLLOWING INSPECTIONS: TIMBERLINE-GREEN 1. FOUNDATION-TWO REQUIRED 30 YR. LINE- BEEN L�j 12 FOR POURED CONCRETE (Q ASPHALT SHINGLES 6 2. ROUGH FRAMING,PLUMBING, La STRAPPING, ELECTRICAL &CAULKING V —IGE SHIELD ICE SHIELD 8• INSULATION v — — — — — — — — — — — — — — 4. FINAL CONSTRUCTION &ELECTRICAL JjJ — — — — — — — — — — — — — — — — — — — — — — — — — — N 0 MUST BE COMPLETE FOR C.O. FIN DLG. ALL CONSTRUCTION SHALL MEET THE --� — — — — — — . — - REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR to m WIN. HT DESIGN OR CONSTRUCTION ERRORS. (v 12" HEARTLAND 12' - — — — — — — — - CONTINUOUS RIDGE VENT w DUTCH LAP HEARTLAND VINYL 510IN6 DOUBLE 4" 36" MIN RAILING HEIGHT TIMBERLINE-GREEN COLOR Q DUTCH LRP 5ANDLEHOOD 6 I/4" x b I/4" COLONIAL 30 YR. ARGHITEGTURAL 5 VINYL SIDING WOOD POST & RAILINGS ASPHALT SHINGLE COLOR W/ 2" x 2" SQUARE 5ANDLEWOOD PICKETS-WHITE O tt r W } _ ICE SHIELD - FLASHING — — — — — — — — — — — — — - — — — TIMBERLINE-GREEN FIN FLOOR Z W Z —30 YR. ARCHITECTURAL - — — — — — — — - ASPHALT 5HINOLE5- FIN GL6_ — - t- ~ th ��11�� � z z ARTLAWIN. HT V !ll 111 !ll DOUBLE4� DUTCH LAP "= HEARTLAND COLOR VINYL IDING DOUBLE 4 0 ! DUTCH LAP HEARTLAND 5ANDLEHOOD VINYL 51DING DOUBLE 4" /. a w 1 COLOR DUTCH LAP 2" x 2" SQUARE PICKETS Q O d) 5ANDLEHOOD VINYL 510IN6 COLOR \ 5ANDLEHOOD 36 MIN HT. z I FAV Z m b I/4 x b I/4 COLONIAL WOOD P05T d RAILIN65 W/ 2" x 2" SQUARE - — FIN FLOOR PICKETS-WHITE BOTT. OF FLOOR -JOISTS O " RETE FOUNDATION GRADE GRADE _ GRADE V II 6RADE — 8 P. GONG — _— I I I ' ~ Z Ll 1 I I I I I I Q z l� 00 — I I C - - � - - - - 4 w O � 1 I 1 Ak � , 1 I I I I ° IL O to w Z I I I I I � OW � � � ^v �` off _ —tocw < I C - - � I 1 _ �- - - -I - - — - - — — — — — — — - - - - - - - I I - - - - - - 1 - - - - - - = - - — - - - - - - - - I 1 � 1� � ct� � t— o - - - - - - - - - - - - - - - - - - - - - - - - — Ib" X8" GONG FT6.- - - - - - - - - � - - -� LJ C - - = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -16° x8" GONGFTo. — Ib" x 8" GONG FT6. — — — — - - I- - - - - - - — - - - - - - - - ---;- - - - - •— DWG NO - - - - - - - - - - - - - - - - - - - - - - - 4" x4" P05TANGHORED ON 12"1 SONO TUBE BELOW GRADE ir if ] 1 LEr S 11�e of- EVAT 11V N AND 4"-b' ABOVE GRADE \ -DRY"ELL REAR ELEVATION 1/4"= 1'- 0" ANCHOR B BOLT SPECIFICATION 5 5 SYMBOL LMNO 12° MAX 12' MAX 51: NOTE! b" MIN b" MIN I. DOUBLE ALL FLOOR J015TS UNDER PARTITIONS AND Ib'-O" 8-1011 26'-1111 3'-8" 2'-2" NEW GONSTRUGTION z 3'-0" 2'-2' P05T5 ABOVE. € 8, ^II 81-011 8�_g" b'-10" 13'-111 — — — TO BE REMOVED DOUBLE ALL FLOOR J01575 AND TRIMMER5 AROUND N ;b N v — — — STAIR WELL OPENING. EXIST'G STRUGTURE 2. ALL 5TRUGTURAL GOL'5 THAT SUPPORT ANY HEADER5 " ANCHOR BOLT 0 36" O.G.FOR 2 STORY H_ D N L.V.L., 61RDER5, ETG. 5HALL BE 5UPPORTED DOWN TO HOD N. — — — — — — — — — — NEW CONCRETE FOUNDATION, FT6'S, AND OTHER STRUCTURAL 41 J" ANCHOR BOLT® 72" O.G.FOR I STORY — — — — — — — — — — 61RDER5 OR HEADERS A5 NEGE55ARY. J" ANCHOR BOLT® 57" O.G.FOR SLAB ON GRADE I — — DESIGNATES DETAIL VIEW 3. ALL PLYWOOD 5HEATHIN6 SHALL BE GONTINUOU5 " ANCHOR BOLT® 23" O.G.FOR 2 STORY I F__ — ET NUMBER FROM SILL PLATE To TOP OF TOP PLATE, BEHIND ANY J11 ANCHOR BOLT® 46" O.G.FOR I STORY I I o 8" P. CONCRETE FOUNDATION I - 2- 2"x 8" HDR _ 4 / �-- DESIGNATES SHE 5EGONDARY ROOF 5Y5TEM5, GARAGES, OR COVERED ��# PORCH'S. (ETC) �" ANCHOR BOLT® 36" O.G. FOR SLAB ON GRADE I I O dJ 1 I.MIN.T EMBEDMENT INTO CONCRETE I = H N I LN � DESIGNATES SECTION VIEW w/3" SQUARE WASHERS AND END NUT SETUP " 2" x 8" NAILER— —_ `t I I (3) 211 r12" GI ERET— _ - I D ;rTX NOTE 2. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR — e J L - - - - - - - - -� L _ _ - - _ © - - - - - - - - - - - -© - - - - - - # OR REPLAGEo BY HOLD DOWNS FOR 5HEARWALLS I I =da DESIGNATES SHEET NUMBER ALL LUMBER THAT GOME5 IN CONTACT WITH GONGRETE 5HALL BE A.G.Q. LUMBER. 3. I - ANCHOR BOLT 15 TO BE LOCATED BETWEEN 6" MIN. 1 11 8" P. GONGRETE FOUNDATION 26'-1►" TO 12 " MAX.FROM ENDS OR CORNERS i 71_A 11 7111 51-1011 I 4.GONG. BLOCK TO BE FILLED SOLID ® ANCHOR BOLTS. IL t 1 1 I 1 o NOTE: U I R M I T I I U� DOUBLE.ALL FLOOR JOISTS @ --I � NE ",/O 5AT ELECTRICAL � I I - O UoUBLE ALL FOORJOIST. ® � o �/�, i ® DOUBLE ALL FLOOR JOISTS - IY 2010 I I o W_ PULL CELLAR AND TRIMMERS AROUND 0 o UP ELECTRICAL WORK WILL COMPLY WITH THE RE50ENTIAL CODE OP NEW YORK STATE I I X 13 4' GONG STAIRWELL OPENING. ry CHAPTER 33 THROUGH �2 = 1 -° GL6.HEIGHT I I CHS _ 1 Q - I 6'-1111 ENERGY STAR LBELED DOMES I I _ _ — — — — — — — — `r — � BEAM POCKET - _ II — - - - - - - - > GGIRDER 3]2° 12" GIRDER,.- — — — — — — GU I E L I NE J 8 + — — r -(— �_I — +� — — — — 811 P. GONGRETE FOUNDATION L — J L — J L I J II L — J m I 1 I 1 I 1 I I SEAL FLED ARc- COOLING EQUIPMENT A/C 14 5EER/12 EER — J 31/2"41)STL GOL II hi (MINIMUM) HEAT PUMP 14 SEER/12 EER 53 H5PF � W/2' x 2' x I'GON�TYPJ I I I I I I I �J��-N K TFyti'��, NAGE a0 AWE•OR I �I 1 I� I I I I COOLING EQUIPMENT ENERGY STAR QUALIFIED 6A5 FUR ,— (MINIMUM) ENERGY STAR QUALIFIED 6A5 OR OIL BOILER b5 AWE;OR V I y � v 1 < ENERGY STAR QUALIFIED 8.5 H5PF HEAT PUMP;OR _ 1 I ILER O II II O I I UNEXCAYATEP I �.� R-la INSULATION1 _ OIL FURNACE b5 AWE RUN PERPENDIGULAR S 12. 1 O OVER G.J. :o v G.M. 1L 1 1 u_ N ® � ARE 294 65y�Q� O �T. w W O O THERMOSTAT ENERGY STAR LABELED PR06RAMMA13LE GEILING JOISTS ;5 -11 - OF N 4" GONG SLAB OVER M25 100 SQ.FT.OF CONDITIONED FLOOR AREA, ' II - O I BACKFILL MATERIAL® 1 DUCTWORK LEAKAGE MAXIMUM: 6 GF / I W.H. ® � OQ 1 I ry I a5%COMPACTION. INSULATION MINIMUM: R-b IN UNCONDITIONED SPACES I _ I I M N ODOUBLE TRIMMER ENVELOPE LEAKA6E 5 AGH50 MAXIMUM;COMPLETED THERMAL BYPA55 GHEGKL15T BETWEEN GE LING JOISTS 1 (MINIMUM) R-35(R-30 WITH RAISED HER TRU55 OR EQUIVALENT) " " I 11 11 11 " I I 1 I 1 FLAT CEILINGS(M ) 2-2 x 4 TOP PLATE m 5/8 TYPE X GYPSUM J H D N VAULTED GEILIN65(MINIMUM) R-30(LIMITED TO 500 sq.ft.OF GEILIN6 AREA) 1/2' GYP BO. `r 1 BOARD ON CEILING L/ � � - - - - - - - - - - - - - I - - - - - - - - - - - - - 211PITGH I 9 WALL5(MINIMUM) R-13 STUDS _ _ _ T- 1� _ _ _ — — _ — — _ —1 I I � tu FLOOR(MINIMUM) R-Ia HO D DN. — g" P. GONGRETE FOUNDATION 2 X 8 LEDGER BOARD I BASEMENT OR GRAWL5PAGE WALLS(MINIMUM) R-10 CONTINUOUS OR R-13 CAVITY ' - 1 SLAB E06E (MINIMUM) R-10 FOR 2 FEET MINIMUM - v I 1 1 Q I 1 O x 0 x WINDOW5(MAXIMUM) U-FACTOR WINDOW5<.35 AND ANY 5I-I65;5KYL16HT5<b0 AND< ANY I x " " 1 I J 1 5HGG CTYr) ,4TTIG Iw"TIGN =TAIL I " -' `� _ uQi WATER HEATER EF(MINIMUM) 6A5 OR OIL: 40 GAL=ObI/50 GAL=.5x/15 GAL=O 54 n.ts. (2) 2" x B" HDR (2) 2" x 5" HDR (2) 2" x 5" HDR (2) 2" x 8" HDR: (2) 2" x 8" HDR OR: IN5TANTANEOU5 WATER HEATER OR INDIREGT FIRED 5TORA6E TANK WITH BOILER B LIGHTING AND APPLIANCES 500 kWh OR b50 kWh 5AVIN65 REQUIRED FOR ALL NYE5LH 7'-511 _ 71_5. 5 ~ 7,_511 11 7-5 20'-2" ELECTRICAL kWh 5AVIN65 3 _511 MECHANICAL VENTILATION AUTOMATICALLY CONTROLLED MECHANICAL VENTILATION SHALL BE INSTALLED ACCORDING TO NYE5LH TECHNICAL 5PEGIFIGATION5 A v m � I— COMBUSTION SAFETY TE5TIN6 REQUIRED FOR ALL NYE5LH (5EE NYE5LH TECHNICAL 5PEGIFIGATION5) O � NOTE! W m RST FLOOR ATTACHMENT � I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND to �. OPTIONS FOUNDATION PLAN P05T5 ABOVE. } " OR "SIMPSON" 1/4"= 1'- O" DOUBLE ALL FLOOR J015T5 AND TRIMMER5 AROUND O SIMPSON,HDQS — STAIR WELL OPENING. 51MPSON PHD5 2-I6d COMMON 5TH014RJ 2-I6d COMMON NAILS®b O.G. 12"BEARING ON 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS NAILS OM O.G. FOR FULL LENGTH WALL STUD L.V.L., GIRDER5, ETG. SHALL BE SUPPORTED DOWN TO Z ILIN tr- LEN6TH FO STUD AND OTHER 5TRUGTURAL - t- FOR FULL FOUNDATION, FT6'S, 11 OF STUD 61RDER5 OR HEADERS A5 NEGE55ARY. O z 8 CONCRETE WALL ° I ,° BLOCKING® � lu } / DV ALL113 F ? N BLOCKING 5/b"A.B.® 45"O.G.WITH WDLL 3"X3"X 1/4"PLATE WA5HER ° ° ''nn 0 Z NE#4 V W iu lll 0 ° o REBAR 2"xb"51LL PLATE °° ° — — — — OR ° ar Z n 111 z_ CONCRETE WALL ° P®�T C O I I � C T I O I � � TAILS 1T U J ° tu ° m 5/8"P THREADED ROD EMBEDDED_&� 12 1/2' INTO CONCRETE 12� G��,� -r_�.,nAr11is r..rnl nl$l� �� v zI j '/1 �'I rVK T1CIW—Vl/Yv rmiA r-v1. I - - 1 (who• 1 I 2"xb" DtGKINb (lI N1 I I MIN.5 5"EMBEDMENT SET 51 ACRYLIC TIE 1 / \ / II 1 _�- 211xb"DECKING z 1 n I�I !2 11 ADHE51VE(AT) -_ b-bd COMMON 2" x b" FLOOR JT5® 16" O.G. j p = IISIMP50N" � ~ O O 3-IOd COMMON 2-I6d COMMON FOR F RJ FILLER STRIP 1/2° LAG. BOLT O cV N NAILS®b" O.G. T OF5TUo LENGTH � I RIM.101ST a I ® 24' O.G. ,11 I=11 I I "BEARING ON TEGO'S ~ �� m .I� -.� I I I I h D'• •i III K&U STUD ._.. z PORCH COL'S TO 1"E;'K. 5;8" A�C.HUK VU L I I I I v .. _.. 21 X11 I I i1 I �i••� it I\ a Lte P�.1. Lu,�a I I I I I I _ ® 4'O.G.(TWO STORY HOUSE) I I I I 111 I-11 i AL 1 LU I Ht5 UKTtK VtN I Mb IVU I t 1 IPII-7VI1��, I I I .� I �I I I I��•ice I I�'� 51MP5oN PHDb 1111 X1111 � 2-I6d COMMON _ CONNECTOR FLJ TO DWELLING "• •, ►- "..• DRYER TO BE VENTED TO THE EXTERIOR I _ ____ __ I \�ll� I `H••a J�U�% I I �� I SIT T NAILS® b'O.G.T n- 111 i I -� S, I Mt UUr n�LLINU NW 711ALL wmrLT wr.HnRAl!�F DETAIL I I I�\\\����//��'ll� _.._u. � III TY11l01 III OF 5TUD L "� I f` "I I I�I o Izl � ISI - ISI N __. __ , ..I III �V IIJVL. , 1 L/v I Yl// ♦ 1 I V I i .v . .v — d �UNt 114 I I I I I h Q , p.-I_I I I mo •• ° REBAR I �� I I I 1 I I° �SIo pson Strong-Tie, I i�I n I a .n I g tu 11 � 11 °a II _ I I I 1 ° a u-I !!- vl v. �1 t— <4 Nt N c,C)NS IV i 15.. ..,�(A5 PER W- 2/-- BLEcnvG1_�STnI2IF4l I ° /1�\\ �,-IV_ Lf7-M -O L-•r NnTF I �►, n!_1 1111 I n. 1 A �v�_�t DWG NO IF I I r _ �� -r.. r-ir ,--,f Iw� /il`11.ir1lJIC DVL I 9 ✓v v.v. 1 vim 1 16l n .. ... ._.—._ _....r �...�r-i• u 1 ��u-r A i r LIITLl � ail' � I I�iif I �� 1 .�C��� � 11 � 1 i F; 1 I OR REPLACED BY HOLD DOWN5 FOR 5HEARWALLS Ik IIS L�� �,�L�l I / V � a� --- 1 . GONGRETE SHALL BE A.G.Q. LUMBER. I "MwI�nI�M - - - -- -- — - - - ttuL a° I I 1.IC1..1 //lel/L71=T _ -' "'•' •-• ' AND TY,R,.I�M,_MERS ARiOUND I I I I I`lLr r vv I Iry I\L?i "'fe V ;=anM FNfK OR(,nRNERS / \ _t, Ell jII YCK I \' III \ Ir,c w•-,�,o.,n c rx-,cn I II Jfo" I" KAILIN& "tl&HT II I I I I I SIAIK WILL UVtNINb. 4.GONG.BLOCK TO BE FILLED 50LID® ANCHOR BOLTS. --^M J 1 \I I / ICV LVVW Y 12 I/2" INTO CONCRETE _ f �T 1 11 11 11 I I I 11 wooD POST a RAILINGS 11 I I I I I G G,..n ., a n 77 * ANY ROOF PITGH 7:12 OR GREATER CONSTITUTES AN ADDITIUNAL 5I UK] L/r__Z 7_71`l %1 LJ VL I TIIL V 1L_Y SEAT I'I`�"IJ'VI� ��`'' SQUARE I I II I I I ��- DESIGNATES SHEET NUMBER I I 11114'. r l I�111711 �l.�\ I U 1 I � I '-'� �1 I I I rI�I�C I b-►�»I I>= 11 1 1 I I I I I I I I I I I x- # I I I P)I 1= '"" .c I p i"I ' M YI I I A I I I 1 11 =;A" MIN Pall INr' HFI/-'I-IT II CLOTHES DRYER VENTING NOTE SYMBOL LWEND A DRYER TO BE VENTED TO THE EXTERIOR WALL OF DWELLING AND SHALL COMPLY 5 WITH RMI502. NEW GONSTRUGTION I6'-O" b'-10" 26'-1" 3'-b' 2'-4" TO BE REMOVED OT 11'-2" 4'-10" 4'-3" 101 111 10'-2" 101-6" All DOUBLE ALL FLOOR JOISTS EXIST'G STRUCTURE UNDER PARTITIONS ABOVE. DOUBLE ALL FLOOR JOISTS NEW CONCRETEHOLD ON AND TRIMMERS AROUND 36" MIN RAILING HEIGHT STAIR WELL OPENING. 6 1/4" x 6 1/4" COLONIAL DESIGNATES DETAIL VIEW 6'-0" SEAT 2"x a" D WOOD POST 4 RAILIN65 41LRE DESIGNATES SHEET NUMBER 0 = P G2KETs WH TUE # w GL = O 1-0 _ �, 4 VF ti x `� 2"x 6" EGKING " COLONIAL 36" MIN RAILIN6 HE16HT BATH B WOOD P05T t RAILIN65 DESIGNATES SEGTION VIEW INSTALL FIBERGLASS X Q 8 = — I'-6" ANT — — — — — -� 5 PAN DRYER R WASHER 4 PI KETS-WHHIITEA� # w HOLD bN. 0 (2) 2" x 10" HDR DESIGNATES SHEET NUMBER ° 5 * id� D I NETTS (2) R (2 2" x 8"AFI DN x — N q'-O" GL6. HT. — — N Dry Was N m Ell NOTE! IS'-4' LAV - 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND - N POSTS ABOVE. BEDROOM O 0 O O c 0 _ 6'-0" J T_ 46E K I TGHEN L/G ZZ o 0 0 0 DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND cv q'-0" GL6. HT. N q'-O" GL6. HT. 0 x `fl x Q Q STAIR WELL OPENING. o m ® � Q © (V V - NOTE 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS �p N O O Q x © ALL EXTERIOR WALLS BEHIND TUBS L.Y.L., GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO O ELEG. - O cn HALL N a SHOWERS SHALL BE INSULATED FOUNDATION, FTG-S, AND OTHER STRUCTURAL ® � iso' N (2) 2" x 10" HDR q'-0" GLC. HT. �r 0 FINISHED WITH GYP BD. BEFORE GIRDERS OR HEADERS AS NEGE55ARY. o 00 -b �G. INSTALLATION OF FIXTURES. ' " SD. 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS Q N �6 Q DET. GL = m FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY m SECONDARY ROOF SYSTEMS, GARAGES, OR COVERED x 0 Q 3'-0" -b" 3hil �� 51-311 N V 1 4 4 _ _ _ _ _ V PORGH'S. (ETG) N PANTRY O 2 _2' .x 10" HDR DN _ -! tll Lu 12'-b" tY 411 31.01 m NUMBER DOOR 51 ZF DOOR TYPE AMT. -1 I M D 1 N I NG ROOM — — _2" —"— — — — — _ 2" PITCH I I SEAL LIYINC RO vi 2 x 10 RIDGE I � p,EL� I 3068 W/ SIDE LIGHTS 5WIN6 (EXTERIOR) I v q'-O" GL . HT. p q'-O" GL6. HT. ® � ® � m W��J`G\-N K rccy2��cC 2 2868 SWING (EXTERIOR) I 120-CFM. 6L. DR. 3 2868 5WIN6 3/4 HR. S.G.F.R. I I NI o AGM. I 4 2668 SWING (INTERIOR) 5 �� �I o o I — -- ° �' TAQ GAR o 5WIN6 (INTERIOR) 6 O v �— - W .0 T02C,46�OQ� 5 2068 > I x O I O - p C AR4C E SWING (INTERIOR) 2 = N W = N — -� ® � z = OF N b 1668 a�1 U I � O m mLa = IY — — — — — 10 GL6 HT — 2 x 10 RID�6E I— — — — o N 4068 SLIDER (INTERIOR) 4 W ® � — O O 5/b"TYPE "X" GYPSUM Ory INSTALL PRE-FAB WOOD BURNING 2-0 J J I = 1Y _x BOARD N GLLS AND -n+ x 8 6068 SLIDER (EXTERIOR) I m O O I - FIREPLACE AS PER MANUFACTURERS q 8070 OVERHEAD GARAGE 2 SPECIFICATIONS. m 0I X O UP I I41 p MUSTONIDE 1TENFORR BUUILDIN6 TALLATIONI N W 1 m I I v v OI ryJIMAMAL INSPECTOR TO REVIEW I (2 2 x 10 DR (2) 2 x 10 HDR tY O U1 H D N ® HOLD D � � 1z � � � SYMBOL R. O. DIM. WI NDON MODEL STYLE AMT. ® I 1'-b" GAu'T ABOVE_ I � ® � _® ? � � ® z Q � ~ 0 3'-0 1/2" x 4'-0 1/2" * ANDERSEN GXW-14 CASEMENT 4 z I v — — — — — — — — — — — — — _ o � oW ,� oW Iq 6'-0 1/8" x 4'-0 1/2" * ANDERSEN GXW-24 CASEMENT b J O v v, O v O _ 0 12'-4" 12'-4" l'-7" o x O x x O x v G 2'-0 5/8" x 4'-0 1/2" ANDERSEN G-14 CASEMENT I x - x � x x Q N ai CN I 2 x 6 DECKING I cv N U41 41 ® 2'-0 5/8" x 3'-0-1/2" ANDERSEN G-13 CASEMENT 2 v 3'-0 1/2" x 3'-0 1/2" ANDERSEN GXW-13 CASEMENT 1 m ,n 11 " 11 I 11 " (2) 2" x 10" HDR (2) 2" x 10" HDR AL-=1 F '�'� 2'-O 5/8" x 3'-O-I/2" ANDERSEN G-13 TEMP. GLA55 CASEMENT 2 (2 2 x 10 HDR (2) 2 x 10 HDR (2) 2 x 10 HDR (2 2" x 8" HDR (2 2" 8" HDR1 IIIII 11II - - - - - ' - - ®6-3 7/8 x 3-4 1/2 ANDERSEN GTN3O-2 GIRGLE TOP 1 56 RAILING 36 RAILING �36 RAILING 36 RAILING tu 2'-8" x 1'-8" ANDERSEN UTILITY CELLAR AWNING 4 B * WINDOWS MEET E&RE55 REQUIRMENTS (SEE CARPENTRY NOTES) 5 V ** THIS WINDOW MUST BE TEMPERED SAFETY 6LA55 I. PROVIDE ATLEAST (1) WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMER6ENGY 6'-10" 6'-10" 7'-4" a'-O" a'-O" 4141 10'-b" 41-411 ~ ODE SEG. 8310 MIN OPENING OF 5.7 SQ. FEET ESGAPE. IN CONFORMANCE WITH N.Y.S. G 13'-b" 7'-10" 201-2' ( 5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO 51 LL IS LE55 THAN 44" OR LE55) W/ MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" ( OPERATION W/O NEED 51'-7" Lu FOR TOOLS) BOTTOM OF OPENING ® 44" MAXIMUM A.F.F. — La 2. ALL WINDOWS MUST BE ANDERSEN - 400 SERIES . JTS 6 I/4" x 36" MIN RAILING HEIGHT PROVIDE 2 3. ALL WINDOWS MUST HAVE A U-VALUE OF .35 OR LESS. " x 1TH FLb I/4" COLONIAL T I6" O.G. ALL THE WAY TO PORCH HEADER 5 WOOD POST 8 RAILIN65 W w SEE SECTION VIEW PIC A ON 5 W/ K x 2" SQUARE v KETS-WHITE Q -� HOLDOWN GONEGTION t SECOND FLOOR ATTACHMENT > 'PAN OPTIONS FIRST FLOOR PLAN } O FIIRST FLOOR 1252 50. FT. 1/4"= 1'- O" v "5IMP50N'HDQa QR FIORGH 251 50. FT. 'SIMPSON"GM5TGI6 "5IMP50N'PHDb C ARA E 41-1 50. FT. Z tn 12" BEARING ON 2-I6d COMMON O Ju } t= 2-I6d GOMMON WALL STUD NAILS®b O.G. TOTAL 1880 50. FT. NAILS® b"O.G. FOR FULL LEN6TH } = z OF STUD T to tD � BLOGKIN6® OR ~ V z IV ENDWALL BLOGKIN6® �) O 0- to / ENDWALL z ' z Ju LLI 0 J tu 2-16d COMMON % "51MP50N" HDGb OR NAILS® b"O.G. 'SIMPSON'PH06 .� Q Oz FOR FULL OF STUD LENGTH N Z O NOTE: ALL STRAPPIN6,ANCHORS,HOLDOWNS, 5TH0I4RJ FOR STRAPS- 2 Sd COMMON NAILS -_ "SIMPSON ADHE51VE5 TO BE INSTALLED AS PER WALL STUD ® EA.EN MANUFACTURERS 5PEGIFIGATI0N5 D OF STRAP _ z W II 0 BLOGKING ❑ Q Z "SIMP50N"HDQ5 R — — — — 'SIMPSON" PHDb III I I I I I I I I F tjl v 11 L 4 11 MIN. L IJ=_�_ 1= —_-4H Q m OR ''nn SOFFIT MATERIAL OVER I" RI610 INSULATION W O V V 1: OVER I/2"COX PLYWOOD UNDER 2" X a" FL OOR JOISTS WITH R-22 BATT INSUL IL v < W W /j 150' ' DW6 NO �j 2-I6d COMMON NAILS® b"O.G. jGQI FOR FULL LENGTH OF STUD �� QWLE MAIL NOT TO SCALE f, nt5. M SIMP50NM HDQa OR '51MP50N"PHDb WATER SUPPLY $ 015TRIBUTION NOTE: I. SERVICE FOR NEW BATHROOM WILL BE TAKEN 5" THRU ROOF NOTE: NOL! NOTE! LIN5TALLATION IOR WALLS BEHIND TUBS I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND DOUBLE ALL FLOOR JOISTS POSTS ABOVE. FROM THE EXISTING WATER SERVICE. 114 ABOVE ROOF S SHALL BE INSULATED UNDER PARTITIONS ABOVE. WITH GYP BD. BEFORE 2.WATER DISTRIBUTION PIPING FITTING SHALL DOUBLE ALL FLOOR JOISTS OF FIXTURES. DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND COMPLY WITH R.G.D.N.Y.5.TABLE P2g04.5 WATER 4" AND TRIMMERS AROUND STAIR WELL OPENING. DISTRIBUTION,FOR MATERIALS 4 TABLE P2g04.b EXISTING STAIR WELL OPENING. DOUBLE ROOF RAFTERS AND TRIMMERS AROUND P TT 65, OR R SKY- LITE5 STACK _ 21' _ _ _ _ _ _ _ 2" _ _ -IT 2. ALL STRUCTURAL GOL'5 THAT SUPPORT ANY HEADERS r L.V.L., GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO FI 1/2" �I/2� I 1 1/2" I 11/2" 1 1/2" I I I/2� FOUNDATION, FTG'S, AND OTHER STRUCTURAL GIRDERS OR HEADERS AS NECESSARY. 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY SEGOND FLOOR SECONDARY ROOF 5Y5TEMS, GARAGES, OR COVERED LAPORGH'S. (ETC) G.O. 211 3" I I/2" )211 2 3" " G.O. 4" 4" 5 ® 0 « 211 — 211 _ (2) 2" x 8" HDR " 11 " 1 0R — — — 1 1/2 I 1 1/2 1 1/2411 1 1/2 1 1/2 13-6 4 5-O ® 5ix ® 51-011 I I I ZkL VAULT LINE v — ALK G.0 - — IlLrc 1 10-4 1 . FIRST FLOOR HIN 4 2.1 I I/2" I I/2" 1 1/2" _ ��I7ROOM ® � s B CLO ATH N MASTER I 3 I 3cz G.O. I N dJ W MGH VENT VAULTED�GLG. 4„ I 4" mac. SD. oo _ d I =.q g-I% O ELEG. N \ I DET. fn ® �LEc. } �AGGIE55\ 2" xc 10" RIDGE SEAL G.O. N 8 �Ec. 7-10 = z BASEMENT I IaFD p�cy ORsn. FC) G.O. I ® I BE:I�ROOM 3'-O" p ?......_ .__ . II I IO' VAULTED CLe MASTER o - - - - - - - - - - J — — 3 2'x 10 HDR � - - E3E:OROOM r_ ® z w 0 � DRAIN WATTE 4 VENT NOTE: (— 10' VAULTED GLG � � `� 2 s 4 6 P� 4 G.I. HOUSE TRAP IN MATERIALS FOR DRAIN, PIT w/ 5TL COVER COMPUTER z N WA5TE d VENT SHALL O n (Y tu I ��. x Lu OF NE`I'I� COMPLY WITH TABLE P3002.1 DRAIN,WA5TE 4 �p O 41 TABLE P31113 SIZE OF COMBINATION WASTE 3 4" G.I. ,`� _ ROOMLL I I O 9��, — — I VENT PIPE. ® p O - z 8'-O" GLC. HT 1O'_q" 2'-O" X to 00 > Ca 2' ILL' I2��" 0 _ RISER V I AORAM ry g'-10" to I +A/ II'-g" tYl I I — — — WAULT LINE — — — — N.T.S O ��\ I xl I 0 'L 2 2" x 8" HDR % 1 y 2'Ix el" ryl RIZ 216 'oc O l I � (2) 21" x 8" HDR tu Rg16oc © (2) 2 x j45I " HDR V �O V 7'-4" 4'-11" Q 10'-2" 14'-g" 12'-10" tu FOR 5TRAP5 - 8d COMMON NAILS 3T'-g" ® EA.END OF STRAP NOTE! o z_ BLOGKIN6 I. DOUBLE ALL FLOOR JOISTS UNDER ]PARTITIONS AND F- P05TS ABOVE. A �— DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND rj - z 4 MIN STAIR WELL OPENING. N 2. ALL STRUCTURAL GOL'5 THAT 5UPP?ORT ANY HEADERS �Q L.V.L., GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO m 1) IL/ N SOFFIT MATERIAL OVER I' RI61D INSULAT 0 OVER 1/2" COX PLYWOOD UNDER 2' X 8" FOUNDATION, FTG'S, AND OTHER STiRUGTURAL FLOOR JOISTS WITH R-22 BATT INSUL GIRDERS OR HEADERS A5 NEGESSrARY. tu v 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS SECOND r`00� �� I` O _ FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY (� N SECONDARY ROOF SYSTEMS, GARAGE5, OR COVERED SEGOND FLOOR 1041 SQ. FT. 1/4"= 11- O" -� PORCH'S. (ETC) Q m to C'IYI') CoANTII.'LVL'It MAIL w nts. ..O` V !N Z � r �Q lu } _ 1L � z `win PORCH CONNECTION SETA I LS F- 12 Q5 � z Nz ILI W TEGO'S Z I" z 2"xb" R.R.® Ib" D.G. J J 2"x6" R.R. ® Ib" O.G. 13-I0d GOMMON — tu 1 1/20 LAG.BOLT 5PPIN6® 16" 14-Ibd COMMON NAILS ® 24"O.G. (BEAM) HEADER A5 Q V O 51MP50N 212T 2"x6" GJ.® Ib"O.G. FILLE STRIP b-bd GOMMION EA. IDE . 14-Ibd COMMON NAILS NOTED ON PLANS 2-2'x10' HEADER • •• • (BEAM) Z 0 1/20 LAG.BOLT (DECORATIVE MOLDING • O O j COV. ® 24" O.G. • o % • USE A MINIMUM OF t O PORCH TEGoS PORCH/RAFTER/GIRDER 14-Ibd COMMON NAIL5 • 51MP50N 5TRONG-TIE % 51MP50N 5TRON6-TIE TWO 8d NAILS THIS Q PORCH COL. TO HDR. ® AGbR AG4 SIDE OF TW%. R.R./C.J. TO DAELLING CONNECTION DETAIL (POST) 14-Ibd COMMON NAILS TOTAL 4 -8d NAIL5 O O -_ ROOF CONNECTION (POST) ON PLAN t— Z J n.ts. POSTING A5 NOTED INTO TRU55. 11 �I Q Z N 2"xb' DEGKIN6 DECORATIVE MOLDING � 0 2"xb" DEGKIN6 M 2"x b" FLOOR JT5® 16" O.G. O 0 Q \1 1 b-!8d GOMMION �- O H i�mpson Strong-TIe NQ� NTO PLATES 1/20 LA6.BOLT 3-II0d COMMON ILI PSON 8 -Sd NAILS (Y J FILLER STRIP STRAPPING ® �s" INTO STUD Sim son Stron TIe ' ® 24" O.G. ALL LUMBER THAT COMES IN CONTACT WITH �Imp 9- lr TEGO"5 ° BOLTS L� SIMPSON�1 . GONGRETE SHALL BE A.G.Q. LUMBEIR. DWG NO GRADE 5/8" ANCHOR BOLT HCR. 0 16- RAI=TER TIE r:)ETAIL 0 4'0.0.(TWO STORY HOU5E) PORCH COL'S TO HDR. i _"V"! R ° _no H7 t NTS.TO DAELLING CONNECTOR QIRM GORIN1 ON MIAL nks. 2"x 10" RIDGE CONTINUOUS RIDGE VEN 2" x lo" RIDGE 3-2" x 10" TRIMMER 5TRAPIN6 2" X 4" COLLAR TIES @ 16" O.G. NOTE: NOTE! CONTINUOUS RIDGE VENT DOUBLE ALL FLOOR J015T5 ALL EXTERIOR WALLS BEHIND TUBS 2"x 8" R.R. @ Ib" O.G. UNDER PARTITIONS ABOVE. 4 5HOWER5 SHALL BE INSULATED 2"X 10" R106E I/2" PLYWOOD SHEATHING 2"x 8" R.R @ 16" O.G. 4 FINISHED WITH 6YP BD. BEFORE DOUBLE ALL FLOOR J015T5 INSTALLATION OF FIXTURES. #15 FELT 1/2 PLY 6 x 4 P05T FROM TOP OF HEADER AND TRIMMERS AROUND �� �� TIMBERLINE-GREEN #15 FELT 5TAIR WELL OPENING. 30 YR. ARCHITECTURALCONTINUOUS 1RIDGE VENT TIMBERLINE-GREEN TO BOTTOM OF RIDGE ASPHALT SHINSLES 30 YR. ARCHITECTURAL ASPHALT 5HINGLE5 2"X 8" RR 16"OG 2"x 8" GEILIN6 JOISTS @ 16' O.G. �- -� � � I/2" PLYWOOD SHEAT 6 ATTIC 2- 2"x 4" TOP PLATE 2" x 8" G.J. @ I6" O.G. #IS FELT O LIMITED STORA6E 12UL 12 o.H. 3" CONTINUOUS SOFFIT VEN 6 m DOUBLE LAYER OF -4 I I I 3" GONT SOFFIT VENT ASPHALT SHINGLES (AS SELECTED BY OWNE R-Iq INSULATION � 2- 2" X 12" HDR. 2"x 4" STUDS @ 16' O.G. RUN PERPENDICULAR 2"x 4" 5TUD5 @ 16' O.G. W/ I/2" GYP BD 1/2" PLYWOOD 5HEATHIN6 VAPOR BARRIER DOUBLE LAYER OF I/2" PLYWOOD SHEATHING R-Iq I : 3/8" SHELTER WRAP E.P.5. BOARD RUN PER ENDICUTLAR (2) 2"x 4" TOP PLATE VAPOR BARRIER HEARTLAND DOUBLE 4" DUTCH LAP W/ 1/2" GYP BD 3/8" SHELTER WRAP E.PS. BOARD Q HEARTLAND DOUBLE 4" DUTCH LAP 6" X 4" POST FROM TOP OF SILL VINYL SIDING COLOR SANDLEWOOD B�I7ROOM = o VINYL 51DIN6 COLOR 5ANDLEWOOD TO BOTTOM OF ROOF RAFTER 2" x 5" NAILER R- 13 INSUL BROOM 2" x 10" FLOOR J015T5 I6" O.G. 2"X 4" 5TUD5 16"Oc 1/2" GYP BD 2"x b" R.R. @ 16' O.G. 12 2"x b" R.R. @ Ib" O.G. CIRCLE TOP WINDOW 1/2 PLYWOOD 5HEATHIN6 II'-6" a 5 1/2" PLY #15 FELT12 5p TIMBERLINE-GREEN 50R-30 INSU #15 FELT 30 YR. ARCHITECTURAL 3/4" 5FLOOR 6LUED AND NAILED TIMBERLINE-GREEN ASPHALT SHINGLES 2" x 10' FL.JT5 @ IV O.G. 30 YR. ARCHITECTURAL ASPHALT 5HI NSLE5 2- 2"x 4" TOP PLATE 2- 2"x 4" TOP PLATE R- III INSUL (2) 2" x 10" FL HDR 2- 2"x 10" HDR I/2" GYP BD (2) 2" x 5" NAILER 2"X 4" 5TUD5 I6"Oc 2" x b" CLO. JT5 @ 16" O.G. GO� � � 6 1/4" x 6 1/4" COLONIAL �� Z L I V I NC ROOM PO GH WOOD P05T 4 RAILIN65 WHITE (TYP) 2- 2 x 4 JACK STUDS UNDER HDR. (EACH SIDE) O 2"x 4" 5TU05 @ 16" O.G. R- 13 INSUL 5eI736" MIN RAILING HEIGHT ROOM _ 2"x 6" DECKING 1/2" PLYWOOD 5HEATHIN6 1/2" GYP BD Q `r 2- 2"X 4" SILL UNDER WINDOW cs R- 13 INSUL 6 I/4" x 6 1/4" COLONIAL VAPOR BARRIER I/2" 6YP BD WOOD POST 4 RAILINGS 2" x 4" CRIPPLE @ 16' o.c. 3/8" SHELTER WRAP E.P.5. BOARD W/ 2" x 2" SQUARE HEARTLAND DOUBLE 4" DUTCH LAP PICKETS-WHITE 2"x 4" SILL PLATE SEAL VINYL 511?IN6 COLOR 5ANDLEWOOD 2 x 10 FL. JT5 @ I6 O.G. ul 3/4"SUB FLOOR GLUED AND NAILED ul BRIDGIN 3/4" SUB FLOOR GLUED AND NAILED \C N �K. �'y 2" x 10" FL.JT5 @ 16" G. 2- 2"x 8" HDR RyyywBRIDGING (3) 2" x 12" GIRDER 10 GRADE (3) 2" x 12" GIRDER R-30 INSUL I/2" GYP BO.- 3 GRADE. � � 02946 FOF f SILL SEALER FULL CELLAR I I TERMITE SHIELD 8'-O" 61-6. HT u- ANCHOR BOLTS (SEE DETAIL) 4" GONG SLAB Q I I „ „ A& =�ETA I L 5 ' 2- 2"x 6" GGA SILL Z 4 x 4 P05T ANCHORED ON 12"0 50NO TUBE BELOW GRADE DAMP PROOFIN6AND 4'-6" ABOVE 6RADE 3 1/2 " STL COL. I I VAULTICoATH WALL 1MTA I L. N.T.S. 8" POURED GONG FOUNDATION WALL. 2"x 6" FL JT5 I6"oc I6"x b" CONCRETE FOOTIN6 W/ 4" x 2" KEY 2" X 8" NAILER W/ LAG BOLTS LJ w 4" CONCRETE SLAB ON UNDISTURBED BASE 2' x 2' x i GONG FTO SECTION VIEW 1/4"= 1'- O" 111 H CONTINUOUS RIDGE VENT TIMBERLINE-GREEN 44 30 YR. ARCHITECTURAL 12 (Q ASPHALT SHINGLESLu Q 6 m 12 2"x 10" ROOF RAFTERS @ I6" O.G. 1 V �- 6 1/2" PLYWOOD 5HEATHIN6 0 N Lu tu v #15 FELT Q NOTE! ICE SHIELD TIMBERLINE-GREEN ALL EXTERIOR ALLBEHIND TUBS CONT. RIDGE VENT 4 SHOWERS SHALL WLS 5 INSULATED 2"x 10" RIDGE HEARTLAND 30 YR. ARCHITECTURAL 4 FINISHED WITH GYP BD. BEFORE DOUBLE 4" ASPHALT SHINSLES Q -� DUTCH LAP w INSTALLATION OF FIXTURES. m VINYL SIDING 2"x 8" GEILIN6 JOISTS @ I6" O.G. (�/ � 2"x 4" COLLAR TIES @ 16" O.G. COLORtu 5ANDLEWOOD 2- 2"x 4" TOP PLATE > 2"x 8" R.R @ 16" O.G. } 1/2 PLY Q #15 FELT12" O.H. CLOTHES DRYER VENTING NOTE TIMBERLINE-GREEN 12 3" CONTINUOUS SOFFIT VENT DRYER TO BE VENTED TO THE EXTERIOR 30 YR. ARCHITECTURAL a5 r 111 WALL OF DWELLING AND SHALL COMPLY ASPHALT SHINGLES 5� � Z � r WITH OF E)H. 5TRON6 BACK ATTIC 2"x 4" 5TUD5 @ Ib" O.G. Q W �_ } _ m 12 1/2" PLYWOOD 5HEATHIN6 T- } NO STORAGE Q5 2"x 10" GEILIN6 JT5 @ 16" O.G. VAPOR BARRIER Z W Z 3/8" SHELTER WRAP E.P.5. BOARD T W N N NOTE! 2- 2"x 4" TOP PLATE HEARTLAND DOUBLE 4" DUTCH LAP iv 0 I. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND 0 v) DOUBLE LAYER OF VINYL 51DIN6 COLOR 5ANDLEWOOD O O > -Iq INSULATION O Z N Z POSTS ABOVE. RUN PERPENDICULAR DOUBLE ALL FLOOR J015T5 AND TRIMMERS AROUND „ W/ I/2"GYP BD W W W OPENING. T O.H. STAIR HELL3 GOVT SOFFIT VENT TWO GSR Z � U � 2. ALL STRUCTURAL GOL'5 THAT SUPPORT ANY HEADERS6ARA6r= 36" MIN RAILING HEIGHT L.Y.L., SIRDER5, ETC. SHALL BE SUPPORTED DOWN TO 2"x 4" STUDS @ Ib" O.G. LAUNI�R`1' 6 1/4" x 6 1/4" COLONIAL tu FOUNDATION, FTG'S, AND OTHER STRUCTURAL 1/2" PLYWOOD SHEATHING 10'GL6 HT q' GLS HT WOOD POST 4 RAILINGS 7I GIRDER5 OR HEADERS AS NECESSARY. VAPOR BARRIER 30A TYPE "X"LL5 AN �• „ BOARD ON WALLS AND G PICKETS-WH�ITEA� 3. ALL PLYWOOD 5HEATHIN6 SHALL BE CONTINUOUS 3/8 SHELTER WRAP E.P.5. BOARD FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY HEARTLAND DOUBLE 4" DUTCH LAP GEILIN6. R-13 INSUL W/ z SECONDARY ROOF SYSTEMS, GARAGES, OR COVERED 4"LONG 5LAB OVER 1/2"GYP BD. R-13 INSUL W/ (2I 2" x b" AGQ SILL PLATE J VINYL SIDING COLOR 5ANDLEWOOD BACKFILL MATERIAL @ 1/2"6YP BD. SILL SEALER Ot Z J O m PORGH'5. (ETC) 2"x 4" 51LL q5%COMPACTION. TERMITE SHIELD (COPPER) Ci SILL SEALER 3/4"SUB FLOOR GLUED AND NAILED ANCHOR BOLTS (SEE DETAIL) Q � - TERMITE SHIELD (COPPER) syywy 2"x 6" AGQ SILL +� v Q ANCHOR BOLTS (SEE DETAIL) O 2"x b" AGO SILL � BRIDGING �. R-30 INSUL W/ GRADE 0( V W 11 I/2" GYP BD. _ NOTE: NOTE! 4 FULL CELLARtu DOUBLE ALL FLOOR JOISTS ALL EXTERIOR WALLS BEHIND TUBS ' tu 4 5HOWER5 SHALL BE INSULATED „ •'. 8'-O" GLS. HT UNDER PARTITIONS ABOVE. 8 GONG FOUND WALL W/ 4" GONG SLAB I I Q v Q m 4 FINISHED WITH GYP BD. BEFORE � : 4 x 4 P05T ANCHORED ON I- Q WW I DOUBLE ALL FLOOR JOISTS INSTALLATION OF FIXTURES. I6 x 8 GONG FTG W/ 4 x 2 KEY I I I 12"4� SONO TUBE BELOW GRADE w �- h- Z AND TRIMMERS AROUND I I I AND 4"-b" ABOVE GRADE O O w v T �' 5TAIR WELL OPENING. 4" GONG SLAB OVER BAGKFILL I I I Z: -1 QL W 4 1 MATERIAL COMPACTED TO g55K COMPACTION — 2"x 10" FLOOR JOISTS @ I6" O.G. tL ~ Q SECTION VIEN $ — — DWG NO I/4"= I'- O" 8" GONG FOUND WALL W/ 16"x b" GONG FT6 W/ 4" x 2" KEY Q 4" GONG SLAB OVER BACKFILL MATERIAL GOMPAGTED TO q5% COMPACTION SPLICING OF TOP PLATE CLIMATIC AND 6E06RAPHIG DE516N CRITERIA GENERAL FASTENING SGHEDULE TOP PLATE 5PLIOE LENGTH P ENERAL N®TE5 OP PLATE SPLICE REQUIERMENT OP PLATE SPLICE REQUIERMENT (� 1.21 OF THE RE51DENTIAL CODE OF NEW YORK STATE RE51DENTIAL CODE OF NEW YORK STATE FOR WIND -EXPOSURES 54G - FOR WIND-EXPOSURES B4C- REFER TO TABLE 830 ALL OTHER CASES ONE STORY SLAB ON GRAD ��*��b� ��� HIND SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR R3012.1.1 DE516N CRITERIA. CONSTRUCTION IN REGIONS WHERE THE BASIC �l-�`EE SEISMIC DE516NU�RLq�yT FREEZING I. NO WORK 15 TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING SNOW LOAD SPEED• P� GATE60RY FROST LINE DE5164 TEMP HAZARD INDEX WIND SPEEDS FROM F16URE 83012(4) EQUAL OR EXCEED TIO MILES PER HOUR BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE WEATHERING° DEPTH° TERMITE DECAY REQUIRED DIMENSION(ft.) LEN61Ti(ft,) DIMENSION(ft) LENGTH(ft) (ITLI km/h)SHALL BE DE516NED IN ACCORDANCE WITH ONE OF THE FOLLOWIN6. DEPARTMENT. MODERATE 5L16HT To ° 2. ALL WORK SHALL CONFORM TO N.Y.5., AND LOCAL BLD. CODES 45 P5F TIO mph G SEVERE 3 FEET TO HEAVY MODERATE 1I ' K.A. 5qq 12'-0' 2'-D" 12'-O" 3'-0' I.PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORZEST 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE AND PAPER ASSOCIATION(AFTPA) - WOOD FRAME CONSTRUCTION 161-0• 3'-0° Ibb° 4'-0" DURING THE COURSE OF CONSTRUCTION THAT D15A6REE5 WITH THAT INDICATED TABLE 83ST MANUAL FOR ONE AND TWO FAMILY DWELLINGS(W-GM); ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS " D HE FAIL TO FOLLOW THI5 PROCEDURE AND M DISTRIBUTED DE516N LOADS 20-0 4-0 20-0 5-0 THE ARCHITECT OR ENGINEER. SHOULD MINIMUM UNIFOR ��� CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY STRUCTURAL MEMBER DEFLECTION 24'-0" 4'-D" 26- " 6'-0 ARI5IN6 THEREFROM. [REFER TO TABLE 8301.4 OF THE RESIDENTIAL CODE OF NEW YORK STATEI LA50 RAFTERS HAYING SLOPES GREATER THAN 28'-0' S'-0" 28'-0" 4. NO DEVIATIONS OR GHAN6E5 TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS USE LIVE LOAD DEAD LOAD WITH NO FINISHED GEILIN6 ATTACHED TO FIRST APPROVED BY THE ARCHITECT, ENGINEER AND BUILDING EXTERIOR BALCONIES psf 10 psf RAFTERS 32'-0" 6'-0' 32'-0" INTERIOR WALLS AND PARITIONS Wleo 5. DRY WELLS A5 REQUIRED BY STATE AND LOCAL CODES. DECKS 40 psf Io psf 3b'-o' 7'-0' 36-o a-0" b. ALL DIMENSIONS HEREIN ARE APPROXIMATE. NOT TO BE SCALED AND ARE SUBJECT 50 sf AS PER PLAN FLOORS AND PLASTERED CEILINGS L1360 ° I TABULATED SPLICE LENGTHS S PERE TOP P OR SHORTER PLATE PASSENGER VEHICLE GARAGES p ALL OTHER STRUCTURAL MEMBERS V240 CONNECTIONS USING 2-Ibd NAILS PER FOOT,FOR SHORTER SPLICE �,_0„ 8'-0" 40'-0" II'-O" TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE 015GRETION OF THE OWNER, ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) to psf IO psf e LENGTHS,THE NAIL SPACIN6 SHALL BE REDUCED IN ORDER TO AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. EXTERIOR WALLS WITH PLASTER OR H/3bo PROVIDE AN EQUIVALENT NUMBER OF NAILS 501.•0" 10'-0' 50'-O" 13'-0' 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS, APPROVALS, ATTIG5 WITH STORA6E(ROOF BELOW 3 PITCH) 20 psf 10 psf STUCCO FIN15H ROOMS OTHER THAN 5LEEPING ROOMS 40 psf 10 psf EXTERIOR WALL5--WIND LOADS a WITH pEXT2 TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN „ L/240 INTERIOR ZONE EXP05UER B CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L. APPROVAL. 60-0 12-o bo-0 16-0 SLEEPING ROOMS 30 psf 10 psf BRITTLE FINISHES b. THI5 SET OF PLANS 15 THE PROPERTY OF TEHN DE516N GROUP LLC.. AND IS 4O psf 10 psf EXTERIOR WALLS--WIND LOADS a WITH VI20 ®PERIMETER ZOIC 3 TABULATED SPLICE LE L HE1 ARE BASED B L FOOT WALL 70'-O" 14'-O' 70'-0" FOR THE ONE PROJECT NOTED HEREIN ONLY (EVEN IF THIS PROJECT 15 NOT STAIRS FLEXIBLE FINISHES LATERHEIeHTAL FOR DS SH WALL HEIGHTS,H THE TABULATED UNIT GONSTRUGTt`D).THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY GUARDRAILS AND HANDRAILS 200 psf 10 psf -. GABLE WALL LATERAL LOADS SHALL BE MULTIPLIED BY WS 80'-O" Ib'-O' 80'-O' 22'-0" WITHOUT WRITTEN PERM155ION OR COMPENSATION OF TEHN DE516N GROUP LLG. R.A. ROOF LOADING(LIVE = GROUND SNOW LOAD Ps NOTE: L = SPAN LENGTH,H = SPAN HEI6HT. NOTE- �p�ZONE) 4 TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL ATTIC I.FOR GABLE ROOFS lo"TO 45° PITCHES g. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND ADJUSTMENTS AS PER TABLE R301.5 OF THE 45p5f 15 psf FOR a.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.1 15 RESPONSIBLE FOR DESIGN INTENT ONLY. RESIDENTIAL CODE OF NEW YORK STATE) TIMES THE COMPONENT AND GLADDIN6 LOADS FOR THE PURPOSE 2.SEE FASTENING SCHEDULE A FOR NAILING of THE DETERMINING DEFLECTION LIMITS HEREIN. IN EA.ZONE 10. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE BE REMEDIED AT ONCE RE6ARDLE55 OF ANY PREVIOUS INSPECTIONS. 11. GONTRAGTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF 5TRAPPIN6 SCHEDULE A ALL STANDARD AND SPECIALTY 5Y5TEM5 / MATERIALS USED WITHIN THI5 NATE: THI5 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS COMMENDATIONS/REQUIREMENTS R 5TRAPPIN6 AND REQUIREMENTS. NAILING AND 5TRAPPIN6 ��ALL 5TRAPPIN6 TO BE 14 x Ib GAUGE 5TL � L o THI5 PROJECT WITH THE M05T STRINGENT RE (5�SECTION FOR - �� " _ TO BE FOLLOWED. SECTION FOR ROUGH OPENIN6 FRAMING REQUIREMENTS) 51MPSON EQUIVALENT G516Z (COILED STRAP 12. IT 15 THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROP05ED ALL NAILING I5 A GENERAL SPECIFICATION IT APPLIES UNLE55 NOTED OT14ERK15E 12" MIN. BEARIN6 L!3-� - > > CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY AR15E DURING CONSTRUCTION ROOF $ CEILING FRAMING THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. 13. ANY AND ALL DI5GREPANGIE5 TO BE REPORTED TO ENGINEER. RAFTER To TCP PLATE(TOE-NAIL) SEE DETAIL PER RAFTER AT RAFTER TO RIDGE CONNECTION ® EACH T _ NCE WITH SECTION R70I AND INSULATION GEILIN6 J015T TO TOP PLATE(TOE-NAIL) SEE DETAIL PER JOIST L D/b MAX.11 I NOTCHES D 14. WALL AND GEILIN6 FINISHES SHALL BE IN ACCORDANCE PERMITTED SHALL BE IN AGGGORDANGE WITH SECTION R31b. GEILIN6 JOIST TO PARALLEL RAFTER GAGE-NAIL) SEE DETAIL EACH LAP FOR STRAP- 3 8d COMMON NAILS®EA.END OF STRAP SEAL 15. INTERIOR WALL GOVERIN6 SHALL BE IN ACCORDANCE WITH SECTION R102 AND FOR NOTED GOLLAR/CL6 TIE- 3 Lod COMMON NAILS® EA. I I D/6 MAX. EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R103 GEILIN6 J015T LAPS OVER PARTITIONS(FACE-NAIL 2-Ibd COMMON EACH LAP ,��ptED ARC' I6. THI5 PROJECT COMPLIES W/THE 2010 RE51DENTIAL CODE OF N.Y.5. AND COLLAR TIE r0 RAFTER(FACE-NAIL) SEE DETAIL PER TIE lv��y J��.µ T�► �� MECHANICAL SYSTEM COMPLIES GRAFTER 12 THROUGH 23, BLOCKING TO RAFTER(TOE-NAIL) 2-6d COMMON EACH END 12 PLUMBING 5Y5TEM COMPLIES CHAPTER 24 THROUGH CHAPTER 32, �� ELECTRICAL SYSTEM COMPLIES GRAFTER 33 THROUGH CHAPTER 42 RIM BOARD TO RAFTER(END-NAIL) 2-Ibd COMMON EACH END 5IMP50N 5TRON6TIE FLOOR JOIST-CENTER GUT em's" � * WALL FRAMIN6 ALTERNATE F{T AT RAFTER TO TOP PLATE TO STUD CONNECTION. ® I6 O.G. D/4 MAX. „ CARPENTRY. COLLAR TIE - FOR STRAP- 3 8 d COMMON NAILS a EA.END of STRAP TOP PLATE TO TOP PLAT(FAGE-NAIL) 2-Ibd COMMON PER FOOT FOR TOENAILIN6- 5 a d COMMON NAILS T I p q0 2946�oP� I. ALL LUMBER SHALL BE D.F. #2 OR BETTER UNLE55 OTHERWISE NOTED (U.O.N.) TOP PLATES AT INTERSECTIONS(FACE-NAIL) 4-lbd COMMON J015T-EA.51DE FOR G.J.TO RR- II Ib d COMMON NAILS(POR 5 PITCH) I Q Ib d COMMON NAILS(FOR&PITCH) OF NES 2. ALL LUMBER TO BE A MINIMUM OF S° ABOVE FINISHED GRADE. (U.O.N.) STUD TO STUD(FACE-NAIL) 2-Ibd COMMON 24 O.G. ALTERNATE FOR CL OF EA.PLATE TO PLATFORM ABOVE- I Ib d COMMON NAILS® I6 O.G. (PACE-NAIL) Ibd COMMON Ib"0.6 ALONG EDOE5 CEILING TIE D/3 MAX. 3. 51115 TO BE FLASHED (TERMITE SHIELD) W/SILL SEAL. SILL TO BE A.G.Q. WOOD HEADER TO HEADER(FAG ) 2- 2" X 6" U.O.N. TDP OF BOTTOM PLATE TO STUD(END-NAIL) 2-16d COMMON PER STUD 4. ALL JOISTS HANGERS TO BE "TECO" OR EQUAL, FULL SIZE. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, 2-Ibd COMMON PER FOOT 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. N.O.N.) END JOIST,OR BLOCKING(PAGE-NAIL) FLOOR FRAMIN6 AT STUD TO FLOOR A Y TO STUD CONNECTION ® I6" O.G. MAX.D FROM ' b. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS. (U.O.N) JOIST TD SILL TOP PLATE OR GIRDER(TOE-NAIL) 4-8d COMMON PER J015T (ONLY APPLIGIABLE FOR TWO STORY GONFI6URATIONS): SUPPORT FLOOR J015T-END GUTS OF 4" BEARING. � � 7. ALL BEAMS,61RDER5, HEADERS, ETC. TO HAVE A MINIMUM BRIDGING TO JOIST(TOE-NAIL) 2-8d COMMON EACH END FOR STRAP- 3 d COMMON NAILS® EA.END OF STRAP CONFORMANCE W/ ATTACHED ENERGY STATEMENT W/ 2-ad COMMON EACH END FOR CL of EA.PLATE TO PLATFORM ABOVE 4 ®CL OF EA.PLAIT=TO l� S. ALL WINDOWS TO BE IN BLOGKIN6 TO J015T(TOE-NAIL) PLATFORM BELOW- I b d COMMON NAILS® I6 D.G. MODELS NUMBERS ON PLANS. �� � 11 D of g. PROVIDE ATLEA5T(1) WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMER6ENGY BLOCKING TO SILL OR TOP PLAIT=(TOE-NAIL) 3-Ibd COMMON EACH BLOCK GONFI6URATION ESCAPE. IN CONFORMANCE WITH N.Y.S. GORE SEG. 8310 MIN OPENING OF 5.7 5Q. FEET LEAD6ER STRIP TO BEAM(FAGS-NAIL) 3-Ibd COMMON EACH JOIST D/3 MAX. (5.0 SQ. FEET ® GRAD E LEVEL WHEN 6RADE TO SILL 15 LE55 THAN 44" OR LE55) W/ J015T TO L.EADCER TO BEAM(TOE-NAIL) 3-8d COMMON PER JOIST MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" (OPERATION W/O NEED BAND J015T TO J015T(END-NAIL) 3-I6d COMMON PER J015T AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(5)CONNECTION ® Ib"O.G. S BOTTOM OF OPENING ® 44" MAXIMUM A.F.F. ATE OE-NAIL) 2-I6d COMMON PER FODT u FOR TOOL ) BAND JOIST TO SILLL OR TOP PL (T FOR STRAP- 3 8 d COMMON NAILS® EA.END OF STRAP 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN AGGORDANGE WITH SECTION 8613. ROOF SHEATHING FOR EOF EA.PLATE TO PLATFORM BELOW- RAFTER GEILIN6 JOISTS lu ALL GLAZING SHALL COMPLY WITH SECTION 8308. I Ib d COMMON NAILS® I6"O.G. � 11 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS 8311.5 TO 83 .5.7 STRUCTURAL PAN€L� ( C� PbIGr�BC3V1✓3 INTERIOR ZONE 8d COMMON 12 O.G. a 12. MOISTURE VAPOR BARRIER 15 TO BE INSTALLED ON THE WARM-IN-WINTER 51DE OF THE PERIMETER ZONE bd COMMON 6"O.G. 013 MAX. ~ INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS GOMPRISIN6 GABLE WALL EDGE ZONE Sd COMMON (OR EQUALWKN) ~ ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION NI102. GEILIN6 SHEATHING a (OR EQUAL) DMI I 13. ASPHALT 5HINOLE5 ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION RgO5.2. 6YP5UM WALLBOARD 5d COOLERS 7"ED6E/IO'FIELD ELEGTRIG6L: WALL SHEATHING 2 IN.MIN.FROM TDP �'(� � I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANGE5 SHALL CONFORM TO THE STRUCTURAL PANELS 8d COMMON b"EDGE/l2'FIELD rn�G �� AND BOTTOM OF JOIST TATE. WALLBOARD Sd COOLERS 7"EDGE/10'FIELD PIPE OR CONDUIT v tu RESIDENTIAL CODE SEGTION5 FOR ELECTRICAL GODE OF NEW YORK 5 GYPSUM WALLBo UPON COMPLETION SUBFLOOR) D(ACTUAL DEPTH) O •t � 111 2. GoNTRAGTOR WILL FURNI5H A FIRE UNDERWRITERS CERTIFICATEFLOOR SHEATHIN6 ( p-- OF WORK. STRUCTURAL PANELS 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 33-42 I"OR LE55 8d COMMON 6'EDGE/12"FIELD GUTTING DRILLING AND NOTCHING DETAILQ --. AND LOCAL BUILDIN6 DEPARTMENT. GREATER THAN I" lod COMMON b"EDGE/b'FIELD OF JOISTS 111 In V_ 4. SMOKE DETECTION A5 PER N.Y.5. GODE SECTION 8313. SIE I-MAX WALL HEIGHT FOR 110/120 MPH ZONE,EXPOSURE B 4 SPACING® Ib"O.G. 1514 w ALL SMOKE DETEGTOR5 SHALL BE INTERCONNECTED AND HARD WIRED. FEET: SEE PLAN FOR ADDITIONAL SPECIFICATION IF APPLICABLE } 5. EXHAUST FOR THE GLOTHE5 DRYER SHALL BE IN ACCORDANCE WITH SECTION RM1502 6. THE EXI5TIN6 ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF O PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. NAILIN6 4 5TRAPPIN6 @ EXTERIOR WINDOW/DOOR HEADER v TIONS GONGRETE AND M650NARY: r FOUND6 TABLE R501.2.1.2 z0 z r I. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED 501L. WIND-BORNE DEBRIS PROTECTION FA5TENIN6 SGHEDULE TON/5Q. FOOT. FOR WOOD 5TRUGTURRL PANELS -,ba } 2. 501E ASSUMED TO HAVE A MINIMUM SEARING CAPACITY of (I)TON NOTE � � Z � z 3. FOOTIN65 TO REST A MIN 3-0BELOW GRADE. U.O.N. STEP FOOTINGS ® 1:2 RATALL STAIRS, HANDRAILS b IO FASTENING SCHEDULE B ~ FASTENER 5PAGIN6 (I' RISE MAX) RAILINGS SHALL COMPLY � � � � � SHOWN ON 6 foot W/ RGNYS SEG. R-311 TOP FLAILS 43 43 a- tD :1L 4. WALLS TO BE POURED CONCRETE OF 51ZE AND REINFORCEMENTFA5TENER 4 foot Z Z PLANS. N.O.N.) TYPEPanel span <panel span <panel span ROUGH OPENING FRAMIN6 REQUIEREMENTS FOR WINDOW OPB1IN65 ,,nn < 4 foot <b foot <8 foot A- 5. [IN ACCORDANCE WITH WOOD FRAME V 111 6AIN5T FOUNDATION WALLS UNTIL FIRST TIER OF - C�TRUGTION MANUAL toot EDITION] JU HA BE PLACED A - _ O BACK FILLS LL UJ FRAMING OR PROPER BRACING IS IN PLACE. ��HOLE MAX. POURED GONGRETE OF 51ZE SHOWN ON PLANS. 2,V2" #6 �� �� Cl NOTATION A 6. FOOTINGS TO BE OF PO Wood screws I6 12 D ROUGH A B G D E F DIA.4o PERCENT -1 7. ALL OPENIN65 FOR 65 FLUES,UTILITIES,ETC. TO BE FILLED SOLID WITH CONCRETE. oPNs of STUD DEPTH ALL GIRDERS WITH BEAM POGKET5 ARE TO BE STEEL SHIMMED W/ 1/2" 5PAGE ® B E 2'-0' 2 1-2'x 4' 1 1 1 1 ua " c � SIDES AND ENDS. U.O.N. 2)'2 #8 I6" I(0't 12 4'-0" 4 I-2'X 4" 2 2 2 2 5/8"MIN.TO EDGE O - 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TREN6TH ® 28 DAYS OF Wood screws Cj 3,000 P.5.1. ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. 2-2"x 4 3,500 P.S.I. 6ARA6E SLAB/ EXP05EV SLAB ON GRADE / POURED STEPS. a.This table 1s based on 110 mph wind speeds and a 33 foot mean roof height. 6'-0" 6 ' 3 3 3 3 W 5/8"MIN.TO EDGE F �z v HARDWOOD OR STEEL HANDRAIL O g. CONGRETE 5LA55 TO REST UPON MINIMUM 6" OF FINE GRAVEL OR SAND WITH b.Fasteners shall be installed at opposite ends of the wood structural panel. 2-2 X 4 - MINIMUM EMIL. POLY. V.B. (® OCCUPIED 5PAGE) AND WITH REQUIRED INSULATION. c.Nails shall be lod common or 12d box nails. 8'-O" 8 --�- 3 3 3 3 W/ 1 1/2" MIN. FINGER GER. AND NOT NOTCH MUST NOT d.Where screws are attached to masonry or masonry/stucco,they shall be I-2'X 6' O TO PROJEGT MORE THAN 4.5" EXCEED 25�OF in a minimum ultimate 10'-0' 10 2-2'X b" 4 4 4 4 W FROM THE WALL. STUD DEPTH O L SLABS ABUTTING FRAMIN6 FLASHED AS DETAILED IN PLANS. attached utilizing vibration-resistant anchors having 10. AL 11. BRICK VENEER TO BE ANCHORED W/(1) WALL TIE EVERY 32" O.G.VERTICALLY AND withdrawal capacity of 4aD pounds. - u K EDGE OR RELIEVING ANGLE � � LOCATED IN THE SAME GR055 IF HOLE 15 BETWEEN 405K AND bOAi - ® BRIG L 12'-0" 12 2-2'X 6" 5 4 5 4 N BORED HOLES SHALL NOT BE EVERY IS O.G. HORIZONTALLY W/ FLASHED JOINT I DING PLANNING of STUD DEPTH,THEN STUD MUST BE WEEP HOLES ® 4'-O" O.G. MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. GRAFTER 3 BU L a SECTION OF GUT OR NOTCH IN DOUBLED CGE55 ANv RE THAN TWD Z VV SECTION 3 Q DE516N CRITERIA AND 50 13O STUDS ARE DOUBLED 'n FOUNDATION STUD AND 50 BORED 12. APPLY (1) GOAT OF ASPHALTIC BASED DAMPROOFIN6 TO EXTERIOR OF JACKS 4 KIN65 tu t1 FROM FOOTING TO 2" ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7{h"AND A MAXIMUM SPAN a WRAPPED UNDER OF&FEET SHALL BE PERMITTED FOR OPENIN6 PROTECTION IN ONE AND TWO STORY BUILDIN65. SILL PLATE q11 WOOD STRINGER, (n 17- 11J GODE LIMITS. PANELS SFIALL BE PRECUT TO COVER THE 6LAZED OPENIN65 WITH ATTACHMENT HARDWARE 13. THE MASONARY CHIMNEY SHALL BE GON5TRUGTED IN ACCORDANCE WITH SECTION RI001. M TREADS, RISERS PROVIDED.ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE 83012.12 OR SHALL NOTE:CONDITION FOR EXTERIOR AND BEARING WALLS. � O O 0 Z I BE DE516NED TO RE515T THE COMPONENTS AND CLADDIN6 LOADS DETERMINED IN ACCORDANCE NOTATION: LU LU UMBIN6 MECHANIC 665 G: WITH THE PROVINON5 OF THE BUILDIN6 CODE NEW YORK STATE. DRILLING AND NOTCHING DETAIL O z V T PL 6L RJEL • pJ A-NUMBER OF 8d NAILS®EA.END OF 5TRAPPIN65(TABLE 3.7,P.1ST) 4 (TABLE bA PAGE 316) I I/4" NOSING (Y J (� I. PLUMBING TO COMPLY WITH 5.G.D.H.5. AND THE BUILDING DEPARTMENT. B-NUMBER OF 51LL STU05-ON FLAT(DOES NOT APPLY To DooRS)(rABLE5 3.23B,P. Ia3) OF STUDS 0_ o 2. 51TE SANITARY SYSTEMS ARE TO COMPLY WITH S.G.D.H.5. REQUIREMENTS. C-HUMBER OF FULL HEIGHT KIN&STUDS a EA.51DE OF HEADER(TABLES 3236,P.las) 3. PLUMBING, MECHANICAL, FUEL 6A5 5Y5TEM5 SHALL COMPLY WITH THE RESIDENTIAL TABLE R3012.2.2.1 D-NUMBER OF I6d NAILS.END-NAILED THROUGH ADJACENT KIN6 5TUD TO END OF HEADER MINIMUM WIDTH OF STAIR5 TO BE 3'-0° DWGNO SECTIONS FOR PLUMBING CODE (GRAFTER 25-32),MECHANICAL CODE (GHAPTER 12-23), DEAD LOAD a EA.51M(TABLE 3.1,P.151) 4 (TABLE bA PACE 316) AND FUEL 6A5 CODE (CHAPTER 24) OF NEW YORK STATE. ROOF/GEILIN6 ROOF/GEILIN6 E-NUMBER OF JACK STUDS o EA.END OF HEADERS(TABLES 3.22F,P.19U ASSUME DBL.HDR 5TH I R l�ETA I L � 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THIGKNE55 F-NUMBER of I6d NAILS APPLY THROUGH ADJACENT JACK STUDS TO END OF 5110(5) Q 5V CAST IRON BELL (HUB) AND 5PI60T BELOW AND THROUGH CONCRETE. WALL 5UPPORTIN6 15 P5F OR LETS 25 P5F ®EA.SIDE(DOES NOT APPLY TO DOORS)(TABLES 3.8,P. 157)4 (TABLE bA PAGE 316) N.T.S. 5. THE EX. HEATING/ A.G. SYSTEM SHALL BE CAPABLE OF HANDLIN6 THE IMPOSED LOADS OF ROOF ONLY ID 1.2 PROPOSED ADDITION. IF NOT,5Y5TEM SHALL BE UPGRADED TO MEET GODE COMPLIANCE. ROOF PLUS ONE STORY I ID 1.2