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HomeMy WebLinkAbout45561-Z ffol tsaea Town of Southold 10/5/2021 0 P.O.Box 1179 53095 Main Rd �A � 0��'1` Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42391 Date: 10/5/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 75 Park View Ln., Orient SCTM#: 473889 Sec/Block/Lot: 15.-8-14.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/2/2012 pursuant to which Building Permit No. 45561 dated 12/11/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with office in basement(remaining basement unfinished),front stoop and rear deck as applied for. The certificate is issued to Gillooly,William of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-10-0055 11/15/2018 ELECTRICAL CERTIFICATE NO. 45561 7/27/2021 PLUMBERS CERTIFICATION DATED th 9 d Signature SUFF91o TOWN OF SOUTHOLD BUILDING DEPARTMENT H $ ' TOWN CLERK'S OFFICE "o • g SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45561 Date: 12/11/2020 Permission is hereby granted to: Gillooly, William 376 Cedar Ln Riverdale, NJ 07675 To: Construction of a New Single Family Dwelling; Living Room, Dining Room, Kitchen, Den, 3 Bedrooms, 2 Baths, 1/2 Bath, Halls, Walk-in Closets, Front & Rear Entry Decks, Unfinished Basement & Attic, as applied for. REPLACES EXPIRED B.P. # 38065 At premises located at: 75 Park View Ln., Orient z ' i SCTM #473889 Sec/Block/Lot# 15.-8-14.4 Pursuant to application dated 12/10/2020 and approved by the Building Inspector. To expire on 6/12/2022. Fees: PERMIT RENEWAL $953.60 Total: $953.60 Building Inspector oSg � �vTOWN OF SOUTHO.LD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38065 Date: 5/31/2013 Permission is hereby granted to: WILLIAM GILLOOLY 376 CEDAR LANE _ RIVERDALE, NJ 07675 To: Construction of a New Single Family Dwelling; Living Room, Dining Room, Kitchen, Den, 3 Bedrooms, 2 Baths, 1/2 Bath, Halls, Walk-in Closets, Front & Rear Entry Decks, Unfinished Basement &Attic, as applied for. REPLACES EXPIRED B.P. # 37201 At premises located at: 75 PARK VIEW LANE, ORIENT SCTM # 473889 Sec/Block/Lot# 15.-8-14.4 Pursuant to application dated 5/2/2012 and approved by the Building Inspector. To expire on 11/30/2014. Fees: PERMIT RENEWAL $1,857.20 CO -NEW DWELLING $50.00 Total: $1,907.20 Building I -spector SUF nt,r�, TOWN OF SOUTHOLD BUILDING DEPARTMENT y '$ TOWN CLERK'S OFFICE oy . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37201 Date: 5/8/2012 Permission is hereby granted to: Gillooly, William 376 Cedar Ln Riverdale', NJ 07675 To: Construction of a New Single Family Dwelling; Living Room, Dining Room, Kitchen, Den, 3 Bedrooms, 2 Baths, 1/2 Bath, Halls, Walk-in Closets, Front & Rear Entry Decks, Unfinished Basement &Attic, as applied for. At premises located at: 75 Park View Ln, Orient SCTM # 473889 Sec/Block/Lot# 15.-8-14.4 Pursuant to application dated 5/2/2012 and approved by the Building Inspector. To expire on 11/7/2013. �� S Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,857.20 Total: $1,907.20 — Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1502 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 fo ) 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 I%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. j 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,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 0 Date. ��-- New Construction: Old or Pre-existing Building: (check one) Location of Property: 2i P A-15dr t-,Aw- l House No. Street I Hamlet Owner or Owners of Property: , Suffolk County Tax Map No 1000, Section 7 Block Lot Subdivision Filed Map. Lot: -�p Permit No. 3 13 Date of Permit. Applicant: i Health Dept. Approval: Underwriters Approval: Planning Board Approval: , Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ I i I Applic " gna e of sovr�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 " P.O.Box 1179 Southold,NY 11971-0959 ® a� sean.devlinitown.southold.ny.us COW T`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: William Gllooly Address: 75 Park View Ln city Orient st: NY zip: 11957 Building Permit#: 45561 section: 15 Block. $ Lot 14.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Homeowner License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt $6 Ceiling Fixtures 16 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 12 Wall Fixtures 11 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 25 CO2 Detectors 1 Sub Panel 100A A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks i Disconnect Switches 4$ 2x2 LED 3 Exit Fixtures Pump Other Equipment: Fridge, DW, Oven Notes: AS BUILT NO VISUAL DEFECTS " New House Inspector Signature: Date: July 27, 2021 S.Devlin-Cert Electrical Compliance Form if, so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 " Southold,NY 11971-0959 BUILDING DEPART NIENT D} TOWN OF SOUTHOLD UI A U G 2 3 2021 BUILDING DEPT. TOWN OF SOW-HOM .CERTIFICATION Date.` OIA/ I Building Permit No. Owner: 1— (Please print) Plumber: '—'iPG-W (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. Iu bers Signature Sworn to before me thisA9A day of 20_ r0 � 1 Notary Public, S�-tJ County REBECCA•A LUCAK Notary Public-State of New York No.01 LU6386882 Qualified in Suffolk County My Commission Expires Feb.04,2023 wr . FT 2 °» \ �... r�: s_� ,�;R z :. �, ,,. {'' } '; \���\. ��`. �. � �,. � \ � � .� r IFNI �aof SQUly� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 4NSPECTION [ IX FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - [ ] ELECTRICAL (FINAL) REMARKS: DATE I INSPECTOR (n � hO�afjF S0UlyO� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION /FOUNNDATION DATION 1ST [ ] ROUGH PLBG. 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r DATE INSPECTOR SOUryo<o �o A M`I,� Q TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 ,INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �T / "lz - F i -ql3o L DATE 3 INSPECTOR Of SOUIyo h0 �O � h0 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2 [ ] INSULATION [ FRAMIN STRAPPING [ ] FINAL r-� [ ] FIREPL MNEY [ ] FIRE SAFETY INSPECTION, [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: (/c l�'` � DATE / o INSPECTOR Of SO(/ry0lo - cOUNi`I,N T OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �v INSPECTOR t �j �� hO��OF SOUry�lo TOWN OF.SOUTHOLD ,BUILDING DEPT. 765-1802 INSPECTION, [ ] FOUNDATION IST [ ROUGH PLUMBING [ ] FO DATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [�]HULKING REMARKS: - e DATE �`'a3 INSPECTOR 2 ' �a SOF SO(/j�, cou TOWN OF "SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] R GH PLUMBING [ ] FOUNDATION 214D [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4A ue� DATEf/-,Q�,�-/- INSPECTOFv-4wf, � o - _ # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [ ] FOUNDATIONAST [ ] ROUGH PLBG. [ ` ] FOUNDATION 2ND - [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATIONA [ ] PRE C/O b REMARKS: � Vw�i!/�C a otcU on o0-.l 7 - &eA Z . - - oAr OvOc4irzz J- c_ 0kl OLAIc? q, . DATE .Lf q A14 INSPECTOR -✓'- �u- - ti0 # # TOWN OF SOUTHOLD BUILDING MEPT. 765-1802 INSPECTION = [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] SULATION/CAULKING - [ ] FRAMING /STRAPPING [ FINAL II.P [ ] FIREPLACE & CHIMNEY, ' [ ] FIRE SAFETY INSPECTION [ ] :FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ _] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS_: ] PQM Vng r 1 01 1-�/b •° Amic.., ung 4" �Lc 5T-or�yt;l Nfl_� �� R&*v �A NA n�h A s M4� tn LI �tw ON DATE INSPECTOR 0FS0Ulyo6 � �� � � �� �C•''�i�..C� �t'��o�"" TOWN OF; SOUTHOLD BUILDING DEPT, �nu►m ' 765-1802 INSPECTION ;- - [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 11tao DATE '2oo,,7 INSPECTOR c �—' D EgEVE A AUG 2 3 2029 ......J N. J. MAZZAPERRO, P.E. PO Box 57, Greenport,N.Y. 11944 $ T E��DS[1O cn TOtvfi,?OF ye'�TTi��,���� Phone- 516-457-5596 Consulting Engineer August 22, 2021 Desio, Construction Inspection Page 1 of 2 Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re: Gillooly 75 Park View Lane Orient,N.Y. 11957 District-1000,Section-15,Block-08, Lot-14.4 Building Permit Number—45561 Inspection—As Built Construction On July 26,2021, I inspected the as built conditions at the noted location. The purpose of the inspection was to certify the requirements of the Town of Southold inspection for C of O dated 4/19/2021. The inspection covered the upstairs bathroom glazing,the staircase enclosures,the rear deck,the basement build out, and the basement staircase guarding for the existing residential structure. The inspection results are: athroom Glazing by Tub—Full size Plexiglas inserts covers have been installed on the inside of the window frame providing protection from contact with the window sash Zglazise Enclosures—The walls and undersides of the two staircases (first floor to second floor and basement to first floor) have been properly covered with sheetrock and finis ed. ear Deck—A revised drawing has been provided for as-built condition of the rear deck. Four signed copies of the drawing are enclosed with this submission. Basement Build-Out-A revised drawing has been provided for the as-built condition of the basement deck. Four signed copies of the drawing are enclosed with this submission. asement Staircase Guarding—Guard walls have been installed at the bottom of the basement staircase. These guard walls are the proper height to make the stair code compliant. Electric Certificate and Plumbers Lead Certificate—These items have been addresses by the owner. Copies of these certificates are in this submission package. Result—All the items noted in the 4/19/2021 inspection have been addressed and this package is being submitted to Southold Town for review and approval. Nicholas J Mazza,fern® Nicholas I Mazzaferro, P.E. ®�t�SS9010' M , • . l • I 1, NOWN - 'ao ROUGH11 PLUMING IN-INN A MIMI I WIN STATE ENERM(CbDB Pal h �. r�/ •, / Al!/�� I � '" SLS J • �1�i i7 ADDITIONAL C• 1 1 y =Mll i. . 1 F OUTHOLD / BUILDING PERMIT APPLICATION CHECKLIST T /NG DEPARTMENT Do you have or need the following,before applying? -Board of Health, SUu 1'HOL%NY 11971 4 sets of Building Plans; TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 SurveyL SoutholdTown.NorthForLnet PERMIT NO. ® � Check Septic Form N.Y.S.D.E.C. - Trustees Flood Permit Examined' / _ _20 20 ' Stormi-Water Assessment Form ' t ;" %Contact• Approved - � ,20 I Mail to:,?7r •P6i crA 'K 0" , �ieRpprevcd�he– Nelda 1V�1 076 SU. Phone: J, Expiration — 7 20 13 Papplica#oon Eu �11� E Building Inspector CATION FOR BUILDING PERMIT - z 2012Date/J� - 20BLDG DEPT INSTRUCTIONS SOUTHOLD a. ely filled in by_typewriter or iri 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 onpublic 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 aBuilding 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�,Aat so•ever untilthe Building Inspecto'r ' issues a Certificate of Occupancy. f.Every-building permit shall expire ifthe'work authorized has not commenced within 12`months-aftei•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 agthorize,.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,r4 m al demolition as herein described.Th applicant agrees to comply with all applicable,laws,ordinances,building code o ing-code, d re ti ;,and to a �t, authorized inspectors on premises and in building for necessary inspections. , _ , igna e o p icant or e,if a corporation) (Mailing address of applicant)' State whether applicant is•owner,lessee;agent,architect;engineer, general contractor;electrician,plumber,or builder- Name of owner of premises ayo (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. - Plumbers License No. Electricians License'No: Other Trade's License No: ` 1. _Location of land on which proposed work will be done: Y House Number Street Hamlet County Tax Map No. 1000 - Section Lot Subdivision Filed Map No. Lot -- 2. State existing use and occupancy of premises and intended use, id occupancy of proposed construction: r a. Existing use and,occupancy b. Intended use and ancoccu f l - -- P y - , f - _v h I t ,. r _4;,'.,}• r of .. s1': l.fY 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work - (Description) 4. Estimated Cost„ Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, numb&*bf`cars=" _ 6. If business, commercial or=mixed;occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front _Rear Depth Height Number of St ies Dimensions of same structure with alterations or additions: Front Rear Depth Height ' Y Number`of Stories 8. Dimensions of entire ne_w'con_struction:Front Rear Depth Height ` Number of Stories 9. Size of lot:'Front 67 OLS '� Rear Depth 10.Date of Purchase- , Name of Former'Owner ` 11. Zone or use district'in which premises are situated 12. Does proposed construction violateany,zoning law,_ordinarice,or regulation?YES. NO _ 13. Will lot be re-graded?.YESNO, Will excess fill be removed from premises_?YES NO 14.Names of Owner of premises W1 LI, sim L Address .-,Q Name of Architect Address -Phone-No. - Name of Contractor Address Phone'No., 15 a. Is this property within 100`feet,of a tidal wetland ora`freshwater wetland? *YES NO'X1 * IF YES" SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS 7MAY BE REQUIRED., b. Is this property within 300 feet of a tidal wetland? * YES NO ' * IF YES,D.E.C. PERMITS MAYBE RWQit1iRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at;a ay point bn_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 N,94—, * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: „ COUNTY - - being'duly swo�deposes 'and saYs''that(s)he is the aPPlicant.'' ` (Name of individual signing contract)above named, - ' 'CONNIE D.BUNCH" (S)He is the Notary Public,State of New York (Contractor,Agent, Corporate Officer,etc.) - Qualified in Suffolk County' Commission Expires April 14,'2_Oj,lo of said owner or owners, and is duly authorized to perform or have performed the said work and to make and•file this application; ' that all statements contained in this application are true to the best of his knowledge and belief;and that-the,work-will be performed in the manner set forth in the application filed therewith. Sworn to before me this ;�day of 20'1 .f r� L"Lu6 Notary Public -Si#aturee of W pplic k Jdos� k Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.#. THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 0( jy ' STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN ifct s-i ec3 tion- Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? (Include Total Area of-all Parcels located within ,��+ Will this Project Retain All ch Rainfall Run-Off t® Generated by a Two(2")Inch Rainfall on Site? the Scope of Work for Proposed Construction) (This item will include all run-off created by site El(s ./Acres) �— b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed /' Site Improvements and the permanent creation of construction activity? t mg IS F./Acres) impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PROJECT DESCRIPTION (Provide Additional Pages as Needed) Drainage Structures Indicating Size&Location?This E]Item shall Include all Proposed Grade Changes and C Opy-S (7c /R Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion El and sediment control practices that will be used to control site erosion and storm water discharges. This /(A 40 item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards _t` of Material within any Parcel? w rj Will this Application Require Land Disturbing Activities ❑ Encompassing an Area in Excess of Five`Thousand (5,000 S.F.)Square Feet of Ground Surface?, 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction ❑ j General DEC SWPPP Requirements• or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving sod Beach? disturbances of one(1)or more acres; including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to ❑ X I including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for stone water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious ❑ for Storm Water Discharges from Construction activity-Permit No.GP-040-001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1.The SWPPP shall be prepared prior to the submittal of the NOL The NOI shall be into and/or in the direction of a Town right-of-way? — submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any ❑ constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit.In addition,theSWPPP shall Areal(This Item will NOT Include the Installation of Driveway Aprons.) Identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Stone Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable in the principles and practices of Stone Water Management Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. (NOTE: A Check Mark(4)and/or Answer s'n i Re uned for a Complete Application) lqO1arY Vu5IIC, State-of NewYork STATE OF NEW YORK, No.01 BU6185050 COUNTY OF...........................................SS Qualified in Suffolk County Commission Expires April 14,2�to That I,.�::LL/!ams o individual `?s�L o�� ...................being duly sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Docurr�nt) And that he/she is the ...........��.SHl.)!""L......... .. .. .. ..... . ....... ................................ ......................... .. ......... ..... ...... ...... .. ... ..... (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the 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 applicationare true a best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed here Sworn to before me this; IlTva" dayof..... .............. .....................20. Notaiy Public. ....... . ..114-J-. ... ..-.......... ..... ........ .... ............••..............-• i (Signature Ap cant) FORM - 06/10 f Town Hall Annex 1f ( Telephone(631)765-1802 54375 Main Road N (631)7g5Q P.O.Box 1179 roger dched 0 .SOUttIOI .nV.US Southold,NY 11971-0959 BUa DING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: ( `Indicates required information) *Name: ILL/ &{t& 1. C, L( o v `Address: 5- ) e CsZL *Cross Street: to *Phone No.: (a q—3865 Permit No.: 3 *-) 0 Tax Map District: 9000 Section: —Block.� Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: NO. Rough In Final *bo-you need a Temp Certificate: YES/ O Temp Information(if needed) 'Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Other *New Service: Re-connect Ende, !ro7dF�d)_Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION - A iLe- 82-Bequest for inspection Form 3 OF SO�jyol Town Hall Annex ,y 4 54375 Main Rod i ` Telephone(63I)765-1802 P.O.Box 1179 G (631)765- 50 Southold,NY 11971-0959 w yQ roger.richert sown sout�ioFd nvus BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Company Name: Date: Name: License No.: Address: Phone No.: t ' JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: t �4 plc--ti,�c *Cross Street: *Phone No.: 6 Permit No.: 3 Sofa�- Tax Map District: 1000 Section: Bock: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) �( ) (Please Circle All That Apply) *Is job ready for inspection: (IE�/ *Do you need a Tem C y NO °U9h I Final Temp ertlficate: YES / NO Temp Information (If needed) kService Size: 1 Phase 3 100 150 20 300 350 400 'New Service: Re-connect Other Underground mber of Meters Change of Service Overhead additional Information: P MENT DUE WITH APPLICATION r V 82-Request for nspection Form BUILDING DEPARTMENT- Electrieal,In'sp-ektor TOWN OF SOUTHOLD' Town Hall Annex- 54375 Main Road PO Box 1179 to Q-t Southold, New York 11971-0959 Telephone (631) 7651802 - FAX (631) 765" rog rrsea nd(a-)southol'df&W ny' (c_southoldtownny.gov n qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: -5-.30 -.7-t Company Name: Name: Cq License No.: email: Phone No: 4p. fe,,e ( �Fg_537-01 request an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: &,/,. 1.f Of L.G. dp&'. q Address: 7r 40 A*le Vlov 1. 6) R1 Py Cross Street: S w 47-PA 5 4 A,-y 15 Phone No.: 6;/- 4 C Y Y5'- Bldg.Permit#: 45�(e I email: 1 Tax Map District: 1000 Section: Block: 95 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Check All That Apply: Is job ready for inspection?-. XYES ❑NO ❑Rough In VFincl Do you need a Temp Certificate?: DYES DNO Issued On Temp Information: (All information required) Service Size ❑l Ph F-13 Ph Size: A # Meters Old Meter# FINew Service ElService Reconnect F-] undergroundE]overhead 1# Underground Laterals [:]l [:]2 E:]H FrameE]Pole Work done on Service? DY DNI Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx 'Y IV BUILDING DEPARTMENT- Electric 1-fln'sob ctor TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road�-'PO Box 1179 Southold, New York 11971-0959 s Telephone (631) 765-1802 - FAX (631) 765 �60 ) rogerr(U-)southoldtownrIV.gov - sea nd(bsouthofdf6;Wn"h'V".qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 3--so,-.2-t Company Name: Name: a. &C-o License No.: email: Phone No: t, Ol request an email copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: 1. Address: 7r ' 40"K A *rye Cross pyV- Cross Street: A7 q -*y is .1 4 A Phone No.: Bldg.Permit#: 45�(e I email: Tax Map District: 1000 Section:, Block: Lot: J _J BRIEF DESCRIPTION OF WORK (Please Print Clearly) Check All That Apply: Is job ready for inspection?: XYES ONO ❑Rough In inal Do you need a Temp Certificate?: [—]YES ONO Issued On Temp Information: (All information required) Service Size F_]1 Ph F-13 Ph Size: A #Meters Old Meter# E]New Service ElService Reconnect R underground ❑overhead 1# Underground Laterals [:]l 02 E]H FrameOPole Work done on Service? Ely _]NJ Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx PERM lT# �wSwitches , a f4-W1 Outlets GFI s o Surface Y Sconce f _ H H's - UC US Fans Fridge HW Exhaust , Oven Dryer Smokes DW Service Carbon _ Micro = ' Generator Combo Cooktop Transfer AC AH Mini :. Special: Comments: jj Do-re ff4 \ (A 41 b V� 6-J � �U/ Southold Town Building Department �q�gUFH�t�cdG� P.O.Box 1179 Permit#: 37201 54375 Main Road co Southold,New York 11971 Permit Date: 5/8/2012 %D4R o� (631)765-1802 Expiration Date: 11/7/2013 Parcel ID: 15.-8-14.4 BUILDING PERMIT RENEWAL LETTER Dated: 5/29/2013 Applicant: William Gillooly Location: 75 PARK VIEW LANE, ORIENT Work Description: SINGLE FAMILY DWELLING Front&Rear Entry Decks,Unfinished Basement&Attic, as applied for. A FEE OF $1907.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: WILLIAM GILLOOLY Address: 376 CEDAR LANE RIVERDALE,NJ 07675 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. 7010 1060 0001 1574 9318 THANK YOU, h SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department �o�gUEFOI,�CaGg P.O.Box 1179 Permit#: 38065 53095 Main Rd Southold,New York 11971 Permit Date: 5/31/2013 a4, �ao�� (631)765-1802 Expiration Date: 11/30/2014 Parcel ID: 15.-8-14.4 BUILDING PERMIT RENEWAL LETTER Dated: 5/16/2017 Applicant: William Gillooly Location: 75 PARK VIEW LANE, ORIENT Work Description: SINGLE FAMILY DWELLING Construction of a New Single Family Dwelling; Living Room,Dining Room, Kitchen,Den, 3 Bedrooms, 2 Baths, 1/2 Bath, Halls, Walk-in Closets, Front&Rear Entry Decks,Unfinished Basement&Attic, as applied for. REPLACES EXPIRED B.P. #37201 A FEE OF $928.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: WILLIAM GILLOOLY Address: 376 CEDAR LANE RIVERDALE,NJ 07675 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. A-f p04o&w DNI 7I hr S'�Ac7 -:Z— /6"r A4So OWC Gogh 77 ,e m.,ib.w Ct y n*- cov.4Kz' �G.�lsa cam- GLr� T/n Ks 63 /- GSS- -� if apRr -f-Y*S IV,0779 4'• w S yon S��-/a•,r� tvatL . So.ata y� � � � 4�Ic�5 t7rFy /htl6t �LvjQS TDL .S 144d c/kce 771f- TO O v cL�inr� PtAP94 s-7C.• PL.a*�" Qr„v-b sj4, c/ m,< William Lloyd Gillooly DEC 9 2020 J B. P. # 37d,19 BUILDING PERMIT EXAMINER CHECKLIST 'Date Submitted: s'a`' Date Reviewed. S 7-/a- Applicant: Owner: .4_Ze� - -" �Engineer: Estimated Cost: 49 SCTM# 1000 - IS—- Y Subd;vi 'oq: zone. r Conforming? Property Address: �S / VLet, - City: Pre COs? Building Permits (Open/Expired): BP -Z/C/O Z- `— ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- , Info BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info-— Single& Separate Search Required? .Y org Determination: STQRM�rYff _ RttN 4 FF , °� khQ. Lot 'size: ACT.-Lot Size: REQ. Lot Cov. A 0`�o ACT. Lot Cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear ' PROP. Rear REQ. Height 3 5/ ACT. Height R E dt, BOTH SID-ES A CT Waterfront? o N� F/AJI Wiry, A ,,EG,"9ESS vJELL„S' vj,r- P41:1- .60LVi I, I E- )C- - ' ADDITIONAL APPROVALS REQUIRED QLC N 5 Sj�GNE:D, S� S PVeY ort' o Suffolk County Health: Y0r N - If yes, *Bed#: 6 *Date:/ /*II *Permit#: /0� -00-Town Septiq N - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRF_DEC 9/1/75 Y or6V_ Date: / /_ Permit#: or NJ Letter- Notes: Southold Trustees: Y or(- Date: / /_ Permit#: or NJ Letter-Notes: p Southold ZBA: Y or N - Date: / / Permit#: -Notes: Southold Planning: Y or N@ Date: `/ /_ Permit#: - Notes: Town Landmark C of A: Y o�TE: _/ / *NYS CODE Compliance (page 2): Y or N CONTRA<T4R L,1C_GM_ t D15�4-RILirY L1ABILITY Wo�IC/rlENS CoM F/ySATJBi1/ Notes: 0,1-ce Fee Structure: Calculation: Foundation: 1373 SF I If.3 X $ ,�� _$ ��,�0 First Floor: 1 0 SF + Initial Fee: $ a-o 0,, o Second Floor: 1 SF + Additional Fee ( : $ Other: SF SFX$ , =$ Total: ---- 3 SF +Initial Fee: $ + Additional Fee ( _�: $ C o f o FSE E� .s0,00 AS BUILT FEE -6— TOTAL: $ 1 f57,AO NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 20 Wind Speed: 12OMPH Seismic Design Category: B Weathering: Severe -Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: I1 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGRT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: YIN ti I,IEADERS: Y/lf\ WALL STUDS:,Y/N' GIRDERS: Y11V;: CEILING JOISTS: Y/N FLOOR JOISTS.'Y/N ,�= _t ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIRF02ENTS: Y/N EGRESS 5.7 S.F.: Y/N i LIGHT 8%: Y/N �27NT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: YIN MEANS OF EGRESS-. Y/N PLUMB ING_RISER DIAGRAM` LOCATION OF DIRE PROTECTION EQUITMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS� (RESCHECK) 2ojd Ok TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) , i I N --_- g) CP O N i rn r worl p SURVEY OF PROPERTY LU Q U) ry�� AT ORIENT w N 00- Z ^ Z TOWN OF SO UTI�OLD LOT 5 Z J z �_ SUFFOLK CO UNT g; N. Y. "MAP OF ORIENT BY TIE' SEA, i_ _, z v ,1000-15-00-14.4 � ®® (DWELLING) ¢ �` o SEC770N ONES 0 � Q , � P ZS � SCALE. 1 =50 �Q FILED 11/21/57 FILE NO. 2777 0 0) o OCTOBER_ 14, 2010 IC-1- WELL La EL " (DWELLING) C co WELL S86'49'00"E EL 11.0' PARK VI1% 969 11.2• 156.2 ' — b`-- LAIW Or-1 EL 10.5' \ . Or L-iu: • EDGE OF PAVEXIEAIT 0.00 rr o TESTWMD N S 8°57'40"E R� y HOLE �9A�6 4kV �� 1 _ EL 11.s' / FOR SANITARY��j��°� l ' REBAR ' 261.78' z EL 11.1' 8��� \ `S. / 3,y L 2i e? p�l I N N ' I N ¢ FF. EL 14.5 APPROVED 4'PIPE 20'i I EL 12 3 FWISHED GRADE EL. 12.2 Z \� �� I Z 1 MIN z o r " Prhs°e� `' s LinurY I° j PLAN GRADING LE. LE. 1500 GAL. ! MIN fio.s IV- POLE G W Z o 10.9 TANKSEPTI !0. f1 m ^ 1 \\\� 2 Fin b (� i I�2 J U TANK (0.4 I.E.0 P NG . I 1Yi ,1 i / j Q V CL CL PROPOSED SEPTIC SYSTEM 3•may, N M (A 15 \ r I vI 12 GROUND WATER EL. 0.9 r W e Li ll! - 1500 al. PRECAST SEPTIC TANK LS WITH n = 1 ® s I o I I�� l31 3' SAND COLLAR SA)HING 3' ABOVE GROUND WATER i v 1 'ZONE X TO BE BUILT TO SUFFOLK COUNTY DEPARTMENT OF o �,p �, � I HEALTH SERVICES SPECIFICATIONS + C7 dD L - - - — - - — J oI RAIN ROOF RUNOFF 1� _ y ►p.� BUILDING ENVELOPE `�– HOUSE WITH GARAGE - 2048 sq.It. D N r I p !,; _.,1 L�� �� y�s{�EpA,RTMEN 'Cj�$�fi►.I.'�"HvsERVICES TEST HOLE DATA 2048 x I x 0.17 - 348 cu./t. - (n " cDONALD GEOSCIENCE 348122.3 = 16 VF. o �S o • I I 10�11�10 PROVIDE - 4 DWs. 6'0x 4' deep � 1 D� 11_ 'LV RU ,,,?CON,�"&� Y6P" s �� or equal I � ONLY EL 11'6' DARK BROWN LOAM OL UAUTY / 0.5' _EL 3 12 h - s POLE 2_q 11 ®yG 0-'VV�� PIPE I DATE a d � � � PALE BROWSANDY SILT ML I EL 10.0' FR. BARN DN89'39'17"W 229.59p' flMAXIMUM OF MS BROWN fINE TO COARSE SAND SW ■=MONUMENT (VACANT) I N/O/F NORMAN D. ELSKY ��g;l'�� iT �� �IiS FROM DATE OF ROVAL � 09• WATER 10.x' WATER /N BROWN FINE (DWELLING)- NEE u ,, TO COARSE SAND SW FLOOD ZONE FROM FIRM RATE MAP NUMBER 36103C0088H PC) SEPTEMBER 25, 2009 APP ROVED INAC laAt�C WITH �QARD ®P • k .�'a 17' REVIEWkMsO DATED ELEVATIONS REFERENCED TO N.A. V.D. '88 The location of wells and cesspools shown hereon are P AREA=5®,509 SO. FT. `-- { from field observations and or from data obtained from others. ' fv,.,.J Af dno j � N. YS. LIC. NO. 49618 ANY AL7ERA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON I am, familiar with the STANDARDS FOR APPROVAL Ern ��° sem" EYORS, P. OP~ OF SEC770N 72090F THE NEW YORK STATE' EDUCA77ON LAW. AND CONSTRUCTION OF SUBSURFACE SEWAGE f GD .7C OP C. EXCEPT AS PER SEC77ON 7209–SUBDIVISION 2. ALL CER77FICARONS DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES =-(6�3 �, 020 FAX (631) 785-1797 HEREON ARE VALID FOR 7HIS MAP AND COPIES 7HEREOF ONLY IF and will abide by the conditions set forth therein and on the O. BOXOX 9 9009 SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYORcP permit to construct. 1230 TRAVELER STREET WHOSE SIGNA7URE APPEARS HEREON. P SOUTHOLD, N. Y 11971 0—��0 i �r CP Cw GSF i 1, o O ; o SURVEY OF PROPERTY" Y;" Q ry�ti AT ORIENT w N P Z TOWN OF SO UTHOLD/ LOT o W z SUFFOLK COUNTY, MY, MAP OF ORIENT BY THE SEA, i- Q [Z Z) 1000 15-08-14.4 (DWELLING) FILED 11 SEC77ON ONE" of ^ W SCALE.' 1'=50' / /57 FILE NO. 2777 0 0>, o o .� OCTOBER 14, 2010 m `WELL EL. 11.3' 1 A (DWELLING) CL ,I NOV. 3, 2010 (CERTIFICATIONS)- , i ��—' 9 ►+ S86'49'00"E �� JUNE 25, 2013 (FR.�LDG. LOC.) ( ` I _ SEPT. 24, 2013 (FOUNDATION) fp• - Y1.,21 156'25' Q �L OCT. 3, 2013 (REVISIONS) ' �. 11.0' PARK _ V I / 9 I LAW � EL. 10.5' Z V/ I — a moo£OF LAwN 1' �O EDGE OF PAVEMENT C N S 8'57'40"E �R�1 \ EL M6' A RE 8.01 i 261.78' EL 1f.f vj N N Q ,1 F.F. EL. 14.5 APPROVED 4'PIPE 20-1 I a ¢ O El- l2.5 FWISHED GRADE EL. 12.0 z GRADING LE 1'MIN UnuTYl I.W J PLAN 112 LE. 1500 GAL. X0.5 1,E nN POLE i U VJ Z SEPTIC 10.9 TANK 0.4 1I.E JACKNO 10.0 L 6.5' r `rCl 1 I I C9 J V _L PROPOSED SEPTIC SYSTEM a'MIN. (n 15 ph! ySr I I a GROUND WATER EL. 0.9 N �' Q ll) - 150,0 at. PRECAST SEPTIC TANK O ` o� I, �+ �. (3) - 8' 0 Jv gal. deep LEACHING POOLS WITH n = 1 a� r 1 I c I 3 3' SAND COLLAR (SW) 3' ABOVE GROUND WATER X I a l O Z �' TO BE BUILT TO SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SPECIFICATIONS- L .. - -� - - - - _ _ _ _ _ _ — J of _ z4. a BUILDING,ENVELOPE r O 1FST HOLE DATA RAIN ROOF RUNOFF v I N HOUSE WITH GARAGE - 2048 sq.ft. > • a PR p N O McDONALD GEOSCIENCE 2048 x 1 x 0.17 w 348 cu.ft. ?ya' SEPTIC 348/22.3 16 VF. �s h SYSTEM 10/11/10 ~ 11.6' PROVIDE - 4 DWs. 6'mx 4' deep �'v,' s°' V nU Tyj 01' equal r 1 N to I '� EL DARK BROWN LOAM OL CJ EL 12y - rP_OLE 'PIPE f0 0' PALE BROWN SANDY SILT ML Nov'39'17"W FR BARN 229.59' CERTIFIED TO= WILLIAM L. GILLOOLY 9' •��, DECISION 2000 REAL ESTATE EL o.9' I07* BROWN FINE 7D COARSE SAND SW ■=MONUMENT (VACANT) N/0/F NORMAN D. ELSKY SERVICES, INC. _� WATER , WA7ER IN BROWN FINE (DWELLING) ` �soF NEW 70 COARSE SAND SW FLOOD ZONE FROM ,FIRM RATE MAP NUMBER J6103CO088H 0 SEPTEMBER 25, 2009: ��.��° E �' f7*HOU �a ELEVA 77ONS REFERENCED TO N.A. V.D. '88 n n The location of wells and cesspools shown hereon ore U AREA=50,509 SQ. FT. from field observations and or from 'data obtained from rs. AREA=50,5,09 ANY ALTERATION OR ADD1,7ON TO THIS SURVEY IS A WOLA77ON NOV 2 ® 2®13 l am 'familiar with the STANDARDS FOR APP b�' N. Y.S. LIC. NO. 49618 ONIC OF SEC77ON 7209OF 77-IE NEW YORK STA 7E EDUCA77ON LAW. AND CONSTRUC77ON OF SUBSURFACE SEWAGE gA� P CUR EYORS, P.C. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCE E (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF BLDG DEPT. P.O. BOX 909 TOWN OF SOUTHOLD and will abide by the conditions set forth therein and on the SAID MAP OR COPIES BEAR 77-IE IMPRESSED SEAL OF INE SURVEYOR —•-- Qwar permit to construct. 1230 TRAVELER STREET lO_220 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, MY 11971 • � _ 8 SURVEY OF PROPERTY CQ SCDHS REF# R10-10-0055 AT ORIENT WEZLo p y0Gs� /o� TO WN OF SO UTHOLDLO SUFFOLK COUNTY, N. Y. �, Z °•�` ,0 LU 1000 15-08-14.4 LOT 5 S, z z + MAP OF ORIENT BY THE SEA, z SCALE.- 1'=50' �' to z - ? J (DWELLING SECTION ONE" �- (` OCTOBER( 14, 2010 ) ) � FILED 11 / �� � NOV 3, 2010 CER77F/CA 710NS /21 57 FILE NO. 2777 JUNE 25 2013 (FR BLDG. LOC.) �G,�� (5rn o W SEPT. 24, 2013 (FOUNDATION) 11 g (DWELLING) a `-- --1 Yccwrin 07 16-2018 MARCH 16, 2016 (FINAL) g wEZL S864900"E 24, 2016 (REVISIONS) �' g6•J11ry 156.250- MARCH CMF EL. 11-0' PARK V� W " 0� V ��• HEDGES EL. 10. Ac EDGE OF PAVEMENT 5 .`71140 0i�0�0 c,(� CMF EER FE HED�I� �1 0.5E. A Kfzt REBAR NEpGEs SEP77C MEASURMENTS ' tiELL D 0 261.78 � ,1SR.F.3'W. 1 �.� m �0�00 NN A B C O 33�Lf5 W O ST 20' 62.5' �, 'T► t J Gti�``�� \ `� �`'� N Y LP#1 48' 82' t� 1 � o!• �ti Q Z CT c 2 Cy 5X e w .� LP#2 56.5' 84' Z ca) 1 s�" _ �' S�GJ °` POLE � L41 Z Q) LP#3 7FST HOLE DATA 9? 1 - �?o`' - °A°o McDONALD GEOSCIENCE C 1 2� ,� 10/11/10 v yl Q ° WELL MEASURMENTS EL 11.6' DARK BROWN LOAM OL (n D 1 - �� R Q cWil A B C O.5' m r' -� F= > . i WELL 121' 90.5' PALE BROWN SANDY SILT ML c7 _ mail �•� _ o ' cn v m 1 UWO TOOP SHED N o S ; '•� 8. GRAVEL 9' BROWN FINE TO COARSE SAND SW _ 1 1 112 \Y1 EL 0.9' 10.7' D N 1 S7 FR' w �e 2 SEPERATE 8.3' WATER BLDG- SHEDS APREAR TO KADE FENCE E. WATER IN BROWN FINE 1 �' 24 3 ZONE X AS ONE 16.3' 13.2 CER TI FIED TO: TO COARSE SAND SW NU77L/TY 1r r 1 N POLE WILLIAM L. GILLOOLY SR.F. PIPE -STOCKADE FENCE STOCKADE FENCE ELEC. PANED^ STKD. COR. DECISION 2000 REAL ESTATE 2.2'W. 1 2 S7KO. COR. EL. 12.1' EL 10.0' o.o N. SER Vl CES, INC. o.5 . D N89.39'17"W FR. BAQI�I , EER FE. S���E�70�aVEn,��ITS & P.ESTr�tGT�ONS L1SER 0.3'N'N. / 229.59 1.3•E. •= PIPE PAGE `0 �� • = REBAR ^_- ■= MONUMENT (VACANT) 01P FLOOD ZONE FROM FIRM RATE' MAP NUMBER 36103CO088H N/O/F NORMAN D. ELSKY SEPTEMBER 25, 2009 v- - -- - - (DWELLING) �OF Ne&V HEALTH SF-i vj(; O ELEVA77ONS REFERENCED TO N.A.V.D. '88 FOR The location of wells and cesspools shown hereon are 8,Nk' CAMJLY RE,,iD4NCE �l?use Y G'fi from field observations and or from data obtained from ta4e ®V 1 5 2018 tin l9 !-3.v. Es, �w0. h 1 am familiar with the STANDARDS FOR APPROVAL �.J-4--�n�0-®t� .�i� �� ' '�' • AND CONS7RUC77ON OF SUBSURFACE SEWAGE rhe sewage disposal and water supply aaciiitles at tills tOCE;t Orr zwve been DISPOSAL SYS7EMS FOR SINGLE FAM/LY RESIDENCES inspected and/or certified b ttais i7e arirarera or other a Y.S LIC. NO. 49618 and will abide by the conditions set forth therein and on t e y P genc;es and found to �r satisfactory FORA JMUq BEDROOMS. _ � (_ � *1/'�'"®RS, P.C. permit to construct ANY AL7ERA770N OR ADDITION 70 THIS SURVEY IS A WOLA770N - ; AREA-50,509 S0. FT. — FAX (631) 765-1797 EXCEPT AOF S PER SEC77ON 7209-SUBD7209OF THE NEW YORK SNSION 2TAX CA7701V LAW ALL CER77RCA77ONS Craig E t C: 'i�•' , y��, , Chief g P.O. OAC•-90 SAID MAPHEREON RE VALID FOROR COPS ERI7HE IMPRESSED AP AND COPIES SEAL OF WE SURVEYOR LY IFOffice o'I Lala ;�vjaler Nlanagernent ,ALL; OP 1230 TRA VELER SIRE1 10-220 WHOSE SIGNA7URE APPEARS HEREON. j SOUTHOLD, N. Y. 11971 CC# : C18-16769 COUNTY CLERK'S OFFICE STATE OF NEW YORK U DEC 9 2020 COUNTY OF SUFFOLK 1, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 04/24/2018 under Liber D00012958 and Page 784 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the sea[ of said County and Court this 04/24/2016 SUFFOLK COUNTY CLERK JUDITH A.RASCALE SEAL I IIIIIII IIII VIII VIII VIII VIII VIII VIII VIII IIII IIII 111111 VIII VIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 04/24/2018 Number of Pages : 19 At: 10 : 44 : 03 AM Receipt Number : 18-0074307 LIBER: D00012958 PAGE : 784 District: Section: Block: Lot: 1000 015.00 08 . 00 014 . 004 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $95 . 00 NO Handling $20 . 00 NO COE $5 . 00 NO NYS SRCHG $15 . 00 NO TP-584 $0 . 00 NO Notation $0 . 00 NO Cert.Copies $24 . 70 NO RPT $200 . 00 NO Fees Paid $359.70 THIS PAGE IS A PART OF THE INSTRUMENT, THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County F—il 2 Number of pages ' RECORDED 2018 Apr- 24 0:44:03 AM i JUDITH A. PASCALE CLERE OF This document will be publicSUFFOLK COUNT; record. Please remove all L GOOOIL2 58 Social Security Numbers F 784 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. 1. Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Spec./Assit. Notation or EA-52 17 (County) Sub Total Spec./Add. EA-5217 (State) TOT.MTG.TAX C)®� Dual Town Dual County R.P.T.S.A. Held for Appointment Comm. of Ed. 5. 00 Transfer Tax ' Mansion Tax Affidavit The property covered by this mortgage is Certified Copy or will be improved by a one or two N urcharge 15. 00 family dwelling only. Sub Total YES or NO Other Grand Total ( If NO,see appropriate tax clause on page# of is i strume (/ 4 1 Dist. 3619261 1000 01500 0800-014004 5 Community Prese ation Fund Real Property P T S I IIIIIIIIIIIIIIIIIIIIIII Consideration Amount $ Tax Service R LWI ,A IIIIIIIIIIIIIIIIIII II Agency 24-APR-1 CPF Tax Due $ Verification -- - --- - --- ------ -- Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD & RETURN TO: Vacant Land ALL/nzA- 6G,Lcof,t� TD pleq'm TD J �y�/' �Ci TD Mail to: Judith A. Pascale, Suffolk County Clerk 7 Title Compawy Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# This page forms part of the attached �ccr a made by: (oo� (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in SUFFOLK COUNTY,NEW YORK. T In the TOWN of Jo In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR F/ iz-oioa to/oaxx / Declaration and Covenants THIS DECLARATION, made by WILLIAM GILLOOLY, this )a day of April, 2018 residing at 376 Piermont Road, Norwood, New Jersey 07648 herein referred to as the DECLARANT, as the owner of premises described in Schedule "A" annexed hereto (hereinafter referred to as the PREMISES) desires to restrict the use and enjoyment of said PREMISES and has for such purposes determined to impose on said PREMISES covenants and restrictions and does hereby declare that said PREMISES shall be held and shall be conveyed subject to the following covenants and restrictions: 1. The DECLARANT has made application to the Suffolk County Department of Health Services (hereinafter referred to as the DEPARTMENT) for a permit to construct, approval of plans or approval of a subdivision or development on the PREMISES. 2. The DECLARANT appeared before the Board of Review requesting a variance from Article 6,'Section 760-602, paragraph A.1, which requires that no developer shall engage in the creation of a realty subdivision, or sell, rent, offer for. sale or lease any parcel in a realty subdivision unless DEPARTMENT approval has been obtained of the existing or proposed water supply and sewage disposal facilities in the subdivision, and the Board of Review of the County of Suffolk Department of Health Services granted a variance by letter dated March 22, 2011, attached hereto as Schedule B, and made part hereof, provided a covenant is filed. The DECLARANT, its successors, heirs, or assigns, agrees: (a). As a condition of approval by the DEPARTMENT of such application, the DECLARANT covenants that the PREMISES described in Schedule A will not be further subdivided. (b). As a further condition the PREMISES are to be served by an individual on-site private well and the rest wells sampled for the PREMISES indicated a groundwater supply that had contamination in excess of the minimum drinking water standard and/or guidelines of the State of New York and contained-excess of the following: Manganese; and A complete list of analysis results is attached hereto as Schedule C and the County of Suffolk Department of Health Services has agreed to issue a permit only if there be a record covenant that the necessary water conditioning equipment be installed so as to meet the quality standards for drinking water. The DECLARANT, its heirs or successors and assigns forever, agrees that no structure including, but not limited to, residences and commercial buildings upon the above described PREMISES, will be occupied prior to the installation of the necessary water conditioning equipment so that the water, when conditioned, meets the said minimum quality standards for drinking water of the State of New York and evidence of the same is furnished to the Suffolk County Department of Health Services for their written approval. 3. The DECLARANT, its successors and/or assigns shall set forth these covenants, agreements and declarations in any and all leases to occupants, tenants and/or leases of the above described PREMISES and shall, by their terms, subject same to the covenants and restrictions contained herein. Failure of the DECLARANT, its successors and/or assigns to so condition the leases shall not invalidate their automatic subjugation to the covenants and restrictions. 4. All of the covenants and restrictions contained herein shall be construed to be in addition to and not in derogation or limitation upon any provisions of local, state, and federal laws, ordinances and/or regulations in effect at the time of execution of this agreement, or-at the time such laws, ordinances, and/or regulations may thereafter be revised, amended, or promulgated. 5. This document is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and they are deemed to be incorporated herein and made a part hereof, as though fully set forth. 6. The aforementioned Restrictive Covenants shall be enforceable by the County of Suffolk, State of New York, by injunctive relief or by any other remedy in equity or at law. The failure of said agencies or departments of the County of Suffolk, the DEPARTMENT or the County of Suffolk to enforce the same shall not,be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the County of Suffolk or any officer or employee thereof. 7. These covenants and restrictions shall run with the land and shall be binding upon the DECLARANT, its successors and assigns, and upon all persons or 2 ' = t entities claiming under them, and may be terminated, revoked or amended only with the written consent of the DEPARTMENT. 8. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction, be adjudged illegal, unlawful, invalid, or held to be unconstitutional, the same not affect the validity of these covenants as a whole, or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid, or unconstitutional. 9. Local Law#32-1980-The DECLARANT represents and warrants that he has not offered or given any gratuity to any official, employee, or agent of Suffolk County, New York State, or of any political party, with the purpose or intent of securing favorable treatment with respect to the performance of any agreement, and that such person has read and is familiar with the provisions of Local Law#32- 1980. WILLI ILLOOLY STATE OF NEW YORK ) . ss.. COUNTY OF SUFFOLK ) On theday of April 2018, before me, the undersigned, personally. - appeared LLIAM GILLOOLY, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to'the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual, or the person upon behalf of which the individual a d, e ecuted the same. Notary Public PAULA M. SHEEHAN NOISFy Public. Sate o`i Now York No, OISH5030507 GY81010d.16 t0ffolk Coo @onnm=EX Ju1y is 3 SCHEDULE A Title No. 17-08-8925 All that certain plot, piece or parcel of land, situate, lying and being in the Town of Southold, County of Suffolk and State of New York, more particularly bounded and described as follows: Beginning at a point on the southerly side of Park View Lane, distant 261.78 feet easterly as measured along the southerly side of Park View Lane from the corner formed,by the intersection of the easterly side of Plum Island Lane with the southerly side of Park View Lane; Running thence along the southerly and southeasterly side of Park View Lane, the following two (2) courses, curves and distances: 1) South 88 degrees 57 minutes 40 seconds East,28.01 feet; 2) Easterly and Northeasterly along the arc of a curve bearing to the left having a radius of 1'10.00 feet a distance of 96.99 feet to land as shown on the Map of Orient by the Sea, Section One, filed 11-21-1957 as Map No. 2777; Thence along said last mentioned land on said last mentioned map, South 86 degrees 49 minutes 00 seconds East, 156.25 feet to land as shown on Map of Land's End, filed 5-3-1973 as Map No. 5909; Thence along said last mentioned land and along land now or formerly of Maggie Trakas, South 0 degrees 20 minutes 40 seconds West, 207.72 feet to land now or formerly of Norman D. Elsky; Thence along said last mentioned land, North 89 degrees 39 minutes 17 seconds West 229.59 feet to land now or formerly of Ann and Christopher Chiaffitelli; Thence along said last mentioned land, North 12 degrees 21 minutes 50 seconds West, 181.20 feet to the southerly side of Park View Lane, being the point or place of Beginning. SCHEDULE B COUNTY OF SUFFOLK STEVE LEVY SUFFOLK COUNTY EXECUTIVE ®rEPARTMENT OF HEALTH SERVICES JAMES L.TOMARKEN,M® MSW,MPH, MBA,FRCPC, FRCP COMMISSIONER March 22, 2011 ,. William L. Gillooly P.O. Box 38 Orient,NY 11957 Subject: Board of Review Hearing—January 20, 2011 R10-10-0055 — Property of William Gillooly — s/s Parkview Ln., 261.78 ft. east of Plum Island Ln. —Orient,t/o Southold—SCTM: 1000-15-8-14.4 Dear Mr. Gillooly: Enclosed is a copy of the findings, recommendations and determination of the Board of Review concerning the subject application. Based on the information submitted, the Board granted the request for variance/waiver with the !� provisions indicated in the determination. The granting of this waiver does not imply that your application will be automatically approved. It is your responsibility to ensure that your application is complete; otherwise, your approval will be subject to unnecessary delay. Very truly yours J' es W. Meyers,P.E. Principle Public Health Engineer Chair, Board of Review Enclosure C: Board of Review File—Yaphank Edward Lyons—Reviewer Ms. Eileen Cantone—Yaphank Mr. Andrew Freleng—Planning Department Ms. Laurette Fischer—Planning Department Ms. Valerie Scopaz—Town of Southoldu , Y j f I DET 1 .nivie.n..ns o...................i n....... . o.._.a n.n_.._.... ..--'---. __ .. .. .... .. YC _• :>. 'i.. �_i{ ,:Jrt ocr— I< 1 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION Or ENVIRONMENTAL QUALITY BOARD OF REViEVy ARTiCILIE 29 SECTION 2209 SUFFOLK(COUNTY SANITARY CODE To: James L.Tomarken,MD,MSW,MPH,MBA,FRCPC,FRCP, Commissioner From: James Meyers,P.E., Chair,Board of Review I Subject: Findings and Recommendations of the Review Board Regarding: R10-10-0055 — Property of William Gillooly -- s/s Parkview Ln., 261.78 ft. east of Plum Island Ln.—Orient, t/o Southold—SCTM: 1000-15-8-14.4 Hearing Date: January 20,2011 Board Members: Patricia Floria,P.E., Chris Lubicich, P.E. Reviewer: Edward Lyons Statement of Prolbdem Article 6, §760-602.A.1 requires that no developer shall after the effective date of the Article engage in the creation of a realty subdivision, or sell, rent, offer for,sale or lease any parcel in a realty subdivision unless Department approval has been obtained of the existing or proposed water supply and sewage disposal facilities in the subdivision. The applicant is proposing to construct a 4-bedroom single-family dwelling with an on-site sewage disposal system and a private water supply on a lot that was subdivided without Department approval. i 1Findhalm and]Facts 1. The parcel located in Groundwater Management Zone 4. 2. The parcel is depicted as part of a lot on the 1981 tax map. The original lot,tax lot 14, is 211,673 square feet(sf)in area. 3. The parcel size is 50,509 sf. 4. The lot size is larger than the required lot size(minimum 40,000 sf), S. Sewage disposal will be via septic tank and leaching pools, 6. Depth to groundwater is 10.7 feet below existing grade. -7. Soils are acceptable with fine to coarse sand at 9 feet below existing grade. !, 8. The proposed dwelling will be connected to a private on-site well for its water supply. The total well depth is.,30 feet. The static water level in the well is 12 feet. The well was installed with a 4-foot screen. There is 14 feet of water above the screen. 9.• An analysis of a sample taken in November, 2010 from the well showed that all parameters are within limits. 10. Subdivision approval was granted by the-Southold Town Planning Board on May 28, 1982. The Department did not receive a subdivision application at that time. In March 1982 the engineering staff of the Office of General-Engineering Services sent a letter to the Southold Town Planning Board designating the Town of Southold as lead agency i James L. Tomarken,MD, MSW,MPH, MBA, FRCPC, FRCP, Commissioner Dearing bate: January 20,2011 Subject: Findings and Recommendations of the Review Board Regarding: R10�10-0055 — Property of William Gillooly — s/s Parkview Ln., 261.78 ft. east of Plum Island Ln.—Orient,Vo Southold—SCTM: 1000-15-8-14.4 for this project. No mention was made of a requirement to submit a subdivision plan to the department. 11. The original parcel was subdivided into 4 lots. The overall size would be large for 5 lots, however due to shallow well depths the required 150 feet of separation between wells and leaching pools would be difficult with more than 4 lots. The average lot size is greater than what would be required for density purposes. 12. Two of the four lots are improved with single-family dwellings. A similar variance was granted in August of 2007 to develop one of those lots, lot 14.5, with a single family residence. One of the lots,lot 14.3,is owned by the State of New York. 13. All four lots are held in separate ownership. The applicant has been unable to get all property owners to participate in a subdivision application. 14. The applicant was not a party to the original subdivision. f ' �I Determination It was a 3 to 0 determination of the Board to grant the request for the variance, provided that the applicant shall covenant, in language acceptable to the County Attorney, that the subject parcel will not be further subdivided. Article 6 is intended to protect groundwater quality by establishing limits on population,density. ; Approval of this variance should not have any substantial adverse effect on groundwater: In the early 1980's it was common for the department to accept approvals of realty developments (less than 5 lots) from the town Planning Boards in lieu of requiring separate applications to,the department where the underlying lots and proposed construction conformed, to department standards. The proposed sewage disposal system and proposed well at the subject parcel,meet all required setbacks from neighboring wells and sanitary system. Had the original s6bdivision been submitted to the department in 1982 as it now configured it undoubtedly would",have been, approved. As per §760-609 of the Suffolk County Sanitary Code (Sanitary Code), the approval. of the variance is in harmony with the general purpose and intent of the Sanitary Code to 'protect groundwater and drinking water supplies, surface water and other natural resources, and public health, safety and welfare. I Marsch 22, 2011 James Meyers,P.E. Chair—Board of Review y o_ S CHEDtrLE C Suffolk County Department of Health Services Office of Wastewater Management —7c) --1 -7 O p 360 Yaphank Avenue,Suite 2C Yaphank,New York 11980 Jr 6O 0 (631)852-5700 OR IIealthWWM(@Suffoliccountynv.eov CERTIFICATION OF WELL WATER ANALYSIS This form must be submitted with all potable well water analyses(Form WWM-151) and signed by the analyzing laboratory's director or technical director.All water samples submitted to the Department of Health Services Office of Wastewater Management for regulatory purposes must be collected by a properly trained sample collector and analyzed by a laboratory certified under the New York State Environmental Laboratory Approval Program (ELAP).Analyses must be submitted within one year of the sampling date.This form must be completed in its entirety and must contain an original signature Health Department Reference Number: R10-10-0055 Suffolk Tax Map#:Dist 1000 Sect(s)��15 Blk(s)08 Lots(s) 14.4 Project Name or Address: 75 PARK VIEW LANE ORIENT NY 11957 Subdivision Name&Lot#: 14.4 Applicant's Name: GILLOOLY SAMPLE COLLECTION INFORMATION: p f� Sample Date: (Z 1 Sample Collector: � � Sample Collector Emloyed B : Harry Goldman Water Testing Collection Point: ('r G {,,,/] Raw Water [ ] Treated Water If Treated,Indicate Type(s)of Treatment: Run Time: �V (15-60 minutes) Pumping Rate: 6-� m Free Chlorine Residual: Z6,1 PPm Were all parameters listed on the back of this form included in this analysis? [✓jYes [ ] No If not please indicate reason for partial sample: i Are the results reported on Form WWM-151? 14Yes [ ] No WATER QUALITY: Laboratory Name and ELAP ID#: Pace Analytical#10478 Check one: [ ] This sample does not exceed the drinking water Maximum Contaminant Levels (MCLS)and/or Action Levels contained within Subpart 5-1 of the New York State Sanitary Code for the parameters analyzed. [e1 This sample exceeded one or more of the drinking water MCLS and/or Action Levels contained within Subpart 5-1 of the New York State Sanitary Code of the parameters analyzed. Flag all parameters that exceed MCLs and/or Action Levels on Form WWM-151 To be signed by Laboratory Director or Laboratory Technical Director: I certify that this water sample was collected and analyzed in accordance with New York State ELAP approved methods and Suffolk County Department of Health Services Private `'Vater Systems Standards. This sample may be used for regulatory purposes. J�1 `�.f�,ti►��C.f' �h.�- �l�rt'2�� (Signature) (Print Name) 1Z/0-/1 7 �52. pry��t- 1M an a (Date) (Title) WWM-150 (8/15) SUFFOLK COUNTY DEPARTMENT OF HEAL' -H-SERVICE,S OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAFHANK,NY I Ib80 .(631) 852-5700.OR HealthW�JM@a stiffolkcountyny.gov WILL WATER-ANALYSIS REP0ii*- G F0R1V,>; This form may be duplicated oil company.jetterhead provided it coiitaans'the following hformation: HD•REFP;RENCE NUMBER R ti's - 10 -6 co SUFFOLK.TAX MAP'#/:DIST. iU c+o* SECT{$) 57 •BLK(S) LOTS) 111 `!. SAMPLE DATE: :iX/•ih PARANCTEIt LI1V> Y`*• MT , :II;AG; total coIiforin E.coli. ABSENT.. Sez c9 arsenic 10•u �t.p. cadmium calcium' ' n/a . Z ut?.L chromium 100 ugtL . r qppper 1.300 u on 0.3 mg1L l o.erzo lead 15;ugtL man amese f 0.3 m n/a 5 ARc .. -5 000.:u1 1 Z v chloride Vee ammonia n/a 0467 nitrate• 10 m `-Z H. n/a $, ecif%c sviiduciiv} _ n/a 2-c Obenzenne. tn/a: •'0;2,5=.. 5 u <o,So bromabenzene 5:u bromochloromethang 5 u bromomethane 5 ugi 2-butanoge K 50 u n-butylbenzene 5 u Co.So sec-bu lberizene 5 u tert-bii ,lbenzejip 5 u carbon tetrachloride 5 u chlorobenzene 5 u : chlorodil goromethaue ' 5 u chloroethane 5 ugtL chloroform 80 u 2-chlorotoluene 5 ug/L 4-chlorotoluene 5 u Notes: - *Limit refers to the federal and/or.state maximum contaminant level,treatment technique or action level. WWM-151 (8/15) + e, PARAMETT+,R LIMIT $LJ�,T:'• FLAG 0 MEN dibromomethane 5 ug/L v ; 1,2-dichlorobenzene 5 u 1,3-dichlorobenzene 5 u 1,4-dichlorobenzene 5 u dichlorodifluoromethane 5 u 1,1-dichloroethane 5 u 1,2-dichloroethane g❑ 7 1,1-dichloroethene 5 u cis 1,2-dichloroethene 5 u trans 1,2-dichloroethene 5 ug/L 1,2-dichloro ro ane 5 u 1,3-dichloro ro ane 5 u /L . 2,2-dichloro ro ane 5 ug/L 1,1-dichloro ro ene • 5 ug/L cis 1,3-dichloro ro ene 5.0 trans 1,3-dichloro ro ene 5 u eth lbenzene 5 u hexachlorobutadiene S u iso ro lbenzene 5 u -iso ro ltoluene 5 u methylene chloride 5•u meth I-tert-bu 1-ether MTBE + 10 ug/L naphthalene 50 u a-propylbenzene 5❑ styrene 5 ugIL 1,1, 5 u gtL 1,1,2,2-tetrachloroethane' 5 u etrachloroethene 5.0 tetrah drofuran 50 u .4 S,G toluene •5 u 1,2,3-trichlorobenzene 5 u gtL 1,2,4-trichlorobenzene 5 u 1,1,1-trichloroethane 5 u 1,1,2-trichloroethane 5 u trichloroethene 5 u trichlorofluoromethane 5 u ,2,3-trichloro ro ane_. 5 u 1,2,4-trimeth lbenzene 5 u 1,3,5-trimeth lbenzene 5 u rn-xylene 5 ug/L o-xylene 5 u , p-xylene 5 u vin I chloride 2 u aldicarb 3 u <G;5.0 aldicarb sulfoxide .4 ug/L <6a570 aldicarb sulfone .2 ug/L monometh ltetrachlorotere hthalate 50 ug/L tetrachlorotere hthalic acid 50 ug/L Notes: *Limit refers to the federal and/or state maximum contaminant level,treatment•technique or action level. WWM-151 (8/15) Laboratory Results Sample Information: ° Results for the samples and analytes requested Type* Drinking Water aceAnalXical The lab is not directly responsible for the integrity of the sample before Origin: Raw Well receipt at the lab and is responsible only for the certified tests requested Routine 575 Broad Hollow Road,Melville,NY 11747 TEL (631)694-3040 FAX:(631)420-8436 www,pacelabs.com Harry Goldman Water Testing Lab No. : 7037700001 8700 Main Road Client Sample ID.: WILLIAM GILLOOLY Mattituck, NY 11952 Attn To : John Scaramucci Federal ID : Collected : 12/08/2017 08:50 AM Point No: - - Received : 12/08/2017 03:30 PM Location: Collected By: AF99 Sample Comments: 75 PARK VIEW LANE,ORIENT SOURCE: KITCHEN SINK FLOW:20MIN @ 6.5GPM R10-10-0055/1000-15-8-14.4 RAW WELL I Analytical Method:EPA 200.7 Parameters) Results ualifie D F 8nalyzed, Container* Calcium 28.2 1 mg/L 12/11/20171:24 PM 001 BP3N1/1 Iron <0.020 1 mg/L 0.3 12/11/20171:24 PM 001 BP3N1/1 Magnesium 6.5 1 mg/L 12/11/2017 1:24 PM 001 BP3N1/1 Manganese 0.58* 1 mg/L 0.3 12/11/2017 1:24 PM 001 BP3N1/1 Total Hardness 97.2 N3 1 mg/L 12/11/20171:24 PM 001 BP3N1/1 Zinc <0.020 1 mg/L 5 .12/11/20171:24 PM 001 BP3N1/1 Analytical Method-EPA 200.8 Parameter(s) Results Qualifier D.F.. Units Limit Analyzed- Container. Arsenic <1.0 1 ug/L 10 12/11/2017 1:45 PM 001 BP3N1/1 Cadmium <1.0 1 ug/L 5 12/11/2017 1:45 PM 001 BP3N1/1 Chromium <0.0070 1 mg/L 0.1 12/11/20171:45 PM 001 BP3N1/1 Copper 0.0059 1 mg/L 1.3 12/11/20171:45 PM 001 BP3N1/1 Lead <1.0 1 ug/L 15 12/11/20171:45 PM 001 BP3N1/1 Analytical Method-EPA 353.2 Parameters) Results Qualifier D F Units Limd Analyzed7 Container: Nitrate as N 4.2 10 mg/L 10 12/08/2017 11:04 001 BP21.11/1 Nitrate-Nitrite(as N) 4.2 10 mg/L 12/08/201711:04 001 BP2U1/1 Analytical Method:EPA 353.2 Parameters) Results Qualifier D_F Units Limit Analyzed- Container. Nitrite as N <0.050 1 mg/L 1 12/08/2017 8:18 PM 001 BP2U1/1 Analytical Method•EPA 524.2 Parameter(s) Results Qualifier D F Units Limit Analyzed- Container, 1,1,1,2-Tetrachloroethane <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 1,1,1-Trichloroethane <0.50 1 ug/L 5 12/10/2017 9.20 PM 001 VG9C1/2 1,1,2,2-Tetrachloroethane <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 1,1,2-Trichloroethane <0.50 1 ug/L 5 12/10/20179:20 PM 001VG9C1/2 1,1-Dlchloroethane <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 1,1-Dichloroethene <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 1,1-Dichloropropene <0.50 1 ug/L 5 12/10/20176:20 PM 001VG9C1/2 1,2,3-Trichlorobenzene <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 Qualifiers, J/�� ''"]��J p,�,,�/} DF-Dilution Factor,if reported,represents the factor applied to the reported data due to changes in C` -` /VBG"`�-� sample preparation,dilution of the sample aliquot,or moisture content ND-Not Detected at or above adjusted reporting limit J-Estimated concentration above the adjusted method detection limit and below the adjusted reporting Stu Murrell limit Estimated value-below calibration range Test results meet the requirements of NELAC U-Indicates the compound was analyzed for,but not detected unless otherwise noted See qualifiers page for additional qualifier definitions Result(s)reported meet(s)NYS Regulatory Limit(s) This report shall not be reproduced except in full, Result(s)flaooed with*Exceed NYS Reaulatory Limit(s) Limit Noted without the written approval of the laboratory Laboratory Results Sample Information: Results for the samples and analytes requested Type. Drinking Water aceAnalytical The lab is not directly responsible for the integrity of the sample before Origin' Raw Well receipt at the lab and is responsible only for the certified tests requested Routine 575Broad Hollow Road,Melville,NY 11747 TEL:(631)694-3040 FAX:(631)420-8436 www pacelabs.com Harry Goldman Water Testing Lab No. : 7037700001 8700 Main Road Client Sample ID.: WILLIAM GILLOOLY Mattituck, NY 11952 Attn To : John Scaramucci Federal ID : Collected : -12/08/2017 08:50 AM - -Point No: Received : 12/08/2017 03:30 PM Location: Collected By: AF99 Sample Comments: 75 PARK VIEW LANE, ORIENT SOURCE: KITCHEN SINK FLOW:20MIN @ 6.5GPM R10-10-0055/1000-15-8-14.4 RAW WELL 1,2,3-Trichloropropane <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 1,2,4-Trlchlorobenzene <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 1,2,4-Trimethylbenzene <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 1,2-Dichlorobenzene <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 1,2-Dichloroethane <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 1,2-Dichloropropane <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 1,3,5-Trimethylbenzene <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 1,3-Dichlorobenzene <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 1,3-Dichloropropane <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 1,4-Dichlorobenzene <0 50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 2,2-Dichloropropane <0.50 1 ug/L 5 12/10/20179:20 PM 001 VG9C1/2 2-Butanone(MEK) <5,0 N3 1 ug/L 50 12/10/20179:20 PM 001 VG9C1/2 2-Chlorotoluene <0.50 1 ug/L 5 12/10/2017 9.20 PM 001 VG9C1/2 4-Chlorotoluene <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 Benzene <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 Bromobenzene <0.50 1 ug/L 5 12/10/20179:20 PM 001 VG9C1/2 Bromochloromethane <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 Bromodichloromethane <0 50 1 ug/L 12/10/2017 9:20 PM 001 VG9C1/2 Bromoform <0.50 1 ug/L 12/10/2017 9:20 PM 001 VG9C1/2 Bromomethane <0 50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 Carbon tetrachloride <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 Chiorobenzene <0 50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 Chlorodifluoromethane <0.50 N3 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 Chloroethane <0.50 1 ug/L 5 12/10/2017 9.20 PM 001 VG9C1/2 Chloroform <0 50 1 ug/L 12/10/2017 9.20 PM 001 VG9C1/2 Chloromethane <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 Dibromochloromethane <0.50 1 ug/L 12/10/2017 9:20 PM , 001 VG9C1/2 Dibromomethane <0.50 1 ug/L 5 12/1012017 9:20 PM 001 VG9C1/2 Dichlorodifluoromethane <0.50 1 ug/L 5 12/10/2017 9.20 PM 001 VG9C1/2 Ethylbenzene <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 Hexachioro-1,3-butadiene <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 Isopropylbenzene(Cumene) <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 Methyl-tert-butyl ether <0.50 1 ug/L 10 12/10/2017 9:20 PM 001 VG9C1/2 Methylene Chloride <0 50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 Naphthalene <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 Styrene <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 Tetrachloroethene <0.50 1 ug/L 5 12/10/2017 9 20 PM 001 VG9C1/2 Tetrahydrofuran <5.0 N3 1 ug/L 50 12/10/2017 9:20 PM 001 VG9C1/2 Toluene <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 Qualifiers: DF-Dilution Factor,if reported,represents the factortto the reported data due to changes in C` -► sample preparation,dilution of the sample aliquot,or moisture content ND-Not Detected at or above adjusted reporting limit. J-Estimated concentration above the adjusted method detection limit and below the adjusted reporting Stu Murrell Ilmit.Estimated value-below calibration range Test results meet the requirements of NELAC U-Indicates the compound was analyzed for,but not detected unless otherwise noted. See qualifiers page for additional qualifier definitions Result(s)reported meet(s)NYS Regulatory Limit(s). -This report shall not be reproduced except in full, Result(s)flaaaed with'Fxr.PPrf NYS Rpniilatory I imitfcl I imit Nntari without the written approval of the laboratory Laboratory Results Sample Information: Results for the samples and analytes requested Type: Drinking Water aceAnalytieal The lab is not directly responsible for the integrity of the sample before Origin: Raw Well receipt at the lab and is responsible only for the certified tests requested Routine 575Broad Hollow Road,Melville,NY 11747 TEL:(631)694-3040 FAX:(631)420-8436 www.pacelabs.com Harry Goldman Water Testing Lab No. : 7037700001 8700 Main Road Client Sample ID.: WILLIAM GILLOOLY Mattituck, NY 11952 - Attn To : John Scaramucci Federal ID : Collected : - ' 12/08/2017 08:50 AM -Point No: - - -- - - - - Received : 12/08/2017 03:30 PM Location: Collected By: AF99 Sample Comments: 75 PARK VIEW LANE, ORIENT SOURCE: KITCHEN SINK FLOW:20MIN @ 6.5GPM R10-10-0055/1000-15-8-14.4 RAW WELL Trichloroethene <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 Trichlorofluoromethane <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 Vinyl chloride <0.50 1 ug/L 2 12/10/2017 9:20 PM 001 VG9C1/2 cis-1,2-Dichloroethene <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 cis-1,3-Dichloropropene <0.50 1 ug/L 5 12/10/2017 9,20 PM 001 VG9C1/2 m&p-Xylene <0.50 1 ug/L 5 12/10/2017 9.20 PM 001 VG9C1/2 n-Butylbenzene <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 n-Propylbenzene <0.50 1 ug/L 5 12/10/2017 9.20 PM 001 VG9C1/2 o-Xylene <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 p-Isopropyltoluene <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 sec-Butylbenzene <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 tert-Butylbenzene <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 trans-1,2-Dichloroethene <0.50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 trans-1,3-Dichloropropene <0 50 1 ug/L 5 12/10/2017 9:20 PM 001 VG9C1/2 Surr: 1,2-Dichlorobenzene-d4(S) 90%. 1 %REC 12/10/2017 9.20 PM 001 VG9C1/2 Surr:4-Bromofluorobenzene(S) 89%. 1 %REC 12/10/2017 9:20 PM 001 VG9C1/2 Analytical Method•EPA 531.1 Parameters) Results Qualifier D.F.. Units Limit Analyzed-Y Container: Aldicarb <0.50 1 ug/L 3 12/11/201710:28 001 DG6M1/1 Aldicarb sulfone <0.80 1 ug/L 2 12/11/2017 10:28 001 DG6M1/1 Aldicarb sulfoxide <0.50 1 ug/L 4 12/11/2017 10:28 001 DG6M1/1 Analytical Method•Field Method Parameter(sl Results Qualifier D F U i s Limft Analyzed, Container, Field Chlorine,Free <0.1 N3 1 mg/L 12/08/2017 8:50 AM 001 VG9C1/2 Field Temperature 14.3 N3 1 deg C 12/08/2017 8 50 AM 001 VG9C1/2 Field pH 5.9 N3 1 Std. Units 12/08/2017 8:50 AM 001 VG9C1/2 Analytical Method* M22 251013 Parameter(s) Results Qualifier D F Units Limit Analyzed Container: Specific Conductance 420 1 umhos/cm 12/12/2017 1:52 PM 001 BP2U1/1 Analytical Method, M22 4500 NH3 H Parameter(s) Results Qualifier D_F Units Limit Analyzed, Container, Nitrogen,Ammonia 0.67 1 mg/L 12/13/2017 1:25 PM 001 BP2U1/1 -Qualifiers, '�/]►��/ -Dilution Factor,if reported,represents the factor applied to the reported data due to changes In sample / sample preparation,dilution of the sample aliquot,or moisture content. ND-Not Detected at or above adjusted reporting limit. J-Estimated concentration above the adjusted method detection limit and below the adjusted reporting Stu Murrell Irmtt.Esttmated value-below calibration range Test results meet the requirements of NELAC U-Indicates the compound was analyzed for,but not detected unless otherwise noted. See qualifiers page for additional qualifier definitions. Result(s)reported meet(s)NYS Regulatory Limit(s) This report shall not be reproduced except in full, Result(s)flagged with'Exceed NYS Reoulatory Limit(s) Limit Noted without the written approval of the laboratory L Laboratory Results Sample Information: Results for the samples and analytes requested Type: Drinking Water _ aceAl nalytical The lab is not directly responsible for the integrity of the sample before Origin: Raw Well receipt at the lab and is responsible only for the certified tests requested Routine 575 Broad Hollow Road,Melville,NY 11747 TEL:(631)694-3040 FAX (631)420.8436 www pacelabs com Harry Goldman Water Testing Lab No. : 7037700001 8700 Main Road Client Sample ID.: WILLIAM GILLOOLY Mattituck, NY 11952 Attn To : John Scaramucci Federal ID: Collected : - -12/08/2017 08:50 AM Point No: -- — - - - Received : 12/08/2017 03:30 PM Location: Collected By: AF99 Sample Comments: 75 PARK VIEW LANE, ORIENT SOURCE: KITCHEN SINK FLOW:20MIN @ 6.5GPM R10-10-0055/1000-15-8-14.4 RAW WELL Analytical Method:SM22 4500-CI-E Parameter(s) Results Qualifier D F Uni s Lima Analyzed, on ainer• Chloride 73.4 1 mg/L 250 12/12/2017 9:22 AM 001 BP2U1/1 Analytical Method SM22 5540C Prep Method, SM22 5540C Prep Date: 12/08/2017 4.17 PM Parameter(sl Results Qualifier D F Uni sI�ni nal zed• Container: LAS Molecular Weight,g/mol 320 1 12/08/2017 10:31 001 BP2U1/1 MBAS,Calculated as LAS 0.25 1 mg/L 12/08/2017 10:31 001 BP2U1/1 Analytical Method- M22 9223B Colilert Prep Method: SM22 9223B Colilert Prep Date: 12/09/2017 7:50 AM Parameter(s) Results Qualifier D F Units Limit Analyzed: Container: E.coli Absent 1 Absent 12/10/2017 7.50 AM 001 SP5T1/1 Total Coliforms Absent 1 Absent 12/10/2017 7:50 AM 001 SP5T1/1 I `l Qualifiersi DF-Dilution Factor,if reported,represents the factor applied tthe reported data due to changes in c sample preparation,dilution of the sample aliquot,or moisture content. - ND-Not Detected at or above adjusted reporting limit J-Estimated concentration above the adjusted method detection limit and below the adjusted reporting Stu Murrell Iimit.Eslimated value-below calibration range Test results meet the requirements of NELAC U-Indicates the compound was analyzed for,but not detected unless otherwise noted See qualifiers page for additional qualifier definitions Result(s)reported meet(s)NYS Regulatory Limit(s) This report shall not be reproduced except in full, Rpcultfcl flannpri with•FYrpprl NYR Rprvdatnry I mdrgl 1 unit Nntprt without the written approval of the laboratory t C- aceAnalyfical o 575 Broad Hollow Road,Melville,NY 11747 TEL:(631)694-3040 FAX:(631)420-8436 www.pacelabs com WorkOrder : 7037700 Laboratory Certifications Long Island Certification IDs 575 Broad Hollow Rd,Melville, NY 11747 New York-Certification M-10478-Primary Accrediting Body New Jersey Certification#:NY 158 Pennsylvania Certification M 68-00350 Connecticut Certification M PH-0435 Maryland Certification#:208 Rhode Island Certification M LA000340 Massachusetts Certification M M-NY026 New Hampshire Certification#•2987 aceAnalyfical 575 Broad Hollow Road,Melville,NY 11747 TEL:(631)694-3040 FAX:(631)420-8436 www.pacelabs com WorkOrder : 7037700 Qualifiers N3-Accreditation is not offered by the relevant laboratory accrediting body for this parameter. ...... ORMINAL WFY NIM IT T I N ­j f,)R lyl I ADfil'll..�-..I C4M' 011 ILL 013L Y 8 A E D .1'7(.*� PTFQlliC)IV-T PnijR D i- R 7 R 5 W I s I E J J, ACCOUNT NUMBER HOME PHONE BUSINESS PHONE REQUEST CALLTYPE CALL SCHEDULE SERVI DALE y /a nENT COt) C14116 FIRST DATE Dt r7 BENNO, :4,T�,jy M, TF1111 V - I W�E ',wgr7g- g i mm" , , U'll ag M-01171- 0 20, r �H m 9i I'd No RIM 0 3p 011 mom', We Py- I I wnw. TME TETT' Nff'r f r--R F ri R M E D" PARTS TOTAL TIME 7M TIME AM START PM I FINISH PM LABOR >- NO. HRS. @s PER HR TRIP CHARGE MILEAGE TOTAL PER MILE LABOR CHARGE PARTS TOTAL OTHERS TOTAL SALES TAX% PREVIOUS BALANCE z CEIVED BY/DATE SRRVICE BY DATE REScheck Software Version 4.4.3 Compliance Certificate Project Title: Gillooly Residence Energy Code: 2010 New York Energy Conservation Construction Code ,Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 9% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Parkside Road Nancy Dwyer Design Consulting,Inc. Orient,NY Southold,NY WMEM 06446 Compliance:20.0%Better Than Code Maximum UA:441 Your UA.353 l 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 mimmum-code home. Gross • Assemblyor or D•• Perimeter • Floor 1:All-Wood Jolst/Truss:Over Unconditioned Space 1330 19.0 0.0 63 Wall 1:Wood Frame,16"o.c. 2822 19.0 0.0 152 Window 1:Vinyl Frame:Double Pane with Low-E 236 0 320 76 Door 1:Solid 35 0 290 10 Door 2:Glass 16 0.310 5 Ceiling 1:Flat Ceiling or Scissor Truss 1330 30.0 0.0 47 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 buildly has been designed to meet the 2010 New York Energy Conservation Construction Code requirements In REScheck Version 4.4.3 and to c ply with the m d requirements listed In the REScheck Inspection Checklist. Name-Title gig na ure/'- Datel Project Title: Gillooly Residence Report date, 05/02/12 Data filename- Untitled.rck Page 1 of 4 •. lY I t REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York ,Construction Type: Single Family Glazing Area`Percentage: 9% Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling 1.Flat Ceding or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19 0 cavity insulation Comments. Windows: ❑ Window 1•Vinyl Frame:Double Pane with Low-E,U-factor.0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Breaks Yes No Comments: Doors: ❑ Door 1:Solid,U-factor.0.290 Comments: This door is exempt from the U-factor requirement. ❑ Door 2:Glass,,U-factor:0.310 Comments: Floors: ❑ Floor 1.All-Wood Joist/Truss:Over Unconditioned Space,R-19 0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material., ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers;and in openings between window/doorjamb's and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed,with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,,a baffle or retainer is installed to maintain insulation application ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Budding envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the,air bamer are filled or repaired. Project Title: Gillooly'Residence Report date. 05/02/12 Data filename- Untitled rck Page 2 of 4 c (b)Ceding/attic:Air barrier in any dropped ceding/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors.Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (t) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions ❑ Materials and equipment are identified so that compliance can be determined. El Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Li Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Lj Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Lj Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handier enclosure):Less than or equal to 12 cfm per 100 ft2. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handier installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Project Title: Gdlooly Residence Report date. 05/02/12 Data filename- Untitled.rck Page 3 of 4 ' Swimming Pools: ' Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. Lj Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. F-1 Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting'systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)-the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title Gillooly Residence Report date: 05/02/12 Data filename: Untitled.rck Page 4 of 4 AUG 2 3 202 U min Ak TZ Ts a to to TOWN OF SOUTHOLD MOT -rCoe- .-rlx a� . �.�� 7e, 4 Llg■ 4� ® �5,�g �qp �yc� T Zxls Ito 0-1 C,. Z- b M o A4 y '.'x� V O fT3 �lqNZ W SC w,^.k.....»•.m,,,*.,,,,•.»,.:,w.,,.,,* ...,. .+....._-..� "v.�w�»p^°`.""^ "'Te+. ffkL $ A—Xo MY Y►c LaR; rtn "�w.w.•... -..t. .,.- U3,..,...a,;,,,., "` .r f Or- TD, p��y, 6w� ��ryp$�aY +� o Psz { V 1`xTxl 157 1,tll- 1000- K--M- 14.4 9 < 4 ' 10 ODUMU �V 11` ,9, ' :sicn ow a ,�/ *'� a � �.•�l tl 9 9�Y C1L�' 3 r o g. �0 Date. � _ Sheet `� 0579���,�C7 ' NJ. MA PE PO Bax 57, Greenport,Imo'1194 l57r359d Orr I(--ul- ... sy A c zI- < bp H 0 WIALU UIUD511F to 0'm C" WALLS on on(r) svfk�vu' rv-v- 4? P. CONC.51 ,8 ON WARM C,- on pl-I 9;--\ V"" no COMPACTED FILL V-2 S'I-,ME'. VbC lie- U LIM, ansT LO v- o b ON En 0 n ALL u- Sur_ Ito -er M c ffs' 4 RIED ED '600t, ---J?COLD Fu LL E GG IN FOOTING(TYP.ALL) LADA -1 P-01 5L61 W SLOP"- -IOu - - - - -- - - - -- -- -- -- -- - - --Z -- - -O'MDEx I'-O" DEff POURED 2- CONCRETE TRENCH FOOTING PROVIDE BEAM POCKET IN UVR 151DE (FULL LENGTH Of BA5EMEN� FOUNDATION WALL,51.-T- A5 REQUIRED t TAR ALL, Pj-4Zn 51DE5 OW. BOTH ENDS) Ira Tc Iz DOUBLE!"5T5 UNDER ALL PAIUffION5 RUNNING PARALLEL(TYP.ALL A In c; emp ANDMEN G44 b p 0= CQ c\1 GLIDING\MNDOW-, X BOTTOM SILL NOT TO = EXCEED 442 ABOVE c\1 ... c\1 FINISHED FLOOR 5CAPEWELL EGFf55 I � ' I _ro•4 I WELL 5y5TEM > 2"—XGu A-CQ LEDGER—BOLTED0 TO HOU51!FRAME WITH 50 00 7 5 P UIE LSY\X- "LEDGERLOIq 5CREW5 @ 10 O.C.; ivR ZIC VJ HANG D-J. FROM LEDGERWrrH 2- 2xG ACQ GIRDER OF tq'etp oen Fil Nx. Ln.5-1 5IMP50N W28 CONNECTOR 1 J.1w UMUT BACEME UIT 4X4 P05T ON 8"SIONOTUBE W/ V-4-X 8-d. POURED CONCRETE FLARED FOOTING 0-Yr ALL FIGS) Date —qj-5-j—Z Sheet of FC7YA - I D 60- I &- DT 14,40117 N.J. MAZZAIPERRO, PE sjotOAO" PO Box 57, Greenport, NY 11944 516,457-5596 4-1 GENERAL NOTES: � O The.formation on this set of construction documents is to relate basic design (� .tent and frammg details. They are intended as a construction aid,not as a S V substitute for generally accepted good building practice and are in compliance with V current New York State bumldmg codes. The general contractor a responsible for providing standard construction details and procedures to ensure a professanally (� finished,structurally sound and weatherproof completed product. • General contractor to coordinate all subcontractors,scheduling of work and O interaction betweent—les. 44'-0" � • The contractor is responsible for emurmg that all work and—tr tion meets or exceeds current federal,state and local codes,ordinanxz's aril regulators,etc. -N _ These codes are to be considered as part of the specifications for thin building plan. 19'-a' 6'-C" 19'-(7' — If in the course of corstrucbwn,a condtion exists which disagrees with that as O Q v- O W indicated on these drawings,the contractor shall stop work and ratify the designer C� O 4 the engineer immediately. Should he fad to follow this procedure and continue work, O O z z m Q he shall assume all responsibility and liabilty arsing therefrom. D _ " O N • Dimensions take precedent over scale-DO NOT SCALE DRAWING5. EQ z • The designer has not been engaged for construction supervision and assumes no O responsiblty for construction coordmating with these plans,nor respomiblty for z L construction means,methods,techniques,sequences or proceedu—or for saltey SECTl ON " precautions and programs in connection with the work indicated. There are no A f (� warrartes for a specific use expressed or impked in the use of these plane. z ENTRY DECK; MATCH b m w Contractor to provide hardwired smoke detectors,with battery back up,and with J LLJ no intervemng swtches,on all firm and in each bedroom.Verify with local code FRONT DECK CONSTRUCTIONO O Q requirements as per Section R3 17 New York State Resdertial Constroaton Code. Install carbon monoxide detectors as per code. (V C FOUNDATION NOTES: o a o .o o -- po .. Q -_ _•o`. 'o Q oil - •„ o • General contractor to review pians,elevations and details to determine 9 intended heights of finished floor above typral grade. ••� •O• PROVIDE 5IMPSON PH DS HOLDDOWN (fYP. 2) a • Existing foundation to be pinned and sold concrete filled with fasteners as shown ANCH OR5 AT ALL CORNERS - in building sections. ... ... TH ROUGHOUT • Footings shall bear on undisturbed soil within bearing rapacity of 1.5 tors/sq.ft. ••• •.• I` r • Concrete shall be FC=3,500 f'SI @ 28 days - _ 5" DIAMETER ANCHOR BOLT5 • Corwrete on 4'sand or gravel fill minimum,with 6zG- 10/10 welded wire mesh 8 O.C. Ln reinforcement. Interior slabs to be placed on G mil.stabilved polyethylene vapor W/ 7" MIN. DEPTH H @ 48" C ,L barrier. Welded wire mesh is to be placed in the top third of the slab and is to be (n ur Q i adequately supported by precast concrete bar supports to assure that the reinforcement W/ MIN. 31 Seg"WA5 H ER @ PLATE O is held in position durmg concrete pla r—and finnhug. ... .. �/ Q ... ... VQ Isolation louts are to be installed between the slab and the walls.Use preformed W3 — till Q Z Joint filler that is to be cut 1/2"below the slab surface arid the resulting,pint is to be filled O Q O _ � with an elastomenc fond sealant. I I O N - w LL O O N I • DAMP PROOF PERIMETER Em IL General contractor to install cop-r-tex(or copper)sheet metal termite 5hedd5 X — x – Of FOUNDATION WALL Q between all wood surfaces that are exposed to corrsete or masonry surfaces. N Q) — Q N 4" P. CONC. SLAB ON o. (TYPICAL ALL AREAS) O in • Dampproof exterior of foundation wall with a btummous coating;Foundation I R-I" IN SU LAT o en COMPACTED FILL excavation is not to be backfilled prior to the installation of the floor framing. PLUMBING t HVAC NOTES: v • All plumbing work shall be done by a duly licensed plumber arid must conform and adhere - to all New York State building codes€saitey requirements. 3 2' COLUMN BURIED • If wall plates or Joists are cut durmg the installation of plumbing fixtures or - IN FOOTING (TYP.ALL) W contractor must provide appropriate bracing to tie framing back together. ( l • I )�_p,� 5�_a� � 5'_9" _ 8._5.. 8'_5•' o J V • equatBaseboard heating is to be hot water anfms d zoned. Plumg contractor to I ( �7 Z :di size the system and place the baseboards in an urobstructive location in each room w O' P required to rec'eve heat. Minimum of one thermostat for each zone will be required I �'0 v LU • f lumDino fixtures to be Kohler brand or approved equal;color to be white,styles as 5- 2"X 10" DROPPED GIRDS I O O T (� selected by homeowner. --�— :O 110 m \1 • Mechanical subcortractor is responsible for adhering to all applicable codes and I I W W saftely requirements. LnrL% • HVAC subcontractor to fully coordinate system requirements with the PROVIDE BEAM PQCKETlN tem data B "6. 2'-0"WIDE x I'-0" CEEP POURED I I I }- o egmpmerit supplier and to provide final system layout drawing t acct submit to general contractor. TRENCH FOOTING ctor, q W owner and!equipment supplier for final n�ewa approval. (FULL LENGTH OF BASEF' NT) FOUNDATION WALL"��IZE O AS REQU I REE) *',AK A t - O ELECTRICAL NOTES: p— SIDES (TYP. BOOTH ENDS) I I O • All electrical work to be BOARD OF FIRE UNDERWRfTER5 approved and to include installation of fixtures 4 specifications as indicated on plans. Ught futures to be supplied by • J CL IL owner and installed by contractor. GFI outlets required at bathrooms and exterior areas.Install - all outlets as per code. All work is to b `J e done in strict accordance with the New York State Code ' I I WALL LEGEND: (n by a licensed elednaan. All new switches 4 outlets to be Levtion,standard,supplied t installed O .•. OF ••• O by contractor. Contractor to do all hook-ups as required for bathrooms. ... ... DOUBLE J015T5 UNDER I I — — 8" POURED CONCRETE FRAMING NOTES: cos ALL PARTITIONS RUNNING v Lj FOUNDATION WALL W/ ti • All lumber is to be Douglas Fir#2 or better at 1 2•on center PARALLEL(TYP. ALL AREAS) O O ANDERSEN G44 2-#4 REBAR IN FOOTING O — fL 1'-4"X 8" d. FTG.; PROV. • All wood frammg in contact with concrete or masonry s to be pressure treated. 'ACQ'desgraton I — N — N I– refem to currert arsenic-free treated wood standards and shall take the place of'CCA' GLI DING WINDOW; x – x – (TYPICAL ALL AREAS) BOTTOM SILL NOT TO = @� N U • All straps,correctors,plates,bolts,nails,etc.are to be galvaroed. Desi] ted connectors,straps, EXCEED 44"ABOVE C\j etc.on these drawings are my by 5mi unless otherwise indicated. All w—tom,straps,etc.are to be FINISHED FLOOR r ale' /bolted in accordance with the manufacturer's spea5cations. 14 N • All floor sheathing is to be;'AC type plywood,tongue E groove and shall be glued and screwed to 5CAPEWELL EGRESS I :0• I I •Q the floor Jasts(G"o.c,edges B 12"o.c.hi WELL SYSTEM -. • Solid blocking is to be installed every 5'-0"max,or mid span of all floor Joists with spare exceeding 6-08. Blocking is to be metalled at all pond load bearing pouts. • Install double Joists under all partitions rvmmrg parallel I � � •♦` •• • All exterior wall headers to be 3-2'X 5"or as indicated on floor plays B sections and all interior \J — headers are to be 2-2"x 8"unless otherwise noted. All headers exceeding 5'-O"shall have a double •O' _ �• Z t� Jack stud with agle sinking stud b on exterior walls provide double sill plate(typical). i _ • Exterior flashing s to be adequately installed at all connections between roof,walk6,chimnisys, /� proJectwns and penetrations as requved by approved construction practices- 2"X G"ACQ LEDGER BOLTED TO HOUSE FRAME WITH 5" O LU Z [� "LEDGERLOK'SCREWS @ G"O.C.; Q wo HANG D.J. FROM LEDGER\V17H u – 2- 2xG ACQ GIRDERsecnoN J 51MP50N W28 CONNECTOR x @� :_ A DO — . — . f 44 P05T ON 8"5ONOTU3E z Ln w/ I'-4"X 8'1 POURED CONCRETE I Loll,1, 6'-a' Lou0 W FLARED FOOTING (TYP ALLFTG5) Zzom 0 � z � _ FOUNDATION PLAN �° OF NE SCALE: 411 = I '-O" __ P` DE �0 GS) 0. o ?., `ice PAGE: I , I I NAILING SCHEDULE N U 2001 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL JOINT DESCRIPTION NAIL QUALITY NAIL SPACING -� U � � N ROOF FRAMING - --- -- - - -- ---- _ - 2- 1 4"X 14" LVL RIDGE; L RAFTER TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER RAFTER SIMPSON C520 0 l0'-0"WALL:4-8d PER RAFTER APPROX. RIDGE HEIGHT CONNECTOR(TYP.ALL) SL CEILING JOIST TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER JOIST .• O = 10'-0"WALL:4-8d PER JOIST - Cq CEILING JOIST TO PARALLEL RAFTER _ FACE NAILED SEE TABLE 3.7 EACH LAP O - - - w CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABZ w O LE 3.7 EACH LAP 1� O O N - - COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE _ - BLOCKING TO RAFTER TOE NAILED 2-8d EACH END GAF 30 YEAR ARCHITECTURAL 0 U Z m_ Q RIM 80ARD TO RAFTER END NAILED 2-1 Gd EACH END 1I-- -- (W Q Z _ .__- __ _ ASPHALT ROOF SHINGLES W/ 15# WALL FRAMING 1 2 _ 2"X G" C.T. 24"O.G. FELT OVER 4" CDX PLYWOOD WITH _- - --_---_-._--.. -- E NAI_ -._ _..--_-- --------____ -------- -- --O 8F— ICE *WEATHER SHETLD @ PERIMETERS z O TOP PLATE TO TOP PLATE FACE NAILED 2-16d PER FOOT TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Cd JOINTS-EACH SIDE G VALLEYS 1 p STUD TO STUD FACE NAILED 2-1 Gd 24"O/C r� Z HEADER TO HEADER FACE NAILED I Gd I G"O/C ALONG EDGES W TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 STUD — Q Q -- --. _ _ 3-1 Gd W-----PER 2XG STUD --- ----- -- - -- O��' 0 4-1 Gd PER 2X8 STUD \ O N o (n BOTTOM PLATE TO FLOOR JOIST, 2 p DANDJOIST,END JOIST,OR BLOCKING FACE NAILED 2-1 Gd '- PER FOOT FLOOR FRAMING a JOIST TO SILL,TOP PLATE,OP GIRDER TOE NAILED 4-8d PER JOIST BRIDGING TO JOIST TOE NAILED 2-5d EACH END R-30 INSULATION DOUBLE TOP PLATE; d BLOCKING TO JOIST _ _ _TOE NAILED _ 2-8d EACH FIND TOP PLATE 3i� 51MP50N H7 CONNECTOR d- BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK —• - 4 PLYWOOD SUBFLOOR - - _ LEDGER STRIP TO BEAM FACE NAILED 3-1 Cd EACH JOIST - EO SECOND FLOOR CEILING - 2"X 8" C.J. @ 12"O.G. JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST .. _ -FASCIA 4"VENTED SOFFIT 73 Lr� BAND JOIST TO JOIST END NAILED 3-1 Gd PER JOIST Vz - L BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-1 Gd PER FOOT O - - --- PROVIDE SIMPSON o } p HEADN ER HEIGHT �! O ROOF SHEATHINGCS 16 STRAPPING 9 STRUCTURAL PANELS 4'PFRIMFTFR FD('F ZONE- I C"O/C-G"AT PANEL EDGES N = ' GYPSUM BOARD 2"X G" INTERIOR 3- 2"X 8" HEADER ABOVE 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD TYPICAL ALL AREAS o- o STUD PARTITION ALL WINDOWS AND DOORS; q) INTERIOR 70NF- I C"O/C-G"AT PANEL EDGES AND 12"AT m BEDROOM BEDROOM U 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD Zq PROVIDE 0520 STRAPPING t` O to FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-O"ON EACH SIDE OF THE ROOF PEAK,THE 4'-0"PERIMETER co EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. CEILING SHEATHING PROVIDE 51MP50N GYPSUM WALLBOARD 5d COOLERS7"EDGE/ 10"FIELD _ _.__ ____ R 19 INSULATION CSI 6 STRAPPING SECOND FLOOR a" PLYWOOD SUBFLOOR WALL SHEATHING «. � _ - - - LLJ STRUCTURAL PANELS 8d 4'FDGF ZONE- I G"O/C-G"AT PANEL EDGES AND 1 2"AT FI RST FLOOR CEILING 2"X 10" F.J. @ 12"O.C. 2"X 12" HEA INTERMEDIATE SUPPORTS IN THE PANEL FIELD .• CROSS 3 DER FRAMED ----- - --- - - ---- --- - ----- - -- - - - ABOVE WINDOWS A 8d INTERIOR ZONE_ I G"O/C-G"AT PANEL EDGES AND 12"AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD ENTIRE BACK WALL W vu FIBERBOARD PANELS 7/I C" Gd 3"EDGE/G"FIELD HEADER HEIGHTC) 25/32" 8d 3"EDGE/C"FIELD 2„X 6 STUD WALL @ O GYPSUM WALLBOARD - 5d COOLERS 7"EDGE/ 10"FIELD 12" O.C. W/ R-19 INSULATION (O 8d 4'EDGE 70NE- I G"O/C-G”AT PANEL EDGES AND 12"AT I �4" CDX PLYWD. SHEATHING Lu w HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD = GYPSUM BOARD CL/ Z - - - -- - - - - 0 2 W/TYVEK' HOUSE WRAP; HARDY 8d INTERIOR ZONE- I G"O/C-G"AT PANEL EDGES AND 12"AT DINING ROOM KITCHEN TYPICAL ALL AREAS p INTERMEDIATE SUPPORTS IN THE PANEL FIELD CLAPBOARD 51DING w - ---- J Lu FLOOR SHEATHING -_ __- - _- .._ 2- 2"X G" ACQ SILL PLATE O STRUCTURAL PANELS- I'_'OR LESS _ _ __ _ __ _ 8d _ G"EDGE/ 12"FIELD OVER TERIMITE SHETLD rQ Na,hng requirements are based on wall sheathng nailed C mches O.C.at the panel edge. If wall sheathing,s nailed 3 inches O.C.at the panel edge to obtain R-19 INSULATION OVER SILL SEAL; O higher shear caracit,es,nailing requirements for structural members shall be douhled,or alternate connectors,such as shear plates,shall be used to maintain the FIRST FLOOR 1-4 4" PLYWOOD 5UBFLOOR PROVIDE SIMPSON 0520 load path. ------ —__.--- —. — W/ LPT4 ONNECTOR5 TOP OF FOUNDATION 2"X 10" F.J. @ 12"O.C. _When wall sheathmq s continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-I Cd nail per foot. - - f� Corrosion resstant I e roofin nails and I C a e sta les are permitted,check IBC for additional re mrements' �O GRADE - - ---- --- - - - ----- -- - - 5- 2"X 10" DROPPED GIRDER 3 2' COLUMN BURIED g" DIAMETERANCHORBOLTS IN FOOTING (TYP.ALL) W/ 7" MIN. DEPTH @ 48"O.C. L) W/ MIN. 3'x3"x L' WASHER @ PLATE 0 BASEMENT m UNHEATED, UNFINISHED 8" POURED CONCRETE Q FOUNDATION WALLW/ t'-G"X 8" d. FTG.; PROV. 2-#4 REBAR IN FOOTING d" POURED CONCRETE (TYPICAL ALL AREAS) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA U - BASEMENT SLAB 5LAB ON COMPACTED FILL z WEATHERING SEVERE —' '— — FR05T LINE DEPTH 3'-0" TERMITE MODERATE TO HEAVY 2'-0" WIDE x 1'-0" DEEP POURED — DECAY SLIGHT TO MODERATE CONCRETE TRENCH FOOTING LU Z WINTER DESIGN TEMP. I I DESIGN LOAD CALCULATIONS (FULL LENGTH OF BASEMENT) O ICE SHIELD UNDER-_ A5 PER MANUF_A_CTUREK5 D 0 LAYMENT REQUIRED ^ SPECIFICATIONS/STATE CODE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf) z FLOOD HAZARDS EXTERIOR BALCONIES 4O BUILDING SECTION "All �— Q z DECK TABLE R3O I .� ATTICS WITHOUT STORAGE 30 SCALE: 4" = I'-O" z z _-_-___-_-_.-_._-.___�....._.-._.__ ._.. m _. .._................__....__.._._._..........._.-_.... ATTICS WITH STORAGE 40 J ROOMS(OTHER THAN SLEEPING ROOMS) 40 Q _O ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS SLEEPING ROOMS 30 Z n_ STRUCTURAL MEMBER ALLOWABLE DEFLECTION LU Ir— Rafters havinq Slopes cjreater U 180 CRITERIA FOR CALCULATION OF DEAD LOAD O than 3/12 with no finished ceilincj ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. attached to rafters ARCHITECTURAL GRAPHIC STANDARDS Interior walls artitlons H/I 80 SNOW ., �r�O`�� Floors t plastered ce111n s L/3GO r; , s All other structural memebers L/240 GROUND SNOW LOAD 45 lbs. of f j, fix•. Exterior walls with plaster or H/3G0 !, '' V i } SEISMIC3J.�� J stucco finish DESIGN CATEGORY B PAGE: Exterior walls - wind loads with L/240 brittle finishes WIND Exterior walls- wind loads with L/120 WIND SPEED 1 20 m h flexible finishes EXPOSURE CATEGORY 13 z GILLOOLY RE51DENCE O Q i u o O � N P� 0 O . � z mp QLn Z Lu Z_ --i Lu 3Q ELECTRICAL lolln 1c)lld INSPECTION REQUi ED GAF TIMBERLINE ARCHITECTURAL ASPHALT ROOFING SHINGLES PLUMBING � ALL PLUMBING WASTE &WATER LINES NEED SEAMLESS GUTTERS TESTING BEFO�iE COVERING L — o } o CONTINUOUSLY AROUND; o O LEADER LOCATIONS AS PER o O INSTALLER- LEADERS TO DRAIN O z TO DRYWELL5 AS SHOWN PLU�'UIBER CERTIFICATION E ON LEAD CONTENT BEFORE Ln - - - -- - -- --- - -- ----- - ---- - ---- - -- CCRTIF ICATE OF OCCUPANCY � o n SOLDER USED IN WATER FASCIA 4 4"VENTED SOFFIT SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. Lu I"X 8" CORNER BOARDS; JIF HITU I"X 10" FREIZE BOARD OCCUf A11�C ORLU Q WITH DENTIL MOULDINGSJHL JUL —UL I O_ nn �� n �� RETAIN STORM WATER RUNOFF USE IS UNLAWFUL � W21052 W21052 � W21052 W21052 W21052 PURSUANT TO CHAPTER 236 w z HARDYBOARD CLAP BOARD OF THE TOWN CODE. �1VI-��-1OI.T CERTIFICA 6� o SIDING, 5" EXPOSURE O71 OCCUPANICdr i O Lu O O 0 0 PROVIDE4"X G" CASINGS WITH DRIP EDGE AROUND ALL WINDOWS * DOORS; DO NOT PROCEED WITH WINDOWS TO RECIEVE 4"X G" FRAMING UNTIL SURVEY (TY SILL PICAL AW n Li n OF FOUNDATION LOCATION W21052 W21052 H�L W2I051 HAS BEEN APPROVED. CONIPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED S OLD TOWN At 1A SOUTHOLD 'N PLANNING BOARD U — SOLI D TOWN TR ES z -�---�---- S.DEC FRONT ELEVATIONF-� � SCALE: 4.. C� (s) >" z > >n ' "Y BUILDING DEPARTMENT CRITERIA R }- Qz LVED AS NOTEI OCCUPANCY CLASSIFICATION 3 RESIDENTIAL- SECTION 3 10 BUILDING CODE N.Y.S. z ' Olt, P # _3 `�'fD 0L ' USE DWELLING UNIT - SECTIO 3 10 3 10.2 Z D Q Z J � - ' 2 HEIGHT TOTAL:3 P-2" +/- _ 0 FIRE AREA(5f) 2800 SQ. FT. Lu 17— z _ F 301-DING DEPARTMENT AT 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION 1302 8 AM TO 4 PM FOR THE -L 1'.�PIN; NSPECTIONS: 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN - 2001 HIGH WIND EDITION WFCM 0 r-O!,NDPT ON -TWO REQUIRED 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS r F OR r"003ED CONCRETE G DESIGN LOAD CALCULATIONS SEE PAGE 8 t =JJGi -MING PLUMBING, ELECTRICAL&CAULKING 7 WINDOW AND DOORSCHEDULE SEE PG 9 Raau,NG " SOLATION 8 LOAD PATH REFER TO BUILDING SECTIONS NAL - -ONSTRUCTION &ELECTRICAL 9 NAILING SCHEDULE SEE PG 8 �.1-"ti COMPLETE FOR C.O. 10 EGRESS SEE DOOR$WINDOW SCHEDULE f ONS T PtkTION SHALL MEET THE i ;RFVP h _ S OF THE CI I PLUMBING RISER DIAGRAM PAGE 7 IF,N ODES OF NEW T PAGE: �'TE NOT RESPONSIBLE FOR 12 FIRE PROTECTION SEE FLOOR PLANS AND SECTIONS ;N GR CONSTRUCTION ERRORS. 13 TRUSS DESIGN DRAWINGS N/A 14 ENERGY CALCULATIONS ATTACHED I z = � O LU p > OLJULI z m w — � J W Q Ln Z LUZ J W W21052 U Q c� (s) C m CO i 73 Ln } 0 O O O O � � Z L � r O cid ® ® W U W2632 W2632 z W Z O W21052 r n V J 11 11 Lu Z D J W W21052 O O O D- � W rJ V BIGHT 51DE ELEVATION SCALE: " n W21052 U — z � _ G) W �0 UL JUL C) y a� --]F—]F— —] Ln 1 W2 052 W2�1 2 >— O z Uv � -oma w � Co LEFT SIDE ELEVATION SCALE: -' = I ,—o-- PAGE: 2 z = CL, O o O > 0z m o w - w LLJ c� z_ Lu U Q >- o LO � } O O O O � � Z i � O N W U IFIF] w � UL 11cOD _ 7F-T- o 5w21052 W2152rw210w2l 5W2102z5 � 11 11 11 11 W 11 z �-- o LU O 0 0Ll LIL 9JIL JUL ]LIE -T n nn "6,3 n �n— W21052 W21052 u W21052 rW21052 � U - BACK ELEVATION "-' F- CL/ SCALE: 4 - 1 ,-o,, Q � Z Lo 0 � Uv � z �= W f- PAGE: 3 GENERAL NOTES: • The information on this set of construction documents s to relate basic design ten . t and framing details. They are intended as a constructor aid,not as a substitute for generally accepted good building practice and are in comrhance with current New York State building codes. The general contractor is responsible for providing standard coretruction details and procedures to ensure a professorially fim5hed,structurally sound and weatherproof completed product. • General contractor to coordinate all subcontractors,scheduling of work and interaction betweentrades. • The contractor is responsible for ensuring that all work and construction meets z or exceeds current federal,state and local codes,ordinances and regulations,etc. These codes are to be considered as part of the speoficatars for this bmldng plan. 19 0 6 a O 19'_a' <• • If in the course of construction,a condition exists which disagrees with that as Q U indicated on these drawings,the contractor shall stop work and notify the d—gner ~ 0 €the engmeer immediately. Should he fail to follow this procedure and continue work, 0 he shall assume all responslbdity and tabtlty ansug therefrom. Q z m • Dimensions take precedent over scale-DO NOT SCALE DRAWINGS. 0 Q to Z • The designer has not been engaged for construction supervision and assumes no responsibdty for construction coordmatmg with these plans,nor responsibility for construction means,methods,techmgi�es,sequences or proceedums or for saftey /5CCT1ON " precautions and programs in connection with the work indicated.There are no A warranties for a specific use expressed or implied in the use of these plans. ENTRY DECK; MATCH o z Contractor to provide hardwired smoke detectors,with battery back ur,and with no Lu intervening switches,on all floors and in each bedroom.Ve*with boil code FRONT DECK CCN5TRUCTION -1 requirements as per Section R3 17 New York State Resdenial Constnucton Code. Install carbon monoxide detectors as per code. 1 -4Q (r) Q [� FOUNDATION NOTES: p o o Q o f o • General contractor to review planmi s,elevations and details to determine - .a .t .tended heights of finished floor above typical grade. •�� D• PROVIDE SIMP50N PHD5 • HOLDDO Existing foundation to be pinned and solid concrete filled with fasteners as shown ( 5 CPAP. C ANCHORS AT ALL CORNERS in bu'Idmg sections. • Footings shall bear on undisturbed soil within bearing capacity of 1.5 tors/sq-ft. I I ... ... THROUGHOUT �..� I • Concrete shall be FC—3,500 F9 Q 28 days — ' • Concrete on 4"card or gravel fill minimum,with QG-10/10 welded wire mesh -ro' •' I = 5i DIAMETER ANCHOR BOLTS U) 8 ' emfercemert. Interior slabs to be placed on G mit.stabilu,ed polyethylene vapor O; Orn W/ 7" MIN. DEPTH @ 48"O.C. �L barrier. Welded wire mesh is to be placed in the top third of the slab and s to be adequately supported by precast concrete bar supports to assure that the minforeemert I • W/ MIN. 3"X3'k8' WASHER @PLATE is held m position during concrete placement and finnshug. ••. •• Q Q } 0 • Isolation,louts are to be installed between the slab ane)the walk.Use preformed © IL V 11 U Q � 0 Joint filler that is to be cut 112'below the slab surface and the msultug,loint s to be filled I z O 0 with an elastomencjoint sealant. 0 _ 0 - DAMP PROOF PERIMETER 4. — cV N w0 — (v • General contractor to install cop-r-tex(or copper)sheet metal termite shells X CD OF FOUNDATION WALL Q between all wood surfaces that are exposed to concrete or masonry surfaces. ( — X - po N dU 0 o N @� 4" P. CONC. SLAB ON o. (TYPICAL ALL AREAS) • Dampproof exterior of foundation wall with a bitummous coating;Foundation R-19 I NSU LATION o N COMPACTED FILL excavation is not to be backfilled prior to the installation of the Door framing. PLUMBING* HVAC NOTES: o y • All plumbing work shall be done by a duly licensed plumber and must conform and adhere to all New York State building codes€saftey requirements. I n 3 2 COLUMN BURIED • If wall plates or hosts are cut during the installation of plumtnng Mures or equipment IN FOOTING (TYP.ALL) W contractor must provide appropriate bracing to tie framing back together. • Baseboard heating s to be hot water and zoned. Plumbng contractor s to �'7v adequately—the system and place the baseboards in an urebstrvctrve location in each room O• L U-J required to recieve heat. Minimum of one thermostat for each zons will be required. . LU (S) • Plumbing fixtures to be Kohler brand or approved equal;coon to be white,styles as 5- 2"X 10" DROPPED GIRDS Q O selected by homeowner. O O' /(1 \1J J1 • Mechanical subcontractor is responsible for adhering to all applicable codes andIT— Lu W sagely regnuements. • 2'-0"WIDE x I'-O" D.EPPOURED CL/ z HVAC subcontractor to fully coordinate system data€requirements with the CONCRETE TRENCH FOOTING PROVIDE BEAM POCKET IN �•D: }- C) equipment supplier and to provide final system layout drawing and submit rt to general contractor, W owner and equipment supplier for final review€approval. (FULL LENGTH OF BASEMENT) FOUNDATION WALL;SIZE - -� (n AS REQU I RED 4 TAR ALL O 0 ELECTRICAL NOTES: O SIDES CfYP. BOTH ENDS) I 0 All elect-1 work to be BOARD OF FIRE UNDERWRITERS approved and to include _ J installation of fixtures€specifications as indicated on plans. Ught fixtures to be supplied by owner and installed by contractor. GFI outlets required at bathrooms and extenor areas.Install all outlets as per code. All work is to be done in strict accordance with the New York State Code . I WALL LEGEND: C f•�) IV by a licensed electrcan. All new switches€outlets to be Levrton,standard,supphed€installed .D' v by contractor. Contractor to do all hook-ups as required for bathrooms. ... ... DOUBLE JOISTS UNDER — 1 O" POURED CONCRETE FRAMING NOTES: N � �j FOUNDATION WALL W/ cos ALL PARTITIONS RUNNING U � m I'-G"X 8" J. FTG.; PROV. • All lumber is to be Douglas Fur#2 or better at 12"on center PARALLEL(TYP. ALL AREA5) - O - 0 � — ANDERSEN G44 O - O — All wood framing in contact with concrete or masonry is to be pressure treated. 'ACC'desgration — (\I — (V 2-#4 REBAR I N FOOTING refers to current a-enic-free treated wood standards and shall take the pbce cf'CCA' GLI DI NG WI N DOW; X — .•. ..• X — (TYPICAL ALL AREAS) BOTTOM SILL NOT TO cV • All straps,connectors,plates,boles,nails,etc.are to be galvamed. Designated connectors,straps, I EXCEED 44"ABOVE N etc.on these drawings are my by Simpson unless otherwise indicated. All connectors,straps,etc.are to be FINISHED FLOOR nailed/bolted in accordance with the manufacturer's specifications. SCAPEWELL EGRESS I D - • All floor sheathing s to be 4'AC type plywood,tongue€groove and shall t'°glued and screwed to •O the floor,)olsts(G"o.c.edges€12"o.c.field) WELL SYSTEM • Solid blocking is to be installed every 8'-0"max.or mid span of all floornets with spans exceeding Blocking is to be installed at all point bad bearing pouts. ... ... • Install double jousts under all partitions rurrmg parallel I -' ( \• • All exterior wall headers to be 3-2'X 8"or as indicated on Door puns€setons are)aft atenor I U headers are to be 2-2"x 8'unless otherwise noted. All headers exceeding 5'-O"shall have a double D• a Jack stud with a single king stud€on exterior walls provide double sill plate(typical). S- - •• a . C• D o •R • Exteror flashing s to be adequately installed at all corrections between roof,walk,churn", proJect�ons and penetrations as required by approved constriction prat,. 2"—XG"ACQ LEDGER BOLTED o TO HOU5E FRAME WITH 5" 0 O W Z "LEDGEKLOK" SCREWS @ I G"O.C.; Q- o HANG D.J. FROM LEDGER WITH U - 2- 2xG ACQ GIKDE `( secnoN -J 51MP50N W28 CONNECTOR " 4x4 POST ON 8"50NOTUBE z w/ 1'-4"X 8"d. POURED CCNCRETE I'- e-0" a' �-' O W FLARED FOOTING CrYPALL FTGS) U U z Zzom o z �= LU (- FOUNDATION PLAN � ° SCALE: 1" = 1 '-on PAGE: 4 GENERAL NOTES: The information on this set of construction documents s to relate basic designnten It and framing distals. They are untended as a construction ad,not n a substitute for generally accepted good building practice and are in compliance with current New York State building codes. The general contractor is responsible for providing standard construction details and procedures to ensure a professiorally f rushed,structurally sound and weatherproof completed product. General contractor to coordinate all subcontractors,scheduling of work and Interaction betweentrdes. The contractor is responsible for ensuring that all workand construction meets or exceeds current federal,state and local codes,ordinances and regulations,etc. These codes arc to be considered as part of the spec h-bous for this building plan. 0 _ • If in the course of construction,a condition exists which disagrees with that as indicated on these drawings,the contractor shall stop work and notify the designer O O 0 w E the engineer immediately. Should he fail to follow this procedure and corbrue work, N >r> he shall assume all respom bll,ty and labilty arising therefrom, m Dimensions take precedent over scale-DO NOT SCALE DRAWNG5. lY_ The designer has not been engaged for construction supervision and assumes no Q z responsibhty for construction coordinating with these plans,nor respons,blty for construction means,methods,techniques,sequences or proceedures or for saftey precautions and programs In connection with the work Indicated.There are no warranties for a specific use expressed or implied In the use of these plans. 0 Contractor to provide hardwired smoke detectors,with battery back up,and with q")(4"DECKING- SECTION z LU no interverung switches,on all floors and In each bedroom.Verify with local code TYF.BOTH FRONT d BACK A J )li requirements as per 5ect,on R3 17 New York State Residential Corsto ton Code. 44'-0" Q Install carbon monoxide detectors as per code. FOUNDATION NOTES: 8,_y, 13.3„ 13,_3„ 8' General contractor to review plans,elevations and details to determine Intended heights of finished floor above typ—1 grade. • Existing foundation to be pinned and solid concrete filled with fasteners as shown In building sections. W I W I D2 W I W I ° 3- 2"X r2" HEADER FAMED Footings shall bear on undisturbed soil within bearing capacity of 1.5 tona/sq-ft. Concrete shall be Fc s 3soo Fsl @ 28 days 2- 2"X 6" SUPPORT N END 2 G o ' @ MULLION BETWEEN CLOSET EXHAUST IT % ' • Concrete on 4"sand or gravel fill minimum,with 6x6-10/10 welded wire mesh N WINDOWS VENT 06 reinforcement. Interior slabs to be placed on G mil.5tablved polyethylene vapor 2468 / Ln barrier. Welded wire mesh is to be placed In the top third of the slab and s to be adequately supported by precast concrete bar supports to assure that the reinforcement is held m position daring concrete placement and finshinig. > a } 0 • Isolation joints are to be Installed between the slab and the walls.Use preformed \ 0 joint filler that,s to be cut 112'below the slab surface and the resulting joint s to be filled wth an elastomer,.joint se"lart. V _N2 z z I x 12 PINE FLOORINGz? — +; 4kC • General contractor to install cap-r-tex(or copper)sheet metal termite 5heild5 W L between all wood surfaces that are exposed to concrete or masonry surfaces. DEN O �TH RDUGHOUT (L O = o _ C • Dampproof exterior of foundwa ation ll with a bt—rous mating;Foundation N O excavation is not to be backfilled prior to the Installation of the floor fram N. — 8'-0" CEILING HEIGHT CO U-1 668 0 ° PLUMBING * HVAC NOTES: wl U p a KITCHEN u d f _u- O 8'-0"CEILING HEIGHT • All plumbing work shall be done by a duly licensed plumber and must cordorin and adhere to all New York 5tate building codes 6 saftey requirements. — N _0 — N N2 X — _x —`` • If wall plates or joists are cut during the Installation of plumbing futures or eguipmert N N V contractor must provide appropriate bracing to to framing back together. W • Baseboard heating Is to be hot water and zoned. Plumbing contractor s to U adequately 5—the system and place the baseboards In an unobstr-t—lo-t—un each roam _ • O 7 required to recieve heat. Minimum of one thermostat for each zone will be required. LUI 1 (L,1 • Plumbing fixtures to be Kohler brand or approved equal;color to be white,styles as cc- 41- Q 71 selected by homeowner. Q • Mechanical subcontractor Is responsible for adhering to all applicable codes and v' � saftehy requirements. W/ 6) O LU w _ 1� z racIll F-- Al tLl • HVAC subcontractor to fully coordinate system data E requirements with the — 4068 �' WALL LEGEND: equipment supplier and to provide final system layout drawing and submit it to general contractor, Q TRIMMED OPENING owner and equipment supplier for final review E approval. lLl 3- 2"X 12" HEADER FRAMED O ELECTRICAL NOTES: 4'-a' ABOVE WALL; POST @END W NEW CONSTRUCTION Q • All efectneal work to be BOARD OF FIRE UNDERWRITERS approved and to,chide EXTERIOR WALL- 0 installation of fixtures t specifications as imitated on plans. Light be ft tures to supplied by / 2"X G"W/ R-19 1 NSLUATION O owner and installed by contractor. GFI outlets required at bathrooms and exb nor areas.install all outlets as per code. All work is to be done in strict accordance wth the New York State Code W/ I LAYER 2" PLYWOOD a licensed electrician. All new swtches t outlets to be Levt,on,standard,supplied t installed by by contractor. Contractor to do all hook-ups as required for bathrooms. LIVING ROOM TUM-OUT FIRST BOARD ON INTERIORR2' GYPSUM FRAMING NOTES: STEP d HANDRAIL 8'-O"CEILING HEIGHT � z All lumber is to be Douglas Fir#2 or better at 12'on.ertenz DINING ROOM "INTERIOR WALL- Z • LU D- 1 2"X G"W/ I LAYER i" GYPSUM All wood framing in contact with concrete or masonry is to be pressure treated. 'ACO'designation 0 0 8'-0" CEILING HEIGHT 2 refers to current arsenic-free treated wood standards and shall take the place of'CCA' tL 0 Oil BOARD ON EACH SIDE; USE All straps,connectors,plates,bolts,Wads,etc.are to be galvarxzed. Denigrated connectors,straps, C) - C) O MOISTURE RESISTANT BOARD IN etc.on these drawings are my by Simpson unless otherwise indicated. All coruxctom.straps,etc.arc to be W I — N CD 0 — N ALL KITCHEN BATH AREAS USE ria l-Vbolted in accordance with the manufacturer's specificatiom. x 0 2 x N v o N WON DERBOARD ON ALL AREAS All floor sheaywed thing is to be "AC type plywood,tongue€groove and shall be glued and screto TO REC I EV E TILE O the floor joists(6"o.c.edges E 12"o.c.fieri) • Solid blocking Is to be Installed every 8'-0"max.or mid span of all floor with spare exceeding (V ENTRY N "INTERIOR PARTITION- 8'-0". Blockmg is to be Installed at all point load bearing peirts. - — 2"X 4"STUD FRAME W/2" GYPSUM Install double joists under all partitions,rvr"mg parallel a0 al) BOARD ON EACH SIDE • All exterior wall headere to be 3-2'X 8"or as Indicated on floor plans t sections and all interior headrere eato be 2-2'x 8'unless otherwise noted. All headers exceeding 5'-O"shall have a double jack stud with a single king stud E on exterior walls provide double sill plate(typical), q • Extenor flashing s to be adequately Installed at all connetions between roof,walk.,,chimneys, PROVIDE 3- 2"X 8"HEADERS /C1 projections and penetrations as required by approved constnktionpra practices. W I D I W 1 ABOVE ALL WINDOWS t DOORSE) FLOOR PLAN NOTES: - UNLESS OTHERWISE NOTED LU C�_ `W Z � Dimerelons shall take precedent over scale drawings,DO NOT SCALE DRAWING5 • All interior walls to be covered with i gyspusm board with metal comer reinforcing.All 6-0 112" 7'-4 1/2" 8'-G 12" 8' S 1/2" 7'-4 112" G'-0 1/211 O drywall products,m,lud,ng gypsum board,screw,joint compound,tapes t trim shall be U.S. (� Gypsum Co.or approved egval. All joints shall recieve 3 coats ofjoint treatment.Sand final SECTION Q (n /— 1 coat to a uniform smooth surface.All walls,ceiling and interior of closets to be taped and ENTRY DECKA > Ln spackled,3 coats,ready for part. • O W Interior paint to be Benjamin Moore,walls'ant,que white"and cedirgs white,unless otherwise decided by homeowner. All Interior trim t mouldings to be high gloss white. U U 1 Insulation ratings and Installation locations as indicated on floor plans 6 setiore Interior doors to be solid core wood;style to be determined. ( � �! O Vv All bath E kitchen area walls and ce,hngs adjacent to wet areas to have water resistant = drywall,and provide wonderboard for all areas set to recieve tile. W • Ktchen to have granite countertops with ceramic the backsplash; all baths to have T Q white ceramic lore as selected by homeowner. FII \5 I !F LOOK� P 1 L/(/w��\N O SCALE: 4" PAGE: 5 1 GENERAL NOTES: The information on this set of construction documents is to relate basic design intent and framing details. They are intended as a construction aid,net as a substitute for generally accepted good budding practice and are in compliance with current New York State budding codes. The general contractor x resporrible for providing standard construction details and procedures to ensure a professionally finished,structurally sound and weatherproof completed product. General contractor to coordinate all subcontractors,schedulin j of work and interaction between trades. QZ The contractor is responsible for ersurmg that all work and construction meets O or exceeds current federal,state and local codes,ordinances and regulations,etc. O These codes are to be considered as part of the speafiratiore for thin buildup plan. If in the course of construction,a condition exists which disagrees with that as indicated on these drawings,the contractor shall stop work and ratify the desgner 0 lL.l O 4 the engineer immediately. Should he fad to followthis procedure and continue work, Z O N he shall assume all responsibility and liability arising therefrom. O z m U Dimensions take precedent over scale-DO NOT SCALE DRAWING5. LLJ Q z The designer has not been engaged for construction suf—on and assumes no responsibility,for construction coorchmi with these plans,ner responsibility for construction means,methods,techniques,sequences or proceedures or for saftey precautions and programs in connection with the work indicated. There arc no SECTION warranties for a specdic use expressed or implied in the use of these plans. A 44-0" Z Contractor to provide hardwired smoke detectors,with battery back up,and with no intervemng switches,on all floors and in each bedroom.Verify with local code requirements as per Section R3 17 New York State Residential Construerton Code. J Install carbon monoxide detectors as per code. 13'-3" FOUNDATION NOTES: General contractor to review plans,elevatiore and details to deternumi intended heights of finished floor above typical grade. EXHAUST I I NYL PAN ©i W 9-a • Existing foundation to be pinned and solid concrete filled with fosterers as shown VENT E U) in bumldmg sections. O = 0 0 Footings shall bear on undisturbed sod within bearing capably of 1.5 torrdsq.ft. W �TllLE LLS 4 L R OF S Concrete shall be FC=3,500 f51 @ 28 days 2066 1 x x Concrete on 4"sand or gravel fill minimum,with GxG-10/10 welled wire mesh reinforcement. Interior slabs to be placed on G mil.stabd¢ed polyethylene vapor -� L0 barrier. Welded wire mesh is to be placed in the top third of the slab and is to be t6 t adequately supported by precast concrete bar supports to assure that the reinforcement p� 2668 Q Q 15 held in position during concrete placement and fir"shng. I X 1 2 PINE FLOORING O �THROUGHOUTZU Isolation joints are to be installed between the saril the walls.Use preformed U ? lab O ,lout filler that is to be cut 1/2'below the slab surface and the resutingjoint s to be filled U O BEDROOM _� �_ _ z with an elastomermjout sealant. N 8'-0" CEILING HEIGHT N E LIN • General contractor to install cop-r-tex(or copper)sheet metal termite sheilcb TOE R x TOWS 233 SQ.Ff.\1 LINEN x 0 between all wood surfaces that are exposed to concrete or maserry surfaces. = 9 Ln C O 2468 O v 9.G%LIGHTF X U Da laproof ext—offoundatnon-wall wtha bturn e—coatrp;F`ornlabbon a 5.390 VENT excavation is not to be backfilled prior to the motallabon of the floor framing. 3'-a' PLUMBING* HVAC NOTES: PULL-DOWN • A"plumbmg work shall be done by a duly licensed plumber and must con norm an -d adhere ATTIC STAIR '-O' 4'O" to all New York State budding codes 4 sakey requiremerts. 2468 2468 • If wall plates or joists are cut during the installation of plumbing fixtures or equipment I CLOSET I, - - CLOSET contractor must provide appropriate bracnp to tie framing back together. C9 S/D (WU • Baseboard system is to place hot water and zoned. nunob t contractor s to S/L� adequately size the system and place the baseboards in an urobstrvctrve brabon in each roomLLU required to reaeve heat. Minimum of one thermostat for each zone will he required. _ w W (n 2068 2068Z • Fl­"fixtures to be Kohler braid or approved equal,color to be white,styles as 6'-5" G'-5" Z O selected by homeowner. —TALL Q - 47 CLOSET CLOSET p N • Mechanical subcontractor is responsible for adhering to all applicable codes aril •— z `" saftely requirements. FIRST STAIR W i WALL LEGEND: L / W HVAC subcontractor to fully coordinate system data 4 requirements with the t` f TREAD S/D p 2068 2068 i DZ eZ equipment supplier and to provide final system layout drawing and submt t to general contractor, NEW CONSTRUCTION LU owner and equipment supplier for final review 4 approval. S/D PROJECTION 2668 'EXTERIOR WALL- � ELECTRICAL NOTES: O (WHILE OPEN) 2"X G"W/ R-19 INSWATION O tL All electrical work to be BOARD OF FIRE UNDERWRITER5 approved and to include W/ 1 LAYER 4" PLYWOOD 0 nstallation of fixtures 4 specifications as mel ed on plans. Ught fixtures to be supplied by ..--� fL- owner and installed by contractor. GFI outlets required at bathrooms and extenor areas.ImtallSHEATHING 1 LAYER 2"GYPSUM __J all outlets as per code. All work is to be done m strict accordance with the New York State Code BOARD N INTERIOR by a licensed electrician. All new switches 4 outlets to be Levri standard,suppled 4 installed by contractor. Contractor to do all hook-ups as required for bathrooms. MASTER BEDROOM 'INTERIOR WALL- FRAMING NOTES: 8'-0"CEILING HEIGHT U U 2"X 6" W/ ( LAYER Z' GYPSUM All lumber is to be Douglas Fir#2 or better at 120 on center m 251 SQ.PT. U O 2668 U O BEDROOM BOARD ON EACH SIDE; USE n 7.4% � N LIGHT - cQ N 8'-O"CEILING HEIGHT N MOISTURE RESISTANT BOARD IN • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACO'desgabon 7.4%nVENT refers to current areenc-free treated wood standards and shall take the place of'CCA' w I X — / x — 233 SQ.FT. ALL KITCHEN t BATH AREAS*USE All straps,connectors,plates,bolts,rods,etc.are to be 3olvairl Desgnated connectors,straps. N 2468 N O 9.6%LIGHT WONDERBOARD ON ALL AREAS etc.on these drawmgs are my by Simpson unless otherwise indicated. All correctors,straps,etc.are to be 5.3%VENT TO RECIEVE TILE nailec(lbolted in accordance with the manufacturer's specifications. • All floor sheathing a to be a"AC type plywood,tongue 4 groove and shall be glued and screwed to \ •INTERIOR PARTITION- the floor joists(G"o.c.edges 412'o.c.held) — 2"X 4"STUD FRAME W/ZGYM UM GYUM • Solid blocking is to be installed every 8'-O"max.or mid span of all floorjosts with spars exceedirtj BOARD ON EACH SIDE 8'-0'. Blocking is to be installed at all point bad beanrp pouts. • Install double joists under all partitions mrr"rp parallel cz • All exterior wall headers to be 3-2'X 8'or as indicated on Armor plans 4 settlors and all utenor I G'-G" PROVIDE 3- 2"X 8" HEADERS Uheaders are to be 2-2'x 8"unless otherwise noted. All headers exceeding 5'-O"shall have a double jack stud with a smgle king stud 4 on exterior walls provde double sill plate(typical). w I w I 6 TEMPS D 1 '^'I ABOVE ALL WINDOWS �DOORS Exterior fl-1 uq is to be adequately installed at all connections between roof,walk,chimneys, UNI F55 OTHERWISE NOTED V J projections and penetratmns as required by approved construction praetues. FLOOR PLAN NOTES: W Z Dimensions shall take precedent over scale drawings,DD NOT SCALE DP.AWINGS 6'-O I/2" T-4 112" 8'-G 1/2" 8'-6 I/2" T-4 I/2" 6'-0 I/2" J SECTION • All interior lls to be covered with!j gyspusm board motm h metal corner reinforcingO.AH A � ",rte drywall products,including gypsum board,screw,joint compound,tapes 4 (3 trim shall be U.S. z Gypsum Co.or approved equal. All joints shall reaQ (1eve 3 coats ofjoint treatment.Sand final ( J II moat to a uniform smooth surface.All walls,ceding and interior of closets to be taped aril Z > LO spackled,3 Wats,ready for paint. //�(��\� \ O • Interior paint to be Benjamin Moore,walls'antique white"and ceilings white,unless V EC O 1 V�I FLAN 1 V D F LOOK 1 U ( 1 Z otherwise decided by homeowner. All interior trim 4 mouldings to be high gloss white. II Insulation ratings and mstallation locations as indicated on floor plans 4 sectam SCALE. 4" = I ,-o,, Z Z D C-0 Interior doors to be solid core wood;style to be determired. Q �(\�(���O (�Yn • All bath t kitchen area walls and ceilings adjacent to wet areas to have water resistant U J drywall,and provide wonderboard for all areas set to reaeve tile. W Kitchen to have grante countertops with ceramic the backsplash; all baths to have C O white ceramic the as selected by homeowner. l('� V) PAGE: 6 SEC110N GENERAL NOTES: q • The information on this set of construction documents isto relate basic design intent and framing details. They are intended as a corstnrchon aid,not as a substitute for generally accepted good building practice and are in complianx with current New York State building codes. The general contractor is responsible for providing standard construction details and procedures to ensure a prof anally finished,structurally sound and weatherproof competed product. General contractor to coordinate all subcontractors,scieduhrg of work and ukeraction between trades. U_ • The contractor is responsible for ensunng that all work and mrstruebon meets O or exceeds current federal,state and local codes,ordccs inaand regulators,etc. These codes are to be considered as part of the speaficadors for the bmdug plan. O If in the course of construction,a condition exists which d,-9-5 with that as W O indicated on these drawings,the contractor shall stop work and ratify the designer O N E the engineer immediately. Should he fail to follow thin procedure and cortnue,work, z m 0 he shall assume all responsibility and liability ans-3 therefrom. 0 • Dimensions take precedent over scale-DO NOT SCALE DRAWFNG5. Q Q lf) Z • The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plars,nor resp—btlty for construction means,methods,techniques,sequences or proceedures or for saftey precautions and programs in connection with the work indicated. There are no 12 warranties for a specific use expressed or implied in the use of these plans. 5 Contractor to provide hardwired smoke detectors,with battery back up,and with v Q� W W no mtervernng swtches,on all floors and in each bedroom.Venfy with local code GAF 30 YEAR ARCH ITECTURALoC requirements as per 5ecbon R3 17 New York State Resdertnd l Constnrcton Code. Q (-) Q CD Install carbon monoxide detectors as per cede. 0[U ASPHALT ROOF SHINGLES W/ 15# q ELECTRICAL NOTES: O FELT OVER 4° CDX PLYWOOD WITH p O —N ICE*WEATHER SHEILD @ PERIMETERS — N • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include x VALLEYS X installation of fixtures E specnficatdois as indicated on pians. Lght fatures to be supphed by owner and installed by contractor. GFI outlets required at bathrooms and extencr areas.Install all outlets as per code. All work is to be done in strict accordance with the New York State Code by a hcersed electneum. All new switches b outlets to be Levtion,standard,supplied it installed by contractor. Contractor to do all hook-ups as required for bathrooms. I FRAMING NOTES: �0 r • All lumber is to be Douglas Fir#2 or better at 12'on renterL0 Q r • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACO'designation ATTIC 0 refers to current arseme-free treated wood standards aid shall take the place of'CCA' w I STAIR 2- �1 V Lt II 4LVL RIDGE o 0 3 0 • All straps,connectors,plates,bolts,nails,etc.are to be geal—ed. Dqnr ted correctors,straps, G /k t — — etc.on these drawugs are my by Simpson unless otherwise indicated. All correctors,straps,etc.are to bez mited/bolted in accordance with the manufacturer's speafications. W f S- *C: G • All floor sheathe s to be a"AC e 1 ood,to e E rcove and shall be Iued and screwed to ng 4 type pYw ngu 9 9 —_ the floor joists(6'o.c.edges E 12"o.c.fold) • Solid blocking is to be installed every 8'-0'max.or mid span of all floor,josts with spars exceedag 8'-O'. Blocking is to be installed at all point bad beanrg points. U O U O • Install double joists under all partitions rumN parallelN N x x • All exterior wall headers to be 3-2"X 8"or as indicated on floor plars 4 sections and all arterior N `/ N V headers are to be 2-2"x 8'unless otherwise noted. All headers exceeding 5'-0"shall have a double ,jack stud with a single king stud f on exterior walls provide double sill plate(t)pical). IL' • Exterior flashing is to be adequately installed at all connections between roof,walls,chimneys, projections and penetrations as required by approved construction practices. 12 U a2 8 02 W w D2 U 02 U Q o � 0 = z0 N — N X — x — W >' F\1 Z\1 I/ Z ri 4"O ROOF ROOF 00 4 O J ATTIC I BATH 2 — ----�—` BATH 3 I I I '1' 1 1 1 I 11 I I/44 I I/2 I I/2I p1 I/2 I it I/2 fI I/4 �l ua °d° 1 °IO I I It i I •' SHOWER I ATTIC PLAN SECOND FLOOR 1 I/4 3 2 3 2 2 1 I/4 I I/4 SCALE: 4" C.o. l I I I U - 4 BATH I KITCHEN T- 3" U' _ W 1 1/4 T1 12 1 1/4 4 LAV D.W. SIN � D 0 � >- ly FIRST FLOOR z �: LO 1,/4 3 O w C.O. 4 z 4 TO SUFFOLK COUNTY DEFT.OF HEALTH �J 5ERVICE5 APPROVED 7 M 4"C.I.HOUSE SEWER LINE. TRAP `! O z (S) = w � �o BASEMENT SLOPE" 1/4'PER FOOT PITCH TO DRAIN PAGE: PLUMBING KISER DIAGfZAM NOT TO SCALE 7 NAILING SCHEDULE 2001 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL JOINT DESCRIPTION NAIL QUALITY NAIL SPACING ROOF FRAMING -___-- --._.-----_-_-_----------._- 2- 14 X 14" LVL RIDGE; RAFTERTO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER RAFTER 51MP50N C520 10'-0"WALL:4-8d PER RAFTER APPROX. RIDGE HEIGHT CONNECTOR UYP.ALL) CEILING JOIST TO TOP PLATE TOE NAILED 8'-0"WALL:3-8d PER JOIST -, .- I O'-O"WALL:4-8d PER JOIST CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP _ CZ CEILING J015T LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP Z W ILI COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE O O N BLOCKING TO RAFTER TOE NAILED 2-8d EACH END GAF 30 YEAR ARCH ITECTURAL Z m PIM BOARD TO RAFTER END NAILED 2-1 Gd EACH END - - -- - - 12 2"X 6" C.T. 24"O.C. _ ASPHALT ROOF SHINGLES W/ 15# � Q Ln z FELT OVER- CDX PLYWOOD WITH WALL FRAMING 4 TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd ' PER FOOT 8 ICE 4 WEATHER SHEILD @ PERIMETERS TOP PLATES AT INTERSECTIONS FACE NAILED__ _ 4-1 Gd _- ----- JOINTS-EACH SIDE- - - - _ _ - O G• t VALLEYS V, STUD TO STUD FACE NAILED 2-1 Gd 24"O/C HEADER TO HEADER FACE NAILED I Gd I G"O/C ALONG EDGES n �2 W g TOP OF,B _OOTTOM P_LATE TO STUD END NAILED 2-1 Gd _ PER 2X4 STUD Q 3-IGd PER 2 X STUD O }� 4-1CdPER 2X8 STUD �\ _ BOTTOM PLATE TO FLOOR JOIST, 2 v BANDJOI5T,END JOIST,OR BLOCKING FACE NAILED 2-1 Gd PER FOOT FLOOR FRAMING JOIST TO SILL,TOP PLATE,OR GIRDER TOE NAILED 4-8d PER JOIST " BRIDGING TO JOIST TOE NAILED 2-8d EACH END R-30 INSULATION DOUBLE TOP PLATE; �t BLOCKING TO JOIST TOE NAILED 2-8d EACH END TOP PLATE 3„ `� 51MP50N H7 CONNECTOR d- BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-1 Gd EACH BLOCK -• •�'I^� 4 PLYWOOD SUBFLOOR - LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH JOIST SECOND FLOOR CEILING _ 2"X 8" C.J. @ 12"O.C. JOIST ON LEDGER TO BEAM TOE NAILED 3-8d PER JOIST -• - _ FASCIA 4"VENTED SOFFIT 13AND JOIST TO JOIST END NAILED 3-1 Gd PER JOIST Ln BAND JOIST TO SILL OK TOP PLATE TOE NA LED 2-1 Gd PER FOOT O PROVIDE 5IMP50N } ROOF SHEATHINGHEADER HEIGHT O p CSI G STRAPPING STRUCTURAL PANELS a'PERIMETER FnrF TONE_ 16"O/C-G"AT PANEL EDGES _ 2'GYPSUM BOARD 2"X 6" INTERIOR L 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD N TYPICAL ALL AREAS 3- 2"X 8" HEADER ABOVE E o STUD PARTITION _ a� INTERIOR ZQNF- I G"O/C-G"AT PANEL EDGES AND 12"AT m BEDROOM BEDROOM ALL WINDOWS AND DOORS; L Ln 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD PROVIDE C520 STRAPPING t- O ct� FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK,THE 4'-0"PERIMETER U EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. CEILING SHEATHING GYPSUM WALLBOARDSECOND FLOOR 4" PLYWOOD SUBFLOOR 5d COOLERS 7"EDGE/10"FIELD R-19 INSULATION PROVIDE SIMPSON C51 G STRAPPING WALL SHEATHING -. STRUCTURAL PANELS 8d 4'EDCF ZONE- I G"O/C-G"AT PANEL EDGES AND 1 2"AT FIRST FLOOR CEILING - 2"X 1 O" F.J. @ 12"O.G. W INTERMEDIATE SUPPORTS IN THE PANEL FIELD —• •moi^ 3- 2"X 1 2" HEADER FRAMED U 8d INTERIOR ZONE- 10 O/C-G"AT PANEL EDGES AND 12"AT ABOVE WINDOWS ACROSS INTERMEDIATE SUPPORTS IN THE PANEL FIELD ENTIRE BACK WALL W W FIBERBOARD PANELS 7/1 G" Gd 3"EDGE/G"FIELD HEADER HEIGHT 25/32" 8d 3"EDGE/C"FIELD 2"X G"STUD WALL @ _ p GYPSUM WALLBOARD 5d COOLERS 7"EDGE/1O"FIELD 12" O.C. W/ R-19 INSULATION (� _ 8d 4'FDGF 7ONF- 10'O/C-0'AT PANEL EDGES AND 1 2"AT a 3o CDX PLYWD. SHEATHING n/ HARDBOARD INTERMEDIATE SUPPORTS IN THE PANEL FIELD GYPSUM BOARD 4 L� Z - -- -- -- ----- - - - - - 0 2 8d INTERIOR 7ONF- IG"O/C-G"AT PANEL EDGES AND I2"AT DINING ROOM KITCHEN W/ TYVEK' HOUSE WRAP; HARDY = TYPICAL ALL AREAS INTERMEDIATE SUPPORTS IN THE PANEL FIELD 19 CLAPBOARD SIDING � LLJ FLOOR-SHEATHING___�..-._.._--- -- ____' 2- 2"X G"ACQ SILL PLATE O O - ---- ----- ----- - -. -.- __ - - .. - STRUCTURALPANELS- I"OR LESS 8d G"EDGE/12"FIELD OVERTERIMITESHEILD O O Naihng requirements are based on wall sheathing riled G inches O.C.at the panel edge. If wall sheathing is nailed 3 inches O.C.at the panel edge to obtainR-15 INSULATION OVER SILL SEAL; J 0-/higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates,shall be used to maintain the FI RST FLOOR 3° PLYWOOD SUBFLOOR PROVIDE 51MP50N C520 _ load path. —• •— `} W/ LFT4 ONNECTORS U When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to I-1 Gd nail per foot. - TOP OF FOUNDATION I 2"X 1 O" F.J. @ 1 2"O.C. Corrosion resistant I I cjale roofintj nails and I G,3acje sta les are permitted,check IBC for additional requirements. a0 GRADEi�� +5- 2"X 10" DROPPED GIRDER 3 2' COLUMN BURIED 8' DIAMETER ANCHOR BOLTS IN FOOTING (TYP. ALIS W/ 7" MIN. DEPTH @ 48"O.C. W/ MIN. 3"X3'S<L WASHER @ PLATE 0) BASEMENT UNHEATED, UNFINISHED 10" POURED CONCRETE FOUNDATION WALL W/ 1'-G"X ,511 d. FTG.; PROV. 2-#4 REBAR IN FOOTING CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 4" POURED CONCRETE (TYPICAL ALL AREAS) Lj _ BASEMENT SLAB SLAB ON COMPACTED FILL z WEATHERING SEVERE —• •— _ FROST LINE DEPTH 3'-0" TERMITE MODERATE TO HEAVY 2'-0"WIDE x 1'-0" DEEP POURED U - DECAY SLIGHT TO MODERATE CONCRETE TRENCH FOOTING LU Z WINTER DESIGN TEMP. 11 DESIGN LOAD CALCULATIONS (FULL LENGTH OF BASEMENT) ICE SHIELD UNDER- AS PER MANUFACTURER'S LAYMENT REQUIRED 5PECIFICATION51 STATE CODE MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf) FLOOD HAZARDS EXTERIOR BALCONIES GO BUILDING SECTION "A11 >-- O W DECKS 40 U U Z TABLE R30 I .G ATTICS WITHOUT STORAGE 30 SCALE: 4" = 1'-o" ^— _. _..-_._ _..._.._.__....._.._. .___. ._. .-. __. ._. ATTICS WITH STORAGE 40 Q U C) ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS ROOMS(OTHER THAN SLEEPING ROOMS) 40 " - 0 SLEEPING ROOMS 30 (f) = STRUCTURAL MEMBER ALLOWABLE DEFLECTIONW Rafters havinc3 slopes cjreater L/) 80 CRITERIA FOR CALCULATION OF DEAD LOAD Q than 3112 with no finished ceiling ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.I.A. (n attached to rafters ARCHITECTURAL GRAPHIC STANDARDS Interior walls artltlons H/180 Floors lastered cellln s U3 GO SNOW All other structural memebers U240 GROUND SNOW LOAD 45 lbs. 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