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oo�gUFFoIK401 Town of Southold 10/6/2017 0 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39269 Date: 10/6/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 26619 Route 25, Orient SCTM#: 473889 Sec/Block/Lot: 18.-3-9.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/16/2015 pursuant to which Building Permit No. 39587 dated 3/16/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING PATIO,HOT TUB, WET BAR, COVERED PORCH, DECKS, BALCONY AND OUTDOOR SHOWER, AS APPLIED FOR The certificate is issued to Smith,Peter of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0046 09-27-2017 ELECTRICAL CERTIFICATE NO. 39587 11-04-2015 PLUMBERS CERTIFICATION DATED 08-04-2015 Mike Jacobi Authorized Signature Q�S�f of 1�co TOWN OF SOUTHOLD BUILDING DEPARTMENT M ' TOWN CLERK'S OFFICE o • SOUTHOLD, NY a 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#: 39587 Date: 3/16/2015 Permission is hereby granted to: Smith, Peter 2 Montague Ter Brooklyn, NY 11201 To: Additions &Alteratioms to a Single Family Dwelling; Bedroom, Bath, Exercise Room, Patio, Hot Tub, Covered Porch, Wet Bar, Mechanical Room, Sauna, Storage Rooms, Decks, Basement, Hallway & Staircase, Balcony, Outdoor Shower, as applied for. Replaces BP# 37702 At premises located at: 26619 Route 25, Orient SCTM # 473889 Sec/Block/Lot# 18.-3-9.2 Pursuant to application dated 3/16/2015 and approved by the Building Inspector. To expire on 9/14/2016. Fees: PERMIT RENEWAL $754.80 Total: $754.80 R uildin Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS :'UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37702 Date: 12/18/2012 Permission is hereby granted to: Smith, Peter 2 Montague Ter Brooklyn, NY 11201 To: Additions & Alteratioms to a Single Family Dwelling; Bedroom, Bath, Exercise Room, Patio, Hot Tub, Covered Porch, Wet Bar, Mechanical Room, Sauna, Storage Rooms, Decks, Basement, Hallway & Staircase, Balcony, Outdoor Shower, as applied for. At premises located at: 26619 Route 25 (1300 Edwards Lane), Orient SCTM # 473> 89 Sec/Block/Lot# 18.-3-9.2 Pursuant to application dated 9/28/2012 and approved by the Building Inspector. To expire on 6/19/2014. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,509.60 Total: $1,559.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 l \` 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 acctirate-location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. *Swum statement from pFlumber certifying that the solder used in system contains less than 2110 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. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3_ Copy of Certificate of.Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5- "Temporary Certificate of Occupancy -Residential $15.00,Commercial$15.00 Date. / _. Z Y' Z New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section l Block d �3 Lot a Subdivision Filed Map. Lot: Permit No. _�3 -7 70,_Date of Permit. a - /$-/2-Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 11OX-11.y 0-p—C, S App nt Signature pF SOUr�®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Cn iQ roger.riche rt(a)-town.soLitho Id.ny.us Southold,NY 11971-0959 o�yc®Ulfriv,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Peter Smith Address: 26619 Route 25 (1300 Edwards Lane) City: Orient St: New York Zip: 11957 Building Permit t 39587 Section: 18 Block: 3 Lot: 9.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Mike Wilson Electric License No: 5139-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub X Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 31 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 5 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures 31 CO Detectors Sub Panel 1 A/C Blower 4 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks 11 Disconnect Switches R37 Twist Lock Exit Fixtures TVSS Other Equipment: 1-Exhaust Fan, 1- Paddle Fan, 6-ARC Fault Circuit Breakers, 50A GFI Protected Disconnect for Self Contained Hot Tub,40A Disconnect for Suana Notes: Inspector Signature: Date: November 4, 2015 Ir Electrical 81 Compliance Form.xls �'�'pE SO(/T�Q � 1 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 'Q �yCOUNTV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD r� CERTIFICATION Date: Building Permit No. 3 ` J W 7 Owner: ��'�� Sm/T/I (Please print) -- ---- ---Plumber.----_ __ _ -=- --------------------- ---- ------ - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. G (P bers Signature) Sworn to before me this 1' day of Q.k kQj , 20 l� Notary Public, Lu `�-ounty BONNIE!.DOROSKI Notary Public,State Of New York No.011)06095328,Suffolk C90V Term Expires July 7,20 1 S s 0 Own TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [vf"FOUNDATION IST ROUGH PLI3G. ] FOUNDATION 2ND INSULATION' ' FRAMING/STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE LZ,3-INSPECTOR pf SO(/j�o6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F NDATION 1 ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR `G�' laf so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST R 6G' H PLEIG. FOUNDATION 2ND 17INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMAR S: Z- Q L-4 L-6 J7i cJ DATE INSPECTOR o�ycOUNiV,N@� TOWN OF• SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION- 1 ST [ ] ROUGH P ING [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING rFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION , [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r DATE INSPECTO • �o��OF SOUry�lo V . �o cou r . - TOWN OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY' [ -] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) [ ] CODE VIOLATION [F ] AULKING REMARKS: _ DATE �� INSPECTOR ` Robert I. Brown Architect, P.C. with Fairweather Design Associates 205 Bay Avenue,Greenport,NY 11944 fbdainc@optonline.net 631-477-9752 December 3, 2013 Mr. Michael Verity, Chief Building Inspector Town of Southold Building Department Southold,NY 11971 Re: - Smith O'Neill Residence 1300 Edwards Lane (Private Road 8) Orient,NY B.P. #37702 Dear Mr. Verity, This letter is to confirm that based on my observations at the above referenced project throughout construction to date,and including my personal observation of the pressure test of the drainage system,and to the best of my knowledge, belief and professional judgment,the framing (including strapping)and plumbing at the above referenced project built to date have been built in accordance with the plans and with the Residential Code of New York State. If you have any questions, or require additional information,please feel free to contact me. Thank you for your attention to this matter Sincerely, Robert Brown, A.I.A. ART r C E LI 1J * ='� * DEC 13 2013 BLDG DEPT TqT�CF N��a-1 TOWN OF SOUTHOLD r FIELD INSP;tC N RMFORM DATE , COMMENTS OTJIVD,�ii 'IOlaI(1ST) �Ag FOUNDATION(2ND) � t4 • o ROUGH FRAMYNG& U� PLUMBING • Cq INSULATION PER N.Y. � y STATE ENERGY COBE . y ' r FINAL 1 ADDITIONAL COMMENTS G p C. YLa'7 KS Ne--,4.P Q i t c,( d Z q d e 41 - 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL oard of Health SOUTHOLD,NY 11971, .. sets of Building Plans TEL: (631)631) 7765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 47 '1 Check Septic Form N.Y.S.D.E.C. Trustees Examined 20 Flood Permit Storm-Water Assessment Form Contact: Approved ,20 _'' _ _ Mato: Disapproved a/c Phone: Expiration '20 r U D Building Inspector SEP 2 6 2012 ICATION FOR BUILDING PERMIT BLDG DEPT Date 5 _20 (2 TOWN OF SOUTHOLD INSTRUCTIONS � `. a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Si ature o applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age t, architect, engineer,general contractor, electrician,plumber or builder Name of owner of premises_ '( . �(17-0 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Q-arae 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 ork will be done: f0560 House Number Street Hamlet County Tax Map No. 1000 Section Block_ 015 —Lot—1.q . 1Z Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 5 f, �i b. Intended use and occupancy � 5�GW- 15TII2 L._-rOYZ# *b12 �•�� • 3. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost ?zor ODO Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units 1Z Number of dwelling units on each floor If garage, number of cars ,6!If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories ► ' 411 N 8. Dimensions of entir new construction: Front IO Rear • /O Depth� 3 Height �q:'jNumber of Stories 2 9. Size of lot: Front 51-S .6& Rear 7i7!'� �7 r Depth 2r20 f ( ` I Q/ ate of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13.Willlot be re-graded?YES NO // Will excess fill be removed from premises?YES NO ✓ 2 twwAar- rep . 14.Names of Owner of premises 109 Address l3W"A• )12aa Phone No.'71S•1y , 031 o Name of Architect Address 20S:�krlf 4AP r Phone No lea(• °f -175'L Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) S ' COUNTY O kmQ being duly swom,deposes and says that(s)he is the applicant (Name of ind'vi ual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is-duly-authorized to perform or have performed the said-work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me thi I^__ 0�1 day of 620 l� Notary Public ilignature of Applicant CONNIE D. BUNCH Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk County Commission Expires April 14, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. l' 74 !9 Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application / Flood Permit Examined r 20 I Smgle&Separate Storm-Water Assessment Form /1 Contact: Approved _ 20 /, Mail to: Phone: Expiration — 20 C' E Building Inspector PPLICATION FOR BUILDING PERMIT Date ; �D , 20W, BLDG DEPT INSTRUCTIONS TOA OF sOUTHOLD .-This apl cation MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sign e of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nacre of owner of premises - (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section �S Block Lot �e Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ` r b. Intended use and occupancy ; ; 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ' �Zoo?a(0 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 4115 Rear ���� Depth Height W Number of Stories 1 Dimensions of same structure with alterations or additions: Front ���� � Rear Depth Height iia Number of Stories 2 ,•i;: . d it 8. Dimensions of entire new construction: Front 7 Ream ' " beptli,,. tr>:' .')'H*eight ^� ,'?tel%�. l i Number of,Stories 9. Size of lot: Front- T-4 ,S,�j� Rear t��`7 iDepth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO V 2 km-O 109 C-( ' 14. Names of Owner of emise' �0Z `� l (-�AddressW�( GL` (,1201 Phone No. Name of Architect V00h,-Xr I VA&I ki Address 'SDS M &X692C Phone No 63�477 i I S Z Name of Contractor `raq-& (, y "125 Address _Phone No. 7b&-�{-t��Q 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NOy * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO li * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 0 16. Provide survey, to'scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF T/'V being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, COftiNlE D. 13LINCI-i P(S)Heis the me Notary PublicNo 01,Sate of Now York 61850150 (Contractor, Agent, Corporate Officer, etc.) (qualified in Suffolk County Commission Expires April 14, 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. Swo-n to before me this �: �, -•s,. ,. 4,;' ti4 day of A Notal-y Public ignature of Applicant of Sol O[/r�, Town Hall Annex Telephone(631)765-1802 54375 Main Road p�aaxx Q2 P.O.Box 1179 roger.richert low 1.soUt� 1 nV us Southold,NSC 11971-0959 '�1 . t BUILDING DEPARTMENT TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION ' I REQUESTED BY: 222 ic�c,,P-1 L,� i\Sc ,, Date: t-k\D i3 Company Name: C'n��C� Name: License No.: S`3 Address: Phone No.: "- JOBSITE INFORMATION: (*Indicates required information) *Name: -e'f'eV- *Address: C Zto Le 1 1 o��e �� - -- - (1301 Edwe.�s I.-.4we� C75 -iev%t *Cross Street: *Phone No.: 971 o _ 01 2-7-(o 3 s Permit No.. 3 -10 2. — Tax-Map District: 4000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) A—s ter E (Please Circle All That Apply) *Is job ready for inspection: YE NO ough In Final *Do you need a Temp Certificate: YES t NO i Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 450 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service- -Overhead E Additional Information: PAYMENT DUE WITH APPLICATIC) ' r- �� � i - 1 DEC 1 .3 DDEE TT 2013 82-Request for inspection Form (ti® e cra TONIN OF SOUTt{OLD r °— Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Preva t'on Plan Assessment t Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner .Consultant-Contractor or Other(C Is0��aa�� Property OWNER.(If Different than Applicant) p� Zobetrf'�l�ow>n � dress: tl'� fiP.Pi?7 Ac$lress:�bY1� vt✓ �"�i1�trA-l�tJ �'I�pO Yl Telephoned Fax Tele o e8: - Faxifi S ?`05 3 �>� - S33o i • E-Malt: a. AG B Ul'1 r��,./.. E-Mai 110 corn Property Address: 1500 Ab -i- re,te/( ©V1 Brief Description of Construction Activity,Proposed Soeacmcal BMPs,Sort S.C.T.M.N. 9000 08 03 q.Z Stabaliration BMPs,Project Scope and/or Sequence of Construction Activity crl d Section Block Lo! lAmvldeAdditlotd Peas!as Needed) Name of Contractor andlor Contact Person Responsible for Implementation of SWPPP: s_ Address: a* __.__-_ _ _____ Telephone ,, �,y Fox#: :44-7-:01-73 .7 3 '----^ E-Mail: tJ tNRJv1`eI --'alki,&__Lvry Name of Persons Responsible for installation$Mefntenance of Erosion Control Practice: - d o I Go '?ZZV^I L' tL n A -----i-----' --1 -(Jj�-/------ --- ---------- Telephone#• _ Q23 Fax#: �T � `7d -----1-h., J-__+-'�'• ��5-� . E-M e'0&We fn��2 � W--rte- '-�IY__/�- -- ---- Total Area of All Total Area of Land 0earingProject Parcels: andlorGround Dietwbance: -------------------------.._--_-_-_----_----- a (SF.I Aeea) (SF.f A—) Project Duration: Start End ---------------------------------------------- (Anticipated) � Date: (lLm,eer or Calender Oeysi _-__----__----------------------------------- I Wi11 this Project Disturbs five(5)or More Acres at 0 c Any One Time During the Proposed Development? Yes No ---•----------------------------------- # if YES:Please Answer the Followingl -------------------------------------------- a. Does the Applicant have a Qualified Inspector On Q Q Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site = 0 List the NAMES or description of all Potentially impacted Waterhodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No c. Does the SWPPP Adequately Identify All Temporary Q = ' ------------------------------------------.-..- and/or Permanent Soil StabalizationMeasures? Yes No ----------------------------------------------7- cl- Does the SWPPP Adequately Identify a Complete 0 0 .....- --------•-•-•-•-------•------------•--------------- Project Phasing Plan? Yes No Status of Impacted Waterbody:(eg.TMDL.303(d)Listed,Impaired_) e. Does the SWPPP Indicate Additional Site Specific Practices that Will be Utilized to Protect Water Quality? Yes No f. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody:(eq.Lake.Creek,Bay,Pond,Sound,FreshwatrsswetiTrZ) Of Intent and SWPPP Acceptance Form far Review Q 0 by the Town of Southold? Yes No CONNIE D. BUNCH STATE OF NEW YORK, �� No.01 BU6185050 COUNTY OF...... .... ......................SS Qualified in Suffolk County Commission Expires April 14,201 That I,......... b.....................................being duly swom,deposes and says that he/she is die applicant for Permit, 4Yl ................. ... (Na "e of dhi?114-111,--t gninDocument) Andthat /she's the .. ............ ... ... ... ....................... .............................................................. (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 application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Swom to be re me this; . �..�........ ............... Notary Public: .. . .. ...... ..... . .7r ^!:�. . . ..... ............... ................ . .. ............................ k (S�gnature f Appricant) SYYPPP Assessment FORM: 0342 ®re-4- T.O.S, "SWPPP" Preparation - Chapter 236 For Department UseOnly: S.C.T.M.#: Property AddreStorm Water Pollution Prevention Plan Review Checklist Checklist # 1 1000 Ulstrict S' eNTon a Oak Lot REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: r i r Plan Sheet (Does g�the SWPPP Adequately Provide for and/or Indicate the Followin i YES, NO I N A ,Explanation for NO or N_A. (pg ) I , . I Location # 1, Drainage Calculations&Stormwater BMPs 5—esi-pnea to contain a Two Inch Rainfall On-site. „- _ 2._._anstrudiort Phasing Pian•lndlcating Sequence of Proposed Construction Adivlties. _-_ i 3. General Loi i i--I -•p •-••---.._._ ___ _ _ ---. - - caLon Map 4. Orman, Site Plan drawn to Scale at Saty(ti0')feet to the Inch or larger Indicating the Following: i _.__ a__,Locatign and-..A.yipgon of Pro a Boundaries• _ _ 3t : r' ----- _.-•_____ _._.._..,_._.___--____--._--__--______-- b. Site Acreages _-_ "lit IQ t c, All Existigg,Natural and/or Man Made Features on and within 50 of the PropertyBoundary, _ 9_ �ov t_kip _ad d. Test Hole Data Indicating Soil Characteristics&Depth to Seasonal High Water Table_ _I e. ontours n icating Property Elevations SMIn^2);_--_-___sed__ .--Struch,res---- f. Spot Grade&Flnlsh Floor Elevations for Existing and Propo ; - g. ovation of 1NoodedArias&Isolated'fireis wall a MTr imum - ---h.�oili�onseniatlonDlstriatSoif�urve`y--------------._. .,._.-___.__-._----------•--•-i i^i ;-- --------._._.._ ..-------•--•- - -• ---• --- -_._ -_.,.• •-•----.....,.._._,.,.. 5. Background Information about the Scope of the Project,Location&Description of the Site, Q , - -___Proposed Changes to the Slte and All Existing Development on the site Indudln�,the•Following_�SLt � I I �,_,___,-__-„-, „_.__.__,__ • _jP� _AII_Imp(P_v@ qr.A§ llttlin8T9Ea1.A1ea.9fh�Rc!_4j�kul�anc�.$�TQf LeArga;_.._.____._._s 1,=1 --.. ._ . . . - •----- -_...___ .--------,_. ..__.-- --- b. AII Excavation,Filling,Stripping&Grading Proposed and Identified as to depth,Volume ; 417-1iWEI & NatureofMateri alslnyoived; _- ' s � s c. AltAreas Req_ulring Clearfn8andlorGrubbing�-___-._..__._._------___,__,_-:_._._.,.,.....� IDiQ; ___._._.__..,----.----_____-- --•--•- -••- ___.,_._._,_ _...__..,-.....,,.,,.___ d. All Areas Where Topsoil is to be Removed,Stockpiled and where Topsoil will ultimately be elaced;__•_ I I t r .. • e. All Temporar y$Permanent Vegetation to be Placed on Site; -_ _ I r—t01 t _ f. Alt Temeorary&Permanent Storm Water Runoff BMP Control Measures Proposed; ,QIQI �I g. The Anticipated Pattern of Surface Drainage During Periods of Peak Runoff i i I1�91i r - "'' '"'''-'' '"' "'-'-- -•_,____________-_ . .,_..______ _.._.__ • _._._.-•-•------- - ...-•-----.__.__-__._•_.__.__---- -_•-._.---- -._ _..-•---•-•-•;Dili i----..... -•--•----•-•----------•_--------._•_. e ovation o all Roads,Drlveway_s,Sidewalks,Patios,Structures,Utilities&Other im rovements,�fnGudln tem ora Arxess&�oriswctionEta_tn-Areas• I tQtQI I. >(ie F_xlsLng&"Final t;ontours ani er Spof fevations of the si[e: - -- ----- - - 6. A Schedule of the Sequence for the Installation of All Planned Boll Erosion.Sedimentation' &Stormwater Runoff Control Measures. t 9tscriptionofPollutionPreyentienMeasuresthatwtllbelm„plemented;---_-__-_--_- De 8. A Description of the Minimum Erosion&Sediment Control Practices to be Installed and/or Q i Q s ------__- -•- ___-__ _ ___Im�lementedforEaehConstructionActivitythatwillresultInSollDisturbance. i I I _-,_,____,.__,•,___ ,_.._....___.___, ,___...,.__._____.._,._.. 9. Description of Construction&Waste materials Egjaqteqto'be Stored On-Ske. 41 10. Temporary&Permanent Soil Stabilization Plan that meets the Cunent Version of the i =' New York State Storm Water Design Manual Technical Standard. .: de- Site Plan and Construction- lis-fortheProject�________________�^_ 12.-Dlmensiansy MaterialSQeci_ficatioa! InstallationDelailsforAtErosion&Sediment/ ontrnlPractices:�D;Q; I ________________,__ -_ __ __ ._. __ --_____ - ---. ------------ ' 13. Tem ora Practices that will be Converted to Permanent control Measures. � I ' �-""'"�”'-'-�_�� _,._ _ .r0i0r !--.-__--_-__--_-_-_-.,,.._.._._____-_..___.. ,_..______..____._. 14. Implementation Schedule for Staging .y Erosion Control Practice or BMP. I Q I Q I , oEnsur -____._ ._----------- r t ------...___. . 15. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& Sediment Control Practices. 1101 , 16. Impacted byDevemaybeNamesofPoenaSurface Wates ofthe ur opmet ----------- r�i , t _&nGGiI,Gt�I 17. Delineation of Storm Water_ControlPlanIme --- lemenRes- -onsib -- forF chparlofthe Ell Protect Costruction Site.other Existln Date thatDescribesStormWaterRunoff and/orNaturalDrainage SwaleRe airin ,Re acing,Inspecting and Maintainin the Erosion&Sediment Control Practices. Di�s Storm Water Management Control Plan Checklist#1 : 03-12 bos ¢r DEC "SWPPP" Preparation - Chapter 236-19 For Department Use Only: Storm Water Pollution Prevention Plan s.c.T.M. : Property Address: Review Checklist Checklist # 2 1000 (Additional Items to be included with Checldlst#1 when Article Ili is trigered.) D°aftm sncUon 8106E W REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i i , i Plan Sheet (Does the SWPPP Adequately Provide for and/or Indicate the Following:) EYES, NO E N.A.,Explanation for NO or NA.Must be Approved by SMO 1 - E , E Location(pg,#) 1. Does the Pian Indicate and/or Show all Items Required Dy Theckiist^-1'-in this 11 Ket-77-1.1 Viltm 2. Does the Plan Indicate and/or Show a Description of Each ManaPost-Construction Stormwater E 1 E E ---- gementPractice?_-•------_...._____..--•-_--------__.._.--------__._.._. •-- -..__.._.-- 3. Does the Site Plan/Construction Drawing(s)Indicate and/or Show the Location&Size of ©i��C�i Each Post-Construction Stormwater Management,Practice? r r 1 r_ oes the Site Plan/Construction Drawing{s)Indicate and/or Show Hydrologic&Hydraulic Analysts;©�0�m It _For All Structural Components of the Stoenwater Management System•for Applicable Storms? _ + E 1 f 5. Does the Site Plan/Construction Drawings)indicate and/or Provide a Comparison of Post- , Develo ent 5rm towater Runoff Conditions with Pre-Development Conditions 7 m 6. Does the Site PIaNConstruction Drawing(s)Indicate andlor ShowAll Dlmenlons,Material Speclficatlons&Installation Details for Each Post-Construction Stormwater Practice? 3©30i17-1-1 7. Does the Site Plan/Construction Drawing(s)Indicate a Maintenance Schedule Provided by the Contractor(s) to Ensure Continuous&Effective Operation of Each Post-Construction Stormwater Management Practice? 8. Does the Site Plan/Construction Drawing(s)Indicate and/or Show Maintenance Easements to Ensure Access to All Stormwater Management Practices at the Site for the Purpose of inspection 1,=:=:M! 9. 'Does the Site PIanlConstructlon Drawing(s)Indicate and/or Show Inspection and Malnfenance r , ,�••1, Agreements) that are Binding on Ali Subsequent Landowners? +O+O+DE 10. For All Activities meeting the Threshold in 236-19(6)(1),the SWPPP shall be Prepared&Signed By a Professional in the Principles and Practices of Stormwater Management&Treatment Who Who Shall Certify thatt he Design Meets the R E 1 r E ulrements of Chanter 236. -Y 11. Udg i the Plan Indicate and/or Identify All Potential Sources of Poilution which may affect the , E , r Quality of Stormwater Discharges? I I r E -....___-----_......_._.._.'___..:..........-----'-----------------,--_-.E E E E---_--__-__..._-..-..--..__._•'---•---_-_-__-__•.........-•-----_-......_. 12. Does the Plan Provide Documentation Supporting the Determination of Approval with Regard i _ to Historic Places or Archeological Resources that Includes the Following................ E 1 r-......_......-_........,.._........._-,-_..__....___...,_......_....,...... _........._.«. a. Information whether the stormwater discharge or land development activities would have r 1 r 1 an effect on a property that Is listed or eligible for listing or eligible for listing on the _State or National Register of_Histodc Places: b. The Results of Historic Resources Screening Determinations that have been Conducted, EDE01©1 1. r------_--- -----_•-_--_--"_---_-----.------.----_-_--- Description of Measures Necessary to Avoid or Minimiie Adverse Impacts ori Places Listed, E O E�E Qe _ Sr ligibleforListigg,ontheStateorNationalReglsterofHistoricPlaces;and_ i______-___ _-..._________.. __-__"______ "____ _ AdveersEffects May Qce'rir,Any Wriften Agreements in Place witti the NYS Office" d. Wheie _, _---____ of Parks,Recreation and Historic Places(OPRHP)or other Governmental Agency to Mitigate Those Effects. E r I r ADescriptionoftheSol1(s)PresentattheSite,Iricluding-an ldenUficationofthe"-- "'���"� E 1 r----------------------------------------------------- H�drauli AS IGroup-------------------------.._--____-------__--____��iOi©% 14. Identification of Any Elements of the Design that are not in Conformance with the Design manual,Including Reasons for the Deviation orAltemative Design and a Description i Q' i E:25 of the with Eculvaiency technical Standards. ; i i11 - - 15. A Hydrologic and Hydraulic Analysis for All Structural Components of the i E ` r--------_ rpEDE�11 5tormwaterMana�gementCorrtrolS�rstem�____ + + E , _._____________ _________...-..____.._-___--____-a , � s---.-_____...._____----_-_---..____-__-.._-__----_-----.--. 1 fi. A Detailed Summary,with Calculations,of the Sliing Criteria that was Used to Design All Post-Constructlon Stormwater Management Practices. ._-___-___..______ _. . ______.._W-y r r.----------------------------------------------- 17-7 An Operations and Maintenance Plan that Includes inspection and Maintenance Schedules and Action to Ensure Continuous and Effective Operation of Each Post-Construction Storm Water management Practice. i i i i Storm Water Management Control Plan Checklist#2; 03-12 o _ 3 TOWN OF SOUTHOLD PROPERTY, ORD CARD DWNER ` STREET -z VILLAGE DIST. SUB. LOT 2,1 74" =ORMERO Rf�okPr@' N'�c off.-k-It(Q N E ACR. .�` .c � Y--- l_�0 41ys' 2,,964- ,-e - y\=y N c v' c s S� W TYPE OF BUILDING- G vt ES. ' SEAS. VL. FARM ,COMM. CB MICS. Mkt. � A So 4;p / 8000 C rrbR n �a L . 36Z 1AND IMP. TOTAL DATE REMARK +,/ VI / ZL ;7 j :_> s�i ' •l ,/3 77 el .P`f r, v r @ CC CEJ fu )V,.�e a, a� O C_1• c>'d 3 //. 7 s 4 ? L •' �nTt Ell- 1z ik* 4 r Z � d6 ' c }[((yam.^" ,} $-.....,a i-- p- C. C•„,J f. e` ��! 1 e.l � f.,�""� •�. �. �drd+ •' � /` ]X04 � !Z 4P�� ��-.7 �` ��.Vl.J L4 zoo, / S 8 •V �C`1 w;?f'�; '` "!i k 1 I' I f d��-• �'-' r4 S f�^iG�`t" �' P,.f�'`1 �Cf IC�b 6i 6f,e � V f Q �" $(C.l N-�/-fi.:•. t 2 z z- 90. �r'� �/ _ �' �gc CEJ � c0 af'�, ac ps.sdej ���IL, u' vinv 0 1ID0 C0 r)at- be /7?•S c� Io (0©cow 3 Zp� a tQ — ` ,'pS 2 caoo o g > > OS Q 3135 Q I i-h ons t a I+arra ans ao)Ds 13P 3�a�3 ft�ows apif: 30392- 0 ?e,,j p c- illable FRONTAGE ON WATER f loodland �'¢ , , FRONTAGE ON ROAD vcdow4end— DEPTH ouse Plot p ®� �w`. BULKHEAD )tal w lr t o 1,5 MEN EMEM t.. .. ... �.. .j�t MEN E _■■ a .■■ r s ■■■■■■■■.■■■■■■A■ 1Ail x y ■■■■■■■■a ,L ■■■■ ------- � i■iiiii■ii��■r�til�d -.ilii ilii■ + rd s,.. r I#: h'yk t 1k ss. t ytr — ��■ _ ,_:-: . = ...::., }�ha,fir=, 1 ss�1���--- 3 ■■■■■■■■■�� �I���,���i1�r■■ ■■■■ es r r .rz •` .ir�; 1 'rsis` ',L4,;'' iw, ru. .�. ■ 1■� ■.VE no ■■■■■■■■■Wii�+! !■G� am ■■■■■■■■■ia1'Q . � f��■i�.�517■ ■■�■■■ ■ ■■■E�0 ' 9r r C_.., c • i••— ®� • SOU��®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G ® Q Southold,NY 11971-0959 '® a lac®Uf19�,'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD March 30, 2015 Peter Smith 2 Montague Terrace Brooklyn, New York 11201 RE: 26619 Route 25, Orient TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. fee of$50.00. inalri� wi h 4lth Department Approval. l� lumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 39587-Z additions/alterations Southold Town Building Department �o�OS�FfOj,{rCOG� P.O.Box 1179 Permit#: 37702 53095 Main Rd o - Southold,New York 11971 Permit Date: 12/18/2012 *yQl �ao� (631) 765-1802 Expiration Date: 6/19/2014 Parcel ID: 18.-3-9.2 BUILDING PERMIT RENEWAL LETTER Dated: 3/4/2015 Applicant: Fairweather&Brown Location: 26619 Route 25 (1300 Edwards Lane), Orient Work Description: ADDITION/ALTERATION Additions&Alteratioms to a Single Family Dwelling;Bedroom, Bath, Exercise Room, Patio,Hot Tub, Covered Porch, Wet Bar, Mechanical Room, Sauna, Storage Rooms, Decks,Basement,Hallway& Staircase,Balcony, Outdoor Shower, as applied for. A FEE OF $754.80 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Smith,Peter Address: 2 Montague Ter Brooklyn,NY 11201 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. REScheck Software Version4.4.3 Compliance Certificate Project Title: Smi /O eill essory structure Energy Code: 2012 CC c/ Location: uny, N � k t �° Construction Type: Single Family Glazing Area Percentage: 25% Heating Degree Days: 5999 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 1300 Edwards Lane Peter Smith/Patricia O'Neill Robert Brown Orient,NY 11957 Robert I Brown Architect,PC 205 Bay Ave Greenport,NY 11944 477-9752 FBDAInc@optonline.net Compliance:16.3%Better Than Code Maximum UA:288 Your UA:241 Maximum SHGC:0.40' Your SHGC:0.28 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home AssemblyGross - Cavity �cont� .. Glazing, UA or Perimeter U-Factor Wall 1:Wood,Frame, 16"D.C. -1109 19.0 0.0 44 Window 1:Metal Frame:Double Pane with Low-E 71 0.250 18 SHGC:0.32 Door 1:Glass ! 304 0.250 76 SHGC:0.27 ' Wall 2:Solid Concrete or Masonry:Exterior Insulation 386 0.0 10.0 30 Floor 1:Slab-On-Grade:Heated 88 10.0 62- Insulation depth:3.0' Ceiling 1:Cathedral Ceiling 384 0.0 34.3 11 Compliance Statement: The proposed building design described here,is consisgilding plans,specifications,and other calculations submitted with the permit application.The proposed building h e�ast1;2 eet the 2q12 IECC requirements in REScheck Version 4.4.3 and to comply with the mandatory requirement �'O ec' Checklist. V11 jl� Name-Title Sig tur =. '{ Date Y02.� Project Title: Smith/ONeill accessory structure Report date: 09/25/12 Data filename:C:\Documents and Settings\Fairweather-Brown\My Documents\REScheck\Smith Onelll.rck Page 1 of 5 REScheck Software Version 4.4.3 Compliance Certificat - DEC NOV 2 O 2012 Project Title: Smith/ONeill accessory structure Energy Code: 2012 IECC BLDG DEPT Location: Suffolk County, New York TOWN Or SOUTHOLD Construction Type: Single Family Glazing Area Percentage: 22% Heating Degree Days: 5999 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 1300 Edwards Lane Peter Smith/Patricia O'Neill Robert Brown Orient,NY 11957 Robert I Brown Architect,PC 205 Bay Ave Greenport,NY 11944 477-9752 FBDAinc@optonline.net • Compliance:16.1%Better Than Code Maximum UA:348 Your UA:292 Maximum SHGC:0.40 Your SHGC:0.28 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cqnt. Glazing: LIA or or D•• Perimeter • Wall 1:Wood Frame,16"o.c. 1109 19.0 0.0 37 Window 1:Metal Frame:Double Pane with Low-E 71 0.250 18 SHGC:0.32 Door 1:Glass 304 0.250 76 SHGC:0.27 Door 2:Solid 114 !w 0.250 29 Wall 2:Solid Concrete or Masonry:Extedor Insulation 386 0.0 10.0 30 Wall 3:Wood Frame, 16"o.c. 228 19.0 0.0 14 Floor 1:Slab-On-Grade:Heated '88 10.0 62 Insulation depth:3.0' Floor 2:All-Wood JoisttTruss:Over Unconditioned Space 200,k 22.0 0.0 8 Ceiling 1:Cathedral Ceiling 384 0.0 34.3 11 Ceiling 2:Flat Ceiling or Scissor Truss 200,V- 30.0 0.0 7 Compliance Statement: The proposed building design described here is consisten ith the building plans,specifications,and other calculations submitted with the permit application.The proposed building h o meet the 2012 IECC requirements in REScheck Version 4.4.3 and to comply with the mandatory requirement - Inspection Checklist. T I.6q Name-Title �Si _ D to 1 NEW�OQ� ik eonnec'f'1ovt Project Title: Smith/ONeill accessory structure Report date: 11/20/12 Data filename:C:\Documents and Settings\Fairweather-Brown\My Documents\REScheck\Smith Oneill.rck Page 1 of 5 REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2012 IECC Location: Suffolk County, New York Construction Type: Single Family Glazing Area Percentage: 22% Heating Degree Days: 5999 Climate Zone: 4 Ceilings: ❑ Ceiling 1:Cathedral Ceiling,R-34.3 continuous insulation Comments: ❑.Ceiling 2:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Where air permeable insulation exists in vented attics,a baffle(of solid material)is installed adjacent to soffit and eave vents.Baffles maintain an opening equal or greater than the size of the vent.The baffle extends over the top of the attic insulation. Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-19 0 cavity insulation Comments: 1 ❑ Wall 2:Solid Concrete or Masonry:Exterior Insulation,R-10.0 continuous insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Metal Frame:Double Pane with Low-E,U-factor:0.250,SHGC:0.32, For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.250,SHGC:0.27, Comments- ❑ Door 2:Solid,U-factor•0.250 Comments- Floors: ❑ Floor 1:Slab-On-Grade:Heated,3.0'insulation depth,R-10.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 3.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 3.0 ft. ❑ Floor 2:All-Wood Joist/Truss:Over Unconditioned Space,R-22.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Solar Heat Gain Coefficient: ❑ Solar Heat Gain Coefficient(SHGC)values are determined in accordance with the NFRC test procedure or taken from the default table. Air Leakage: ❑ Budding envelope air tightness complies by a post rough-in blower door test result of less than 3 ACH at 50 pascals. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Project Title: Smith/ONeill accessory structure Report date: 11/20/12 Data filename:C:\Documents and Settings\Fairweather-Brown\My Documents\REScheck\Smith Oneill.rck Page 2 of 5 F1 Wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. Air Barrier,Sealing,and Insulation Installation Criteria: A continuous air barner is installed in the budding envelope including rim joists and exposed edges of insulation.Breaks or joints in the air barrier are sealed.Air permeable insulation is not used as a sealing material. Junction of foundation and wall sill plates,wall top plate and top of wall,sill plate and rim-band,and rim band and subfloor are sealed. Comers,headers,and rim joists making up the thermal envelope are insulated. ❑ Insulation in floors(including above garage and cantilevered floors)is installed to maintain permanent contact with underside of subfloor decking.Exterior insulation for framed walls is in substantial contact and continuous alignment with the air barrier.Crawl space wall insulation installed in lieu of floor insulation is permanently attached to crawlspace walls.Inspection of log walls is in accordance with the provisions of ICC-400. n Spaces between fenestration jambs and framing and skylights and framing are sealed.Batts in narrow cavities are cut to fit;or narrow cavities are filled with insulation that readily fills the available cavity space. n Exposed earth in unvented crawl spaces is covered with Class I vapor retarder with overlapping joints taped. ❑ Air sealing is installed between the garage and conditioned spaces. ❑ Exterior walls adjacent to showers and tubs are insulated and have air barrier separating the wall from the shower and tubs. C] Access openings,drop down stairs or knee wall doors to unconditioned attic spaces are insulated and sealed. Recessed light fixtures installed in the building thermal envelope are IC rated,airtight labeled at air leakage rate<=2.0 cfm,and sealed to the drywall with gasket or caulk. F1 Duct shafts,utility penetrations,and flue shafts opening to exterior or unconditioned space are air sealed. F1 Plumbing and Wiring:Insulation is placed between the exterior of the wall assembly and pipes.Batt insulation is cut and fitted around wiring and plumbing,or for insulation that on installation readily conforms to available space such insulation shall fill all space between wall and piping/wiring. Air barrier extends behind electrical or communication boxes or,air sealed type boxes are installed. F-I HVAC register boots that penetrate building thermal envelope are sealed to subfloor or drywall. ❑ Fireplace walls have air barrier and closure doors are gasketed. Sunrooms: ❑ Sunrooms that are NOT thermally isolated from the building envelope meet the requirements applicable to the budding envelope. Materials Identification and Installation: F-1 Materials and equipment are installed in accordance with the manufacturer's installation instructions. L] Materials and equipment are identified so that compliance can be determined. Fi Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing LI-factors are clearly marked on the building plans or specifications. Duct Insulation: [j 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: C] Building framing cavities are not used as ducts or plenums. All joints and seams of air ducts,air handlers,and filter boxes 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 181B 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 air-impermeable spray 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). Air handlers have a manufacturer's designation of air leakage of no more than 2 percent of design flow rate. F-1 Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. (2)Rough-in total leakage test with air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. (3)Rough-in total leakage test without air handler installed:Less than or equal to 3 cfm per 100 ft2 of conditioned floor area. Temperature Controls: Ll 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. Project Title. Smith/ONedl accessory structure Report date: 11/20/12 Data filename:C.\Documents and Settings\Fairweather-Brown\My Documents\REScheck\Smith Oneill rck Page 3 of 5 F1 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: F-1 Equipment is sized in accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2012 IECC Commercial Building Mechanical and/or Service Water Heating(Sections C403 and C404) Circulating Service Hot Water Systems: Systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Pipes are insulated to R-3 when any one of the following apply: (a)piping serves more than one dwelling unit, (b)piping between water heater and kitchen or water heater and distribution manifold, (c)piping outside conditioned space,buried,or located under a floor slab, (d)supply and return piping in recirculation systems other than demand recirculation systems, (e)piping is>3/4 inch nominal diameter, (f) piping runs>30 feet having 3/8 inch max diameter, (9)piping runs>20 feet having 1/2 inch max diameter, (h)piping runs>10 feet having 3/4 inch max diameter, (i) piping runs>5 feet having max diameter within the run>3/4 inch. 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. HVAC piping insulation exposed to outdoor elements is protected from damage and shielded from solar radiation. Ventilation: Ventilation fans satisfy the following efficacy criteria: (1)Range hoods and in-line fan:2.8 cfm/watt. (2)Bath-/utility room with rated cfm>=10>and<90: 1.4 cfm/watt. (3)Bath-/utility room with rated minimum cfm>=90:2.8 cfm/watt. Swimming Pools and In-ground Spas: r-1 Heaters have an readily accessible on-off switch. Heaters operating on natural gas or LPG have an electronic pilot light. Lj Schedule-capable automatic on-off timer switches are installed on heaters and pumps. Exceptions. Where public health standards require continuous pump operation. Where,pumps operate within solar-and/or waste-heat-recovery systems Heated pools and spas have a vapor retardant cover. Exceptions: Covers are not required when 70%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Within permanently installed fixtures,75 percent contain only lamps that can be categorized as one of the following.Or,a minimum of 75 percent of all lamps within permanent 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 Exceptions: Low voltage lighting systems. Fuel gas lighting systems have electronic pilot lights. Other Requirements: Project Title: Smith/ONeill accessory structure Report date. 11/20/12 Data filename:CADocuments and Settings\Fairweather-Brown\My Documents\REScheck\Smith Oneill.rck Page 4 of 5 • r-1 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'c'). 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;and results from any required duct system and building envelope air leakage testing 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- Smith/O Neil I-accessory structure Report date: 11/20/12 Data filename:CADocuments and Settings\Fairweather-Brown\My Documents\REScheck\Smith Oneill.rck Page 5 of 5 2012 IECC Energy Efficlen-cy Certificate • s Ceiling/Roof 34.30 Wall 19.00 Floor/Foundation 22.00 Ductwork(unconditioned spaces): Window 0.25 0.32 Door 0.25 0.27 Heating System: Cooling System: Water Heater: Building Air Leakage Test Results Name of Air Leakage Tester Duct Tightness Test Results Name of Duct Tester Name: Date: Comments: REScheck Software Version 4.4.3 Compliance Certificate Project Title: Smith/ONeill accessory structure Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage. 22% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 1300 Edwards Lane Peter Smith/Patricia O'Neill Robert Brown Orient,NY 11957 Robert I Brown Architect,PC 205 Bay Ave Greenport,NY 11944 477-9752 FBDAInc@optonline.net e • • ,e Compliance:8.5%Better Than Code Maximum UA:319 Your UA:292 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Wall 1:Wood Frame,16"D.C. 1109 19.0 0.0 37 Window 1:Metal Frame:Double Pane with Low-E 71 0.250 18 Door 1:Glass 304 0.250 76 Door 2:Solid 114 0.250 29 Wall 2,.Solid Concrete or Masonry:Exterior Insulation 386 0.0 10.0 30 Wall 3:Wood Frame, 16"D.C. 228 19.0 0.0 14 Floor 1•Slab-On-Grade:Heated 88 100, 62 Insulation depth-3 0' Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 200 22.0 0.0 8 Ceiling 1:Cathedral Ceiling 384 0.0 34.3 11 Ceiling 2:Flat Ceiling or Scissor Truss 200 30.0 0.0 7 Compliance Statement. The proposed building design described here isconsi a building plans,specifications,and other calculations submitted with the permit application.The proposed building e�t;,rtm Bet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to comIt ry ments listed in the REScheck Inspection Checklist. �Q �\• Name-Title Sig �� Date Project Title: Smith/ONeill accessory structure Report date: 12/06/12 Data filename:C:\Documents and Settings\Fairweather-Brown\My Documents\REScheck\Smith Oneill.rck Page 1 of 4 'REScheck Software.Version,4.4.3 Inspection Checklist 5 Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,_New York Construction Type: Single Family Glazing Area Percentage: 22% Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling 1:Cathedral Ceiling,R-34.3 continuous insulation Comments: ❑ Ceiling,2: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: 0 Wall 2:Solid Concrete or Masonry:Exterior Insulation,R-10.0 continuous insulation- Comments:- ❑ Wall 3:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Metal Frame:Double Pane with Low-E,U-factor:0.250 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments- Doors: - ❑ Door 1:Glass,U-factor:0.250 Comments. ❑ Door 2:Solid,U-factor:0.250 Comments: Up to 40 sq.ft.of this door is exempt from the U-factor requirement. Floors: ❑ Floor 1:Slab-On-Grade.Heated,3.0'insulation.depth,R-10.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 3.0 ft.OR down to at least the bottom-of the slab then horizontally for a total distance of 3.0 ft ❑ Floor 2:All-Wood Joist/Truss:Over Unconditioned Space,R-22.0 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 budding 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 extefior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC Fated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering Project Title: Smith/ONeill'accessory structure Report date: 12/06/12 Data filename:C:\Documents and-Settings\Fairweather-Brown\My Documents\REScheck\Smith Oneill rck Page 2 of 4 I� 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: Cj Building 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 barrier are filled or repaired. (b)Ceiling/attic-Air barrier in any dropped ceiling/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. M Corners,headers,narrow framing cavities,and rim joists are insulated. (g)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: Ll Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing LI-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ 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: ❑ 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 handler 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 handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: r-1 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: Project Title: Smith/ONeill accessory structure Report date: 12/06/12 Data filename:C.\Documents and Settings\Fairweather-Brown\My Documents\REScheck\Smith Oneill.rck Page 3 of 4 '(j Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. F1 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. Swimming Pools: C] Heated swimming pools have an on/off heater switch. Pool heaters operating on natural gas or LPG have an electronic pilot light. 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. ❑ 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: n 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: Lj 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: Smith/ONeill accessory structure Report date: 12/06/12 Data filename:C:\Documents and Settings\Fairweather-Brown\My Documents\REScheck\Smith Oneill.rck Page 4 of 4 -• 2010 New YorkEnergy ' NJ/ Conservation Construction Certificate Ceiling/Roof 34.30 Wall 19.00 Floor/Foundation 22.00 Ductwork(unconditioned spaces): too Window 0.25 0.32 Door 0.25 0.27 Heating System: Cooling System: Water Heater: Name: Date: Comments: i 12 ATION ff z SANE P— ION REQUIRED Ily • ..� FINISHED GRADE EL B 16' ?AifKti�l`u'� It:; 'l1 EL 799 �, 1 vi '�.'�(c •t L,J :.'1: MIN FIT... WI FT/ FINISHED PITCII�DN. B'/FT E INV EL 70 4 INV EL 78 'Q GRADE EL=77 4' NV EL 77 5' 4 5CDN5 APPROVED / , 0,04t,.,.I T"`+:•pJt: .its 1.000 GAL --o'-MIN. 5EPNC TANK i0 -� 4-1•� / / : ("(I,:��>,i I INV EL 75 'A vt^,T I^, 'I f.r t'.:;�N':.'= -nom 5CDN5 APPROVED V �.•''- _ '<,- :I: I _ .:'? -'t'„J .. PRECAST 0'0 ,,;�+:\• ,. TCi�"t- \\XX//"i�-.i l-�_ \ I LEACHING POOL BOT OF LP EIEV 69 O' PROPOSED SEPTIC SYSTEM DETAIL" Bim° N T 5 m Y \ \ A. \ (Bor¢®TESmoLE) EL63 0 MO WATER)CC [ TMENTOFHEALT OU14TY©EPAR$dFFOLKE ''' ROVAL OF CONSTRUCTION FOR A PERMIT FOR APP cop _ - n IK" M.S.REF 1V0 ' L ,- 1' t DX O A^IK LP FE ��- .TI,: I APPROVE® C" j C;11 / TOTAL MM56-,',j BED ROoa�S FROM ?ATE �APPROVAL _ �� l THREE YE. "=`;��� Or, SLI(�a:E�, �, / EXP4RES YEARS .�, mus PC,'CONIC SURVEYC' ('r `C, =APRIL 1� ^I% 91RECEIVED to t't:!Y)atl°ww JRl�YEU f0 i' i ;t;,`',?irr•,1 PEI c„SMITrt SUFFOLK COUNT/Trak NAIA' �i� � er�:t;�(t;r'F�'p.,• rJ%` i�:;C;-i�;-�,3-`� � � to jh3 p /T AND S'TE I?d�" L,TI{:;d `'1NE AK:CHITECi / i P.Ct `1 ' is Kik CO ` �a lim ed 50-y- 2 62 appw for 4�er3 P n TNi :YcIS PtG} \ o, ik:Er� = ?.:;f3� �.= S / / aded 1cwmadmT u ertcrr�ce�r � SUFF.CO.HEALTH SERVICRS su\ ✓> / �q asto fe on w OFFICE OF WASTEWATER WATER z 6€ en nyor vraw tacA`itss t w '%`r`IdT c /' IT IS AViOLAe ION OF THE �t� D ARe iT LAW FOR ANY PERSON, kP UNLESS ACT ING UNDER THEAlDIRECTION OF A LICENSED Q Qo y N ARCHITECT TO ALTER ANY - = �TEAP,ON THIS DRAWING IN AMY WAY.ANY A, THORIGE® E n ALTEFEAT 10 rIr"<<JS T BEypQ� C� % v S E4O"7ED,SEALED,AND p ESN DESCR! 3-ED GN ACCORDANCE WiTH—1 HE UAW. ,- ��' f-?OWN ���N ITECT, F.C. SMITH //O'NF=IL Rpt, I o!", , ;�� j N F TNER DF51GN A5SOCIATf5s INC. 0-7107-'20 , 205 1-3 AX A`�'LI\!'t F/ 2 / \ / SCALE: 1 = �0' RE='J 'C�R- , J.Y. I ` E3 1 -47 -9;'52 (` xi C3 I -47%-097 J >.,SY EXdAVATION INSPECTION REQUIRED FOR SANITARY SYSTEM 13-f HMTH DEPARTMENT X, T �-,T tl&-f Mc)ONP 0 )APr\ LO-kM 0[ F1 3 NISHED FIN15HED 0 0- GRADE EL\7711- GRADE EL- PfrCH 114.1 `,61- 61- INV ELO INV OLOO PITCH 1/6' ff W EL OO INV EL 0 0 5CDdS APPROVED i1000 SCDH5 APPROVED -AN:' 5V,' 1 000 GA- 6�MIN rREcA5T Bo LEACHING FOOL 8-170 GROUND WATER "ALE 5R,)&N 5 L I y V T---T-UQ Tcl PROPOSED SEPTIC SYSTEM DETAIL 'A]ff F NE 10V :115 -AEt4T OF TH SERVICES SUFFOLK COUNTY DEpART. HEAL FORAO = rI%l 0 AppROVAIL OF CONSTRUCTION PERMIT FOR N� F t 0A 0 1:1 Y-11 1 2 0. DATE 6 <—1105f-p 14-11V c; ,!z APPR E FOR 'Aumamnooms A - ,�, =cV H ��. ; t.� ;y ' ) \` \ 261 FIRES THP YEARS FROM DANE PP EXP DA�)tD ON Services '�'CON-(-•`LRVff'!C- DAI-70 AMIL 12, cou 0 padmentef Hsi $ to the ff f ER 5 M 1 T r4 Red soley. ct Irk r� 1;ffl-0 L 1',C'0 LJ n wbi its prole w�/1,\x The q)pmwal tor OlAs Pr*-c"s am NO 1000-18 033 c) 2 adftd in conflecdo 0 -ra"Verbl""k83 no 61\3 INI Fff A-,0' Fi-Cr Otago as to no odscrjm mpmw anew Waal facwos an sl* "raw IT IS A VIOLATION OF THE RED AR _,0 LAW FOR ANY PERSON, F S Nr DIRECTION OF A LICENSED UNLESS ACTING UNDER THE ARCHITECT,TO ALTER ANY !TEM ON THIS DRAWING IN ANY WAY ANY A, THORIZED N AL71 ERATIOM MUST BE ).0., 0� NOTED,SEALED,AND 1634 y0Q 'BED IN ACCORDANCE 0 DESCM w E '1:"t TP, F,0 E3 If 1 :"t��OWN ARC�lfflf 5MITH 0 NE�L -11L S N A550CIATE5. INC. Kff V. ("'8/ 1 31�K2 ' RECEIVED 205 DAY AVLF-NUc 07/1"')'7/20 2 C - - GREFNPORF. N.Y. 1 1944 C 5//A `2 50, AUG 16 20 1 G3 1 -47'- -9752 (Fax) tG-)3 1 -477-0,973 SUFF.CO.HEALTH SERVICES ugrEFICE Of WASTEWATER MGT. SCDHS REF # R10-12-0046 SURVEY OF PROPERTY T ORIENT . N/0/F SNO BO LLC TOWN OF SOUTHOLD SUFFOLK COUNTY, Xy (VACANT) 1000-18-03-9.2 SCALE. 1'=30' APRIL 5, 2012 271.97' (DEED) APRIL 12, 2012 (ADD177ONS)N59'50'20"E MAY 18 2015 (FINAL) AUGUST 18, 2015 1 EL �i.8' m 271.86' ACTUAL ' co � � `= \ NOV. 29, 2016 (HEAL 7H DEPT. REVISIONS) } 7- CA k x—x X—x X CH XN UNC FENCE X X X X X V AUGUST 30, 2017 (HEALTH DEPT. REVISIONS) co NK OO I k Os TENNIS COURT k I I Ik k cD �� 201 CHAIN X ac�X CHAIN LINK FENCE POLTM 0O - _ X t DECK my 0—'�W1RES x E),- yv00 � a 24.2 sH u ----- FRAME N59'S0'20"E ri 10.3' Y -� _ _ PoiTY FRAME N FSU1LFi1tiG PIPE GARAGE N 120 50.04' ACTUAL 0 �� N 50' (DEED) to A MEETERIC TEST HOLE EL 90' 2 Z �'s O rn Z :zi 00 O W ?`" a 93.3• ASp \ 0 OCD N 13 3 n ONE WA S NACT O 15• � OfCK R) W� \ • ,o AZ Z Z Z !Z N 9.9 m ?25 w (7, E==3 to 0 Q 20,5' i 14.r 6.5' �E $T� F 9g MET'uxy x.\ Oa . ME H + rn �£ Ubu PJ 0 1 \ F� r--- A l 1�' S 0 EL 90.f' Sp ..+ STS T1 OF' �� ?U 6. x.5.0 jI > PAnO { t.._1 _ N r- ac PU4P f , . ' ANT' POOL 1 O b � o � � p �`-' c^ i x PA 770 \ o�� N 59'50'20"E 90 WELL 50.11' x-'�x� EQ. s ° EL 56.0' _XT�_X��X 00 Dcck } \ i JrOU I 0 �Rf X-1 C) ' Z -,i SFIOgFR 'r X v� Qi 00 3i N � � O C SUFFOLK COUNTY DEPARTMENT OF HZALTH SERVICES oGiJ �p O I ; APPROVAL OF CONSTRICTED WORKS FOR I ( A SINGLE FAMILY RESIDENCEZOE Qq P ;0 ;� dat e 2 7 2L�}�_ H.S.Ref.No )0 -/2. �n N59'50'20"E 94.82' 0 0 I 'i The semage disposal and v.zi'.er supply facWties at this kc on haw be.-.n° EL 50.6' Inspected ar Zd r certified by th s Department or Other 2�*rcics and found to r - O I (11 be satisfactory FOP,A MAXIMUM OF, BEDROOI.fa.Cq -+t> b 0 Co o ) -� ` O I i 0ic IC Ci V.ri:JI :','air.•I"'f c'n geT,ent V Lr- o I i Pr;V Je W� I/ h 1�1, /V I/`( 1 r, ` EL 60.6' J I 3i 1a PIPE U I I 1 522.88' j WELL I EL 48.7' J WELL \` t4 PIPE S55'58'00"W EASEMENT P DIRT a GRAVEL DRIVEWAY \ 2 b m n RIGHT OF WAY0. LOP... o Zo ;ELL \ � N � c 0 i N/0/F RALPH & CATHERINE CASLENOVA \ O COUNTY OF SUFFOLK (DWELLING) S.T. A TEST HOLE DATA -o BY McDONALD GEOSCIENCE Z �1$1 tn� o�o�0.� ELEVATIONS REFERENCED TO AN ASSUMED DATUM ON 2/9/12 250 I am familiar with the STANDARDS FOR APPROVAL _ 1. DARK BROWN LOAM OL AND CONSTRUCT70N OF SUBSURFACE SEWAGE 6, BROWN SILTY SAND SM SEPTIC LOCATIONS g,0�� DISPOSAL SYSTEMS FOR SINGLE FAM/LY RESIDENCES � and will abide by the conditions set forth therein and on the PALE BROWN FINE TO COARSESAND SW permit to construct. A B --- 12' ST1 16 18.10 f , The location of wells and cesspools shown hereon are , �, � from field observations and or from data obtained from others. PALE BROWN SILTY SAND SM ST2 20' 17.4' ' n ANY ALTERATION OR ADD1710N TO THIS SURVEY IS A VIOLA 710N __ ts' � �'` '°' OF SECTION 7209 OF THE NEW YORK STATE EDUCA710N LAW. LP1 29.6' 30.0' L/C. NO. 49618 EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS PALE BROWN FINE TO MEDIUM SAND ECbldlr :Std RS, HEREON ARE VALID FOR THIS MAP AND COPIES THEREOFP.C. ONLY IF 25' ( �!6 FAX (.C. 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 0 WHOSE SIGNATURE APPEARS HEREON. No WATER ENCOUNTERED P.O. 9 1230 TRAVELER STREET SILTY SAND AT 27' AREA=2.9882 ACRES SOUTHOLD, MY 11971 12-142 I 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 1 6 17 ISSUES/ REVISIONS �A K po M 40 _ e 4 I P" -1 -4- -i- -❑i -i � 1- 1 0 I, 3-5 1/2 9-7 1/2 9-I 1 O 5-2 1/2 9-6 qll ►„� 4'-G 3/4" o m � ` • C G'-O" i NT� 4 DECKDEC.5, 2012 68NEW SLIDING GLASS DOOR6" 668 Plow LIVING ROOM , r STRIP WHITE OAK NOV.5, 2012 FLOORING WITH (3) COAT DEN POLY FINISH (SATIN FIN.), PER r SEP.3, 2012 O o REMOVE SIDING AND HANDRAIL TO MATCH SHEATHING FROM EXISTING' N EXISTING IN HOUSE WALL PROVIDE%z"GYP, BD. p" G I � JUL, 26, 201 2 MAR.29, 2012 MARBLE P t 5ADDLE.� HALLWAY — — — — — — — — - jTILE AMI \ 2CO� 6 G" O \ „ rPER C)2012 ti I �,,� FLOOR. v U - \ REMOVE EXISTING WALL, ALL RIGHTS RESERVED � ( � I�! N 540 R STORAGE ROOM w t` \ \ RELOCATE SLIDING GLASS / BECK 8'x 5' L 5 1/2" DOORS AS INDICATED _ /�, LINE OF PATIO BELOW THESE PIANS ARE AN INSTRUMENT OF /®p\ �J� �) SERVICE AND ARE THE PROPERTY OF \ PANTRY / THE ARCHITECT, INFRINGEMENTS WILL 5/4 x6 STK. CEDA DECKING 5'-O I/2" \ \ i SHELVING BE PROSECUTED. �� I 0 5 I/2" 8'� � 8'-I" � PALLETS OVER EPPM ROOF m i \ \ \ pmm \ 1 - 1 3'-5 1/2" 7'-4" 5 1/2' ' 13 1/2uEXISTING DOORS 5EF DETAIL 2-A5/ / \ RELOCATED \ Q r 16'- • t �.\ \ \ t I O" 7' 1 -5 112" 6�-7 0 i �� UD \ @ ROOM n ISM HANDRAIL-\ / \F _ 0 \G� ill w DECK D F \X ffIRST fLOOR PLAN z , � SCALE: I/4 —I -O / CLIENT/OWNER EXI5TING EXCEPT A5 INDICATED p,� DIMING ROOM tIM► r� SMITH / O'NEIL II \ „q KE5IDENCE pmq PRIVATE ROAD 8 AMC ORIENT, NEW YORK \ pmw r /o/ ;5 PROJECT TITLE Vi DEC `• , ,,l� ��'_- �2 !� _ rA+ PAT'S FOLLY NEW ACCE550KY C STRUCTURE • w DRAWING TITLE r FIRST FLOOK PLAN OF T NZ �r '10!-ALI -IT, i'+r��-4 ;w-� (;�'`�•(i;,r';-.-^E, ,�`, PRINT DATE SCALE .r. C q`•; r tT€`;."C°:''s�p�s,^[t., ,.'.� E�! I/4" T IO" r:r � _7 L:r.a•..,._.FF. ,.rryty [ f' �14P! 15SUE ,•t ' D I"°A C0 2D.sAINSs^�, Am JUL. 26, 201 2 r .,•.{ ^� DRAWING NO. pmq • D ARuf,f�� � pm REF. NO. i2 I 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 1 6 17 ISSUES/ REVISIONS az ' K p" P" I ATTIC r Isl u UP • r STUDY 'M1 '1 �I p JUL. 2G, 2012 G _ LAUNDRY 1:ED) MAK,29, 2012 rPER 02012 �— ALL RIGHTS RESERVED THESE PIANS ARE AN INSTRUMENT OF \� SERVICE AND ARE THE PROPERTY OF dn THE ARCf11TECT, INFRINGEMENTS WILL \ \ rn BE PROSECUTED. O 010 � zz MASTER BATH � UNHEATED � • / BEDROOM ENCLOSED rrnn BALCONY 0 — J • BEDROOM I®■I \ i � II \\ II MASTER BEDROOM CLIENT/OWNER letI SMITH / O'NEIL r" RE5IDENCE pm PRIVATE ROAD 8 ORIENT, NEW YORK rpt pm w I� M1 I� PROJECT TITLE M�1 ' PAT'S FOLLY NEW ACCE550KY C 5TRUCTURE DRAWING TITLE EXISTING SECOND r FLOOR PLAN U P P E K LEVEL LA FLOOK PLAN cb,:I_F ^ ; tr_ �'� B A .'CilliEc"r'T nL•x'--�, .`, PRINT DATE SCALE ON THIS 1/411 1 1-011 SCALE: 1/4"=1 b" A3 ANY''<II AY ANY p_ ;mss ISSUE A DEC. 5, 2012 w.; lmw !! JH TI I :!f V r. IMS poll DRAWING NO. A C t G r7l A A, REF. NO. tC 5 2112 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES/ REVISIONS NAIL IN BASE r OF CHERRYTREE � ENCLOSE POOL TO COX + UPON COMPLETION v'sy°,/ BEFORE"WATER" J / DfZAi NAGE CALCULATIONS "'� ' � o- yk • rap- r.. e S' ADDITION : G26 51'. �+ p. S PATIO: 38G 5F. PLUMING / 1 RO g�o C ALL PLU"."?;;.G WASTE • PIPE SO, 10 14 51 . X II .x 0. 17 - 172 C. f. &WATER LINES NEED TESTING BEFORE COVERING °� PROVIDE ( 1 ) (5'0 x 4'-G"D DRYWELL ( 190. 1 C. F.) MOO PLUMIBFR CER TIFICATION Oak ON LEAD CONTEN)'BEFORE \ \ CERTIFICATE OF OCCUPANCY �► SOLDER USED IN WATER ' EXISTING PP � �Nv \ SHED TO BE SUPPLY SYSTEM CANNOT V'l' F�NG� RESIDED. EXCEED 2/10 OF 1%LEAD. xGpvGARAGE NN\5 N \N� TO BE TEST HOLE. \ GNP\ RESIDED. EL 90.0' / DO NOT PROCEED 0TH 09 FRAMING UNTIL SURVEY '�w~r 0 FOUNDATION LOCATION! A °gyp- Nva `�P \ HASBLIEN APPROVED. vm I~ NOV. 5, 2012 lN0 \� \ DECK EL RETAIN STORM WATER RUNOFF �-- POLE , v�2N�P0 PROPOS FD EL 89.2 EX1 TIIWAY\ PURSUANT TO CHAPTER 235 Mom O OF THE TO D 'r�r JUL. 26, 2012 G / �� LOWER F.F. EL 79.6' \ \ WN �� E• L MAR.20, 2012 / /O X� @ ENTRY6. I' EX PP �, S 6„0 �S��N ��p COr��PL°,� Vt�I±H ,ALL CODES OF • Opp O NEW YORK STATE & TOWN CODES EL 74.2' EXISTING P 0, , AS REQUIRED -' ' 2 STORY ' \ vlv i 1 PON 02012 ALL RIGHTS RESERVED PROPOSED HOUSE. - � �, "� ,OLC'TO;�'VZ�1� � EXISTING I a NEW PATIO. . , ,,�;, , , THESE PLANS ARE AN INSTRUMENT OF ll DECK. ,Ol IN ��.,\ G BOARD IRON S I 11 ^, i j/N SERVICE AND ARE THE PROPERTY OF �c EL 77. I' 100 L. �'' PIPE c �. JC�, .r”w !J�i'r1,'C?R�v"�` � THE ARCHITECT. INFRINGEMENTS WILL O o 10 IC L. LP M BE PROSECUTED. ,� ��-- EXISTING I S lA I DECK. EXISTING) NOW FUTURE SEPTIC. 2�� \\. \ `S�j 0.4 OCCUPANCY OR ly 15p LEACHING POOL � \ \ F USE IS UNLAWFUL • BASED ON SURVEY Y: POLE �! I\ \ /� - NAo PECONIC SURVEYORS DATED APRIL 12, 2012 I-I` OU I� IIF I�` gT PROPOSED NEW SURVEYED FOR: al. rr PETER SMITH .. SEPTIC SYSTEM FOR ACCESSORY SUFFOLK COUNT( TAX MAP �j 0 \ STRUCTURE ONLY. NO. 1000- 18— 3-9.2 O� \ - AND SITE INSPECTION BY THE ARCHITECT / \ ` �� WIN\ pm O AREA = 2.9 82 ACRES \ \Fyo \ s - X20 �� `,FS I'.,`•i irY D.. =IST AT / \ \ j 1= c F`.` _ rn,1 t=.r'� THEW CLIENT/OWNER r- ` \ O/ _ '• ' _ i'y^,. , \\ T \ / \ EA5EMfNT� ar,1 i / \\ \` \/�, �� i'n..,r+r-r, �i ''rip-tom 1 '7 Ft PLUI!'.'7I,,!G r~ 2 '9 "'" " 1* 00 SMITH / O'NEIL P \ \ O� \ `, / ® POLE° � ' \c:. i'i!-1r i[�^a ��v!�- ` RESIDENCE ._, �;:NAL t .o. � D 3� \ pw PRIVATE ROAD 8 l �' t- ORIENT, NEW YORK t � 1 : ._i'�„”=ivies C�i�lN!EGC�C SOFt�;-:lr! ^�O _<' O \ NI-WK ��'111�, C!nj �'_ ry'li!V�i ,LC I-0M V / - LL 2 / / / \ n -- �� N. 2 0 ? 11/ 7 / -- - `.`.. / \ L / / C', , ~ PROJECT TITLE > ENTRY EL.87 T PAT'S FOLLY p20 / \ Q / 3"0 VENT f' l� SINK I ��D AR^;%� � f �p 0 �� OILET I .��� -QTc` DRAWING TIT I 4 <•� O Cp. \ FIN.GRADE z (� , ��° rP, -r SECOND FLOOR EL. 8 I.6 `�! r i' r_, 0 �� �� �1 \ \ j ELO79.5pmq P 0LAB - * r, �f .6.0 SITE PLAN 2 I 3 ± FIN.GRADE ` EL. 80.4 j I.E. 78.5 N� ` 1 '\ �� ✓ OUTDOO �\ R� Gj wEr C.I.SLEEVE UNDER FOOTING. �` o" PRINT DATE SCALE 5NOWER BAR C e- IRON S NK I I.E. 78.0' Z ` ► z .` AS NOTED _ PIPE u SCDHS APPROVED I. i7.4 �j o: ISSUE A JUL. 26, 2012 1,000 GAL. 8'-0" MIN_ _ SCDHS APPROVED NOW T FLOOR SEPTIC TANK (2) PRECAST 8'0 x G'D M DRAWING NO. TO NEW SEPTIC SYSTEM LEACHING POOL I� • SITE PLAN � I- E71.4' P L U M B I N G R 1 5 E R \ 8'-°" - -� SCALE I "=30' 0" 5 O GROUND WATER A^�r A FOR NEW CONSTRUCTION ONLY NOT To scnLe �RO F O5 E D 5 E FT I C 5Y5T E M DETAIL m ELEV. pmq BOT.EL. @ TEST HOLE G3.0' REF. NO. N.T.S. I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 ISSUES/REVISIONS K M v v b �1 J b N L STONE FACED REINFORCED CONCRETE RETAINING WALL. A N LINE OF PATIO BELOW — (2) 2"X 10", CLAD ' NOTE: LENGTH OF — COLUMNS WILL VARY r I — . . _ . . _ . 1.'-.4"�. — • BASED ON SLOPE OF 1'- - I '-0 1/2" C l7vL�� �C��1"� 3'-0 I/2" GRADE �3'- 9'-I I 5'-3" PAIWOI/2" -I I_" 5'-3" 10'-2" I5'-0" � 3'-5 112" r N - OUTDOOR I D LINE t�F BALC NY ABOVE. NOV.5, 2012 _ =_ -- N SEP.3, 201 2 CONNECT TO 5 Ill" _ EXISTING DECK17— � d N I I EXISTING DECK G ABOVE I I o JUL. 26, 2012 MAR.29, 2012 _ - - -- - lD N I b C I I _ �o A3 x EXERCISE ROOM N O UP - — 12'x14" o - N i N t®1 ©2012 cv — 9" = ►- ALL RIGHTS RESERVED — y — -- — MECH. EQUIP. Ln r I STONE PATIO p THESE PLANS ARE AN INSTRUMENT OF In 4" 4 m I HARDWOOD _9I. cn 16"X 8" EXISTING FLOORING OVER ®o BASEMENT WET BAR ✓� SERVICE AND ARE THE PROPERTY OF PA 10 I I - 4" CONCRETE SLAB ON GRADE OVER I I BASEMENT VENT I I CONC. SLAB _____ /� THE ARCHITECT. INFRINGEMENTS WILL 6 COMPACTED SAND. THRU-OUT. I 4"CONCRETE SLAB ON I c�z ISI G DE VER 6" M PROSECUTED. CO PA ED SAND. I I x N I ��i' _ ��'► f CUT 3'0 WIDE X 80" H. N D i i A5 `I'% omk PASSAGE THRU N I � 1'-9 3/4" EXISTING FOUNDATION I 5[- DETAIL 3 STD, STL.WT.-2WALL i" O �j N L J S NEW BASEMENT A3 I 6'-6" I I CONC. FILLED. b UNDERPIN II I FOUNDATION OAND FILL IN WITH PROVIDE 3-5 1/2 7'-4° 7-4" p 3-'"0 5TD.WT. 5TL. COL., I CONCRETE BLOCK WALL ON I O r m I CONC. FILLED. NEW FOOTING AT NEW HEAT TUBING IN m SAUNA STORAGE ROOM I I ENCLOSED PATIO _ P BASEMENT LEVEL I I 4 , PROVIDE 4"x6"x2"TOP I xv A AREA 8'x 5' 8' x 5' BOTTOM FIANGES(WELDED). I p BENCH � PROVIDE RADIANT D I TIN LAB A3 10'-0" SHELVING HEAT TUBING IN RECESSED FOR I L — — — — — — — — — — — -i EX S G S p PON ENCLOSED PATIO - -- �\ v ON GRADE I HOT TI 5 _ AREA L � -- m I I' 0 C� '� p �p STONE PATIO M®I C. .SLEEVE F R ( 4 H USED IN I` \ \ � O 'I I � ( I I I'-I" 6'-7 I/2" cli I �" � � CLIENT OWNER X 8" \ BASEMENT VENT I � I 7eL- II PROVIDE NEW CONCRETE II _ FOOTING/PIER FOR DECK SUPPORT. \ o ,{, FWG 16 611-4 I 1 SMITH / O N EI L N LOCATION TO BE DETERMINED IN \ �y PER FIELD \ \ -- - -_---- - RESIDENCE - - - - - - _ _ __ _ - - - - -1 Ln \ PRIVATE ROAD 8 D 10-011 -� lo'-o" 3'-011 Pow ORIENT, NEW YORK , I i ST REINFORCED CONCRETE RETAINING WALL. 24'_°" LOWER LEVEL FLOOR L " � pm 12" 12° ALL NEW CONSTRUCTION SCALE: 1/4"=1'-0' A I , "m PROJECT TITLE L — J- N ." EXISTING DECK r1®1 PAT'S FOLLY ellit C FOU N DATION PLAN 2 SCALE: I/ "=1'-0" I ;,� I� ALL NEW CONSTRUCTION DRAWING TITLE r r F- FOUNDATION PL,^.N BASEMENT PLAN 13t ppl PRINT DATE SCALE F":.. 114" = P-0" 77 ISSUE A JUL. 26, 2012 FD AnCN/T�\ pFO\��C,' ' DRAWING NO. •moi:- t 1 FA REF. NO. I 23 5 10 I I 12 13 14 15 16 17 ISSUES/REVISIONS ry 1 �1 1 1�1 M 0 �I P" "low pm AskW P J p A ----- NOV.5, 2012 3'-5 112" 9'-7 112" 9'-I I" O 5-2 112" 91-0" 11 5EP.3, 2012 4'-G 3/4 i I I I I I I I I I I p=4mo JUL. 2G, 2012 G MAR.29, 2012 m ALL RIGHTS RESERVED r � ;n ; I I � ©201 2 3 G'-0" - N _ — DECK LIVING ROOM � THESE PLANS ARE AN INSTRUMENT OF 4 CA 6" 4068 N NEW SLIDING GLASS DOOR SERVICE AND ARE THE PROPERTY OF 6" c\ ___— -- /* THE ARCHITECT. INFRINGEMENTS WILL t _ � BE PROSECUTED. m �. G6GB �\\ / I 1 v 9.. STRIP WHITE OAK 4. 9.. � 1- FLOORING WITH (3) C!:,,T I� POLY FINISH (SATIN FIN.). cz I p REMOVE SIDING AND x = HANCRAIL TO MATCH SHEATHING FROM EXISTING (n EXISTING IN HOUSE • B I N J III — WALL PROVIDE 2"GYP. BD. LL- , A3 ^ I MARBLE \ (� r SADDLE. .7 tow L - --- - - HALLWAY J—� M�■�11 in TILE N77 FLOOR. 1 SH ER REMOVE EXISTING WALL. DECK — $A H STORAGE ROOM N r RELO)CATE SLIDING GLA55 � LINE OF PATIO BELOW I — — _ E A N 8 x 5 5 I/2 \\\ DOOIRS AS INDICATED 0 - ® SHELVING 3 r ( , A3 5/4"xG"5TK. CEDA DECKING I o 5 1/2" 8' 8'-1" 5'-0 1/2" \\ PALLETS OVER EPDIM ROOF m 7'-4" 5 112" 3 I/2" CLIENT/OWNER 'SEE DETAIL ]-A$ EXISTING DOORS RELOCATED \\ rn \\ owl SMITH / O'NEIL s 10" 17-5 I/2" 6l-71 - I / % �e7 �.�i \ `moi RESIDENCE Ai PRIVATE ROAD 8 D � HANDRAIL ' ORIENT, NEW YORK I � DECK - - - - - - - - - - - - N D A UPPER LEVEL FLOOR PL4N 2 L . \"� ISI PROJECT TITLE ALL NEW CON5TRUCTION SCALE 1/ 1' 0" A I Im" PAT'S FOLLY DINING ROOMf .. C I DRAWING TITLE A FIRST FLOOR PLAN 1.5 ►' . .` �, g' mq l PRINT DATE SCALE ISSUE JUL. 26, 2012 AIr q, 1� DRAWING NO. ,EG ARCN,,iT `>> AA PRO �c * 1e M REF. NO. I 2 3 4 5 6 7 9 10 II 12 13 14 15 16 17 ISSUES/REVISIONS 4V 1110 �Ir K�r 'etil e mull M r v d �I P-4 ........... J I Alm CLWINDOW I� 5'-0" f n VIYONTIK16 HOUSE eA E 6':x6" POST - - - 0 Q c,< 0 CLAD INW - I +��� _ 3/4"CEDARLLI _ c+ ,o i/%j;i ' NEW BRICK PATIO mill NOV. 5, 2012�' 2" 0 50NOTUBE ON 0"x2'-0"x I'011D CONC. r — — — — — RELOCATE- ii PERSEP.3, 2012 OOTING MIN. 3'-0" STEP DOWN ELOWGRADE - - — — — —I INPATH z G � r JUL. 26, 2012 EXISTING WALKWAY MAR.29, 2012 N O R T h ELEVATION m I AND GATE. • SCALE: 1/4"=I'0" A4 V2012 ALL RIGHTS RESERVED O THESE PLANS ARE AN INSTRUMENT OF Q j/M SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL M BE PROSECUTED. eeA r ^j N0RTH ELEVATION 3 . SCALE: 114"=P-0" A2 • s � Mel E ool Meee� r rr' � CLIENT/OWNER r M► SMITH / O'NEIL RESIDENCE CUSTOM TRANSOM eie PRIVATE ROAD 8 a-o"x2'-6" ORIENT, NEW YORK e� e-� PROJECT TITLE eo rel PAT'S FOLLY <15T G m �/ DECK ler 'lo I I I I i • P_z m— cA J eel � `• DRAWING TITLE STONE FACED ELEVATIONS STONE FACED REINFORCED REINFORCED �51� O�`LO CONCRETE CONCRETE RETAINING WALL. r"::,..�.'�",',.r.".,";'' 1.`°'^,' "'�-�,'.- s � RETAINING WALLplo I� R/ o PRINT DATE SCALE STONE PAVERS. ~ M. olp 4 L_ ISSUE JUL. 26, 2012 CEMENTITIOU5 STUCCO ON POURED CONCRETE FOUNDATION. M DRAWING NO. PON moll �^ f U `�a ► ti ".F 1 WEST ELEVATION r2POOPA SCALE: 1/4"=I -0" A 2 e REF. NO. 1 2 3 4 5 G 8 9 10 11 12 13 14 15 1G 17 ISSUES/ REVISIONS �;k at® rr 1 1 1�4 GO#SPLIT SHEET ASPHALT/ M FIBERGLASS ROOFERS (TYP). (GAF OR EQUAL) CEMENTITIOUS 1"xG"TRIM BOARD. OF WALL OF WALL pw W Oak POP i� Oak 4w • `� ` NOV. 5, 2012 IF 5EP.3, 2012 r^ 00 JUL. 26, 2012 G MAR.29, 2012 • EAST ELEVATION 4 r^ ©2012 VIEW FROM DRIVEWAY SCALE: 1/4"=1'-0" A2 ALL RIGHTS RESERVED ~ THESE PLANS ARE AN INSTRUMENT OF jA SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL M BE PROSECUTED. NOTE: BIDDERS TO PROVIDE SEPERATE PRICE PER! FOR REMOVAL OF ALL EXISTING SIDING AND err FURNISHING AND INSTALLING ALL NEW VERTICAL ,W TONGUE-IN-GROVE CLEAR CEDAR SIDING TO 4w^� BE STAINED. PROVIDE NEW PRE-PRIMED FINGER JOINTED PINE TRIM THROUGH-OUT Now i ®I L I®I r � CLIENT/OWNER I' r SMITH / O'NEIL ;®; RESIDENCE Ll I A PRIVATE ROAD 8 D ORIENT, NEW YORK I�1 G"xG" POST \�h CLAD IN L 3/4" CEDAR I owl PROJECT TITLE Ll Ili EXISTING WOOD PAT'S FOLLY RETANING WALL � �1 5'-0" w it i � • �"'�7"I �•I DRAWING TITLE �I _pm ° ELEVATIONS V 3 p!!t PRINT DATE SCALE CEMENTITIOUS STUCCO ON ° POURED CONCRETE FOUNDATION. ISSUE A JUL. 2G, 2012 VOW o1 DRAWING NO. o k < �` pw SOUTH ELEVATION pm SCALE: A SCALE: 1/4"=1'-0" A 2 A-. REF. NO. I 2 3 4 5 6 7 ( 9 10 II 12 13 14 15 IG 17 ISSUES/REVISIONS ^t j^ �r �w 1 1�1 SEE DETAIL 2" RIGID INSUL. TAPERED CORNELL CORP. THERMACAL 1, TO EDGES FOR DRAINAGE ATTACH 3"X 8" LEDGER TO 7" RIGID INSULATION R-34.3. EXISTING STRUCTURE. ATTACH EPDM ROOFING MEMBRANE NEW RAFTERS WITH 51MPSON F" - PROVIDE CANT STRIPS\AALL JOIST HANGERS • 2"x8'• Rp TER5 @ 1 G" 0.C. pR 55ED ( EEXPOSED) 2"x 10" @ 16"O.C.-a- R-30 BATT INSULATION EXISTING EXTERIOR WALL 1/2"GYP. BD. REMOVE EXISTING SIDING AND GUARD RAIL TO MATCH SHEATHING, PROVIDE 1/2" GYP. BD. EXISTING AND DECK TO BATHROOM STORAGE R00M MATCH HOU O K� 2"x6"@ 16"O.C. s ATTACH 3"X 8" LEDGER TO FRAMING W/2"GYP. EXISTING STRUCTURE. ATTACH ►.� EPDM ROOFING BD. IN51DE AND 2 NEW FLOOR JOISTS WITH SIMP50N wo "CDX PLYWOOD J015T HANGERS I® I I R-22 BATT R- 22 BA TTRATEDSHEATHING 2x8r 12oc INSULATION INSULATION N II UNDER SIDING. NG. it I� " . F 1 rl 1 t r �'v r' ✓��!' 2x8 16 O.C. r II I nvr,vr.w;r�-i r'�j rrr ,�^ 21 Y_''y_�_ !_tt'i.'i rL1J_+_r_rM c 21 2"x8" @ I G" O.C. IOP 112" GYP. BD. r H R-3015IN TION } 2"x4"@ I G"O.C. GYP.BD. EXISTING FOUNDATION WALL 2"X G"WOOD : WITH ��� FRAME WALL . AZEK 11 S Z ING EACH SIDE. • r SAUNA STORAGE 2'GYPE5D. ON FIRRING5 STRIPS I�vl WITH I"'RIGID �►► 2°PAVING STONE ON INSULA".TION. G"CONCRETE SLAB. NOV. 5, 2012 FIN. O SEP. 3, 2012 GRADE w 4" REINFORC 12 / EXISTING z I—I CONCRETE. 2" RIGID INSULATION 6"COMPACTED / / -STEP FOOTING A5 STRU CTU RE JUL. 26, 201 2 G O r- --I SAND. NEC. MAR.29, 2012 0 0 2" RIGIpp INSULATI N / I__ — MIN. 30 BELOW m L GRADE ON UNDISTURBED SOIL. I, • rl�l ©2012 ALL RIGHTS RESERVED SN A '" � THESE PLANS ARE AN INSTRUMENT OF ECTIO SERVICE AND ARE THE PROPERTY OF SCALE: I/4"=I'-0" A I THE ARCHITECT. INFRINGEMENTS WILL AA BE PROSECUTED. A ,1wodw 1- r+ ^Z • w T , CORNELL CORP. THERMACAL 1, CORNELL CORP. THERMACAL 1, 7" RIGID INSULATION R-34.3. 7" RIGID INSULATION R-34.3. 2"xG"@ 11 G"O.C. CLIENT/OWNER FRAMINIG W/�" GYP. BD.. IN5'IDE AND - z � , 1111��„� 2•'x6"@ 16"O.C• � "CDX PLYWOOD 2 RATED SHEATHING DRESSED (EXPOSED) °°° j x,YK-� BD. NIS DE AND, DRESSED (EXPOSED ""'" r 2"x8" RAFTERS @ 2x8 RAFTERS @ �+ SM ITI1 / O'NE!L UNDER`.51DING. �- s� s CDX PLYWOOD � RATED SHEATHING R-19 BATT INSULATION. �. 16"O.C. R-19 BATT INSULATION. 16" O.C. r 4, UNDER SIDING r� RESIDENCE (2)2 x 10 FRAMING W �" GYP. BD. N 2"xG"@ 16"O.C. GUEST BED ROOM = FLU H H /2 2"x6"@ I G"O.C. I�11 PRIVATE ROAD 8 GUARD RAIL TO WATCH O i GUARD RAIL TO MATCH ORIENT, NEW YORK � r � INSIDE AND 2'CDX � GUEST BED ROOM S IR WELL � FRAMING W/2' GYP. BD. EXISTING AND DECK TO � o � EXISTING AND DECK TO �, PLYWOOD RATED MATCH HOUSE. � Q � > SHEATHING UNDER MATCH HOUSE. INSIDE AND 2'CDX Pmq r PLYWOOD RATEDILrI� LLWAY IR WELL SIDING. SHEATHING UNDER 2"x4"@ I G" O.C. �� SIDING. e■1 WITH '"GYP.BD. EACH SIDE. l01 FIR OUT WALL m - -- - -- --- TO ALIGN Wl A� - - -- - r a 1 -------- 1 I'—t a.��% 5F,r 1 5 A�./\ 1 1 r BELOW. 2"x8" @ 16"O.C. �v v vyrj�yylyyJ t Y � lYti_ V_w, vY �'V Y_ Y_ S wo 2"x8' @ I G' O.C. PROJECT TITLE �I ri 2°x4"@ 1 G° O.C. PAT'S FOLLY WITH 2" GYP.BD. EACH SIDE. I wC cabinet cabsnet cabinet 8' POURED � CONCRETE. ? EXERCISE ROOM W/ 2" RIGID N ti EXERCISE ROOM 8 POURED AUMP� MECH. EQUIP. INSULATION. � �� HALLWAY WET BAR_ CONCRETE. W/ 2" RIGID �1 s. INSULATION. DRAWING TITLE cabinet cabinet refrry HARDWOOD FLOORING r—"v SECTIONS FIN. c9 = / FIN. ION GRADE GRADE My�A / / / " `., i z 4 REINFORCED G"COMPACTED,/ / / z I X 4 FURRING G MIL. POLY. 4 REINFORCED G" COMPACTED 010 O CONCRETE. SAND. / C9 @ I G" O.C. VAPOR BARRIER CONCRETE. SAND. ,e PRINT DATE SCALE pO � I/4 10 C() J 19�- m w Lu �, 155UE JUL. 2G, 2012 DRAWING NO. SECTION e SECTIOPER! SCALE: I/41/4"= ` +� � SCALE: 1/4"=1'-0" A I � ' O 1;, V A Pmq 1.Q REF. NO. 0 3 4 ! II 12 13 14 15 IG 17 I 2 5 6 7 8 9 ISSUES/REVISIONS r�ew 1 1 J • mm 90 004 Am CABINET CABINET CABINET • MICROWAVE `ar � NOV. 5, 2012 rpk A JUL. 2G, 2012 G CABINET CABINET REFRIG. r MAR.29, 2012 D ETA I L 3 • SCALE: 1/2"=1'-0" r-"l ©201 2 rALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF �M SERVICE AND ARE THE PROPERTY OF /MI THE ARCHITECT. INFRINGEMENTS WILL M BE PROSECUTED. D ETA I L SCALE: 1/2"= I'-0" • r I■■I 1 E Aft 14W 1 CLIENT/OWNER 1 vw Th MARBLE SADDLE. I■•1 SMITH / O'NEIL ITRE51DENCE ,I q PRIVATE ROAD 8 ORIENT, NEW YORK .Q O LlMOO a � A .�. SHOWER SHOWER . r A 61111111 I I®I PROJECT TITLE I®I PAT'S FOLLY C • A. ~ DRAWING TITLE two ®I DETAILS UPPER LEVEL VIEW VIEW VIEW 3 VIEW 4 DETAIL OO O O 4w BATHROOM 2 O .� . 8 SCALE: 1/2"=10' PRINT DATE SCALE 114't ISSUE MOP A AM DRAWING NO. M�1 P 0 AP,e (ID • i' PM n q1 A T`• .,2,41 �ln � t M REF. NO. I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 ISSUES/ REVISIONS RESIDENTIAL GENERAL NOTE5 PLUMBING NAILING SCHEDULE a'tl I . PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, MISC. GENERAL NOTES (PER AF# PA AMERICAN WOOD COUNCIL WFCM FOR EUIPMENT, AND SERVICES NECESSARY TO COMPLETE ALL ONE AND TWO FAMILY DWELLINGS 1995 SBC NIGH WIND EDITION). THIS PROJECT IS CONSTRUCTION OF A NEW NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AS RESIDENTIAL ACCESSORY STRUCTURE. SPECIFIED HEREIN, OR REASONABLY IMPLIED AS JOINT DESCRIPTION NUNABER OF NAILS NAIL.SPACING RI DGE 2. THE HEIGHT OF THIS BUILDING AS DEFINED BY THE NECESSARY TO COMPLETE THE WORK. RESIDENTIAL CODE NEW YORK STATE IS 23'-4". 2. ALL FIXTURES, FAUCETS, ACCESSORIES, ETC. SHALL ROOF FRAMING THE FLOOR AREA 15 743.2 SQ.FT. FOR THE EXISTING FIRST FLOOR, C0NFORM TO THE NEW YORK STATE ENVIRONMENTAL RAFTER TO TOP PLATE (TOE-NAILED) 3 PER RAFTER 1/2" SPACING RIDGE TENSION STRAP � 1� CNSERVATI0N LAW WITH REGARDCEILING JOIST TO TOP PLATE (TOE-NAILED) :3 PER JOIST ALLOWS HOLDDOWN AND 328.5 SQ.FT FOR THE NEW SECOND FLOOR. S TO WATER SAVING M AND C0N5EVATI0N. ALL FIXTURES SHALL BE ON THE CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) :3 EACH LAP INSTALLATION - 3. THE TYPE OF CONSTRUCTION IS TYPE V(B).. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2010 APPROVED "LIST OF CERTIFIED WATER SAVING PLUMBING CEILING JOIST LAPS OVER PARTITION ((FACE-NAILED) :3 EACH LAP FIXTURES" AS PUBLISHED BY THE NEW YORK STATE RESIDENTIAL CODE OF N.Y.S. AND THE AF 1+I: PA WOOD FRAME RIDGE STRAP (EACH END) ;2 PER TIE CONSTRUCTION MANUAL 1995 SBCHIGH WIND EDITION DEPARTMENT OF ENVIRONMENTAL CONSERVATION. BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END - CORNER STUD 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE END LL „ �P15FF 5. DESIGN LOAD CALCULATION ARE BASED ON: RIM BOARD TO RAFTER(END-NAILED) 2-16d EACH END CSD TO O LIVE LOAD: AS PER TABLE R301.4, RESIDENTIAL CODE OF NEW YORK STATE. PERFORMED BY OR UNDER THE SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON WALL FRAMING �)1 6d COMMON �l DEAD LOAD: CALCULATED AS PER R301 .3 AS PER RCNY5. COMPLETION, THE PLUMBER SHALL PROVIDE A SOLDER TOP PLATE TO TOP PLATE (FACE-NAILED) ;2-1 Gd PER FOOT SNOW LOAD: 45 PSI GROUND SNOW L0/AD (AS PER FIG. 8301 .2(5) RCNY5. CERTIFICATE AS REQUIRED BY THE TOWN OF SOUTHOLD. TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d JOIST EA.S(DE NAILS@6"O.C• -RIDGE RD70 SEISMIC DESIGN CATAGORY B. 4. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR STUD TO STUD (FACE-NAILED) ;2-1 Gd 24"O.C. WIND UPLIFT AND EXPOSURE CATAGORY "C", FOR 120 MPH 3 SECOND GUST. ALL PERMITS, CERTIFICATIONS, LICENSES AND HEADER TO HEADER(FACE-NAILED) I Gd 16"O.C.ALONG EDGES INSPECTIONS ASS REQUIRED BY LOCAL, STATE, AND TOP OR BOTTOM PLATE TO STUD (FND-NAILED) 2-16d,3-1 6d,4-1 6d PER 2x4, 2x6, 2x8 RESPECTIVELY LOCATION LIVE DEAD DEFLECT J �I -- DE - LIMIT FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLE BOPED SEAT PLATE TO FLOOR JOIST, BAND JOIST, Qk I=,t FI. 40 LB 12 U360 JURISDICTION. END JOIST OR BLOCKING (FACE-NAILED) 2-1 Gd PER FOOT �j� JOIST HANGER. 2nd FI. (SLEEP AREA) 30 LB. 12 L/360 FLOOR FRAM I NG WOOD BEAM PER WFCM SBC TABLE 2.4 ATTIC (NON 5T0RGE) 20 LB. 10 U360 ELECTRICAL CORNER PROVIDING G EA. 8D COMMON NAILS JOIST TO SILL, TOP PLATE TO GIRDER(TOE-NAILED) •4-8d PER JOIST RIDGE ROOF 20 LB. GROUND SNOW 15 LB. U360 I . FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT, IN EACH END OF I-I/4" 20 GAGE STRAPS BRIDGING TO JOIST (TOE-NAILED) ,2-8d EACH END G. THE ARCHITECT ASSUMES NO RE5P05181LITY FOR THE CONSTRUCTION TOOLS, AND SERVICES NECESSARY AND REQUIRED FOR BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END FOR 120 MPH FASTEST WIND SPEED. MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW BLOCKING TO SILL OR TOP PLATE (FACE-NAILED) :3-16d EACH BLOCK H O LD D O WNP SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, LEDGE STRIP TO BEAM (FACE-NAILED) ;3-1 6d EACH JOIST CR055 SECTION END VIEW Aft THERE ARE NO WARRANTIES, NOR ANY MEIRCHANTOILITY OF FITNESS BUT NOT LIMITED TO: CONNECTIONS TO ON 51TE JOIST ON LEDGE TO BEAM (TOE-NAILED) :3-8d PER JOIST AS NEEDED 1/2"= 1'-0" FOR A SPECIFIC USE EXPRESSED OR IMPLI ED IN THE USE OF THESE SERVICE, WIRING, LIGHTING, BAND JOIST TO JOIST(END-NAILED) :3-1 Gd PER JOIST PLANS. SERVICES, FEEDERS, DISTRIBUTION AND PROTECTION BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d PER FOOT 7, CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. EQUIPMENT, CONNECTIONS TO APPLIANCES, DO NOT SCALE DRAWINGS. FOLLOW DIMEINSIONS ONLY. GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND ROOF SHEATHING 8. C0NTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN STRUCURAL PANELS 4861 (TABLE 3.8) SHOWN,LISTED, OR DESCRIBED ON THESE DRAWINGS SUBJECT TO ON THE APPLICABLE DRAWINGS AND AS NORMALLY DIAGONAL BOARD SHEATHING QUALIFICATIONS, CONDITIONS, OR EXCEPTIIONS AS NOTED. CONTRACTOR SPECIFIED IN THIS TYPE OF PROJECT AND INCLUDING I NO' OR I"x8" 2-8d PER SUPPORT SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECESSARY TO CONNECTIONS TO PREVIOUSLY INSTALLED I"x I o"OR WIDER 3 861 PER SUPPORT `� • COMPLETE THE WORK. TRANSFORMERS AND ELECTRICAL DISTRIBUTION 9. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH SYSTEMS. CEILING SHEATHING ° MANUFACTURER'S REQUIREMENTS AND SPIECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF GYPSUM WALLBOARD 561 coolers 7"EDGE/ 10"FIELD �� ° ° 10. CONTRACTOR SHALL OBTAIN ALL REQUIREID INSPECTIONS, APPROVALS THE 2010 ELECTRICAL CODE OF NEW YORK STATE, THE AND CERTIFICATE OF OCCUPANCY. NATIONAL ELECTRICAL CODE, NEPA NO, 70-1984 (NEC), WALL SHEATHING `. STRUCURAL PANEL 8D (TABLE 3.9) _____ A LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFETY AND %W FOUNDATIONS HEALTH CAT (OSHA), THE NATIONAL ELECTRICAL FIBERBOARD PANELS MANUFACTURERS' ASSOCIATION (NEMA) AND ANY OTHER 7/1 G" 6D 3"EDGE/G" FIELD 1 . ASSUMED 501L BEARING CAPACITY. 1 ,500 Ib./5q.Ft. 25/32" 8D 3"EDGE/G" FIELD 2. CONCRETE TO BE PLAIN, UNREINFORCED, 3,000 si. - 28 DAY TEST. APPLICABLE CODES. IN THE EVENT OF CONFLICT, THE p MORE STRINGENT REQUIREMENTS WILL APPLY. GYPSUM WALLBOARD :561 coolers 7"EDGE/ 10" FIELD ` pop 3. ALL FOOTINGS TO REST ON 12" BELOW VIIRGIN, UNDISTURBED SOIL. 3. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL HARDBOARD 1861 (TABLE 3.9) PER r_14 G BEAR THE UNDERWRITERS LABORATORIES, INC. LABLEL PARTICALBOARD PANELS 18cl (TABLE 3.9) GENERAL CONSTRUCTION P^" JUL. 26, 2012 AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH DIAGONAL BOARD SHEATHINGrPik I . PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND THEY WILL BE INSTALLED. I"x6" OR 1"x8" 2-8d PER SUPPORT MAR.29, 2012 SERVICES NECESSARY TO COMPLETE ALL(WOOD AND PLASTIC WORK REQUIRED 4. ALL WORK ON THE ELECTRICAL 5Y5TEM SHALL BE I N I O"OR WIDER .3-8d PER SUPPORT BY THE DRAWINGS AS SPECIFIED HEREIN, OR REA50NABLY IMPLIED AS PERFORMED BY OR UNDER THE SUPERVISION OF A NECESSARY TO COMPLETE THE WORK. PROPERLY LICENSED MASTER ELECTRICIAN. FLOOR SHEATHING 0 2. FASCIAS, SOFFITS AND EXTERIOR TRIM 51-1ALL MATCH EXISTING HOUSE. 5. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR STRUCURAL PANELS PROVIDE 8x 861 COMMON NAILS IN EACH END OF 1-1/4"x 3. INTERIOR TRIM SHALL MATCH EXISTING HOUSE. ALL PERMITS, LICEN5E5 AND INSPECTIONS AS REQUIRED I"OR LE55 Sd 6"EDGE/ 12" FIELD 20 GAGE STRAP FOR LATERAL/SHEAR CONNECTION 4. FRAMING ELEMENTS: BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES, AND GREATER THAN I" I Od 6"EDGE pm /G" FIELD AT RAFTER WALL CONNECTION (TABLE 3.38)WFCM-1995 02012 ANY OTHER APPLICABLE JURISDICTION. DIAGONAL BOARD SHEATHING A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- ALL RIGHTS RESERVED LARCH STRUCTURAL GRADE N0.2 BETTER. G. CARBON MONOXIDE DETECTORS SHALLBE DIRECTLY I NG" OR I"x8" 2-8d PER SUPPORT FOR 120 MPH FASTEST WIND SPEED. � OIRCONNECTED TO THE LIGHTING CIRCUITS WITH NO I N I O" OR WIDER 3-8d PER SUPPORT 0-01 THESE PLANS ARE AN INSTRUMENT OF B ALL SHEATHING TO BE APA RATED, EXPOSURE 1, THICKNESS AS INDICATED. INTERVENING WALL SWITCH. LINE CORD-CONNECTED, SERVICE AND ARE THE PROPERTY OF C ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, DIRECT PLUG-IN, AND BATTERY POWERED ALARMS ARE /'I THE ARCHITECT. INFRINGEMENTS WILL 3/4" MIN. THICKNESS. NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON M BE PROSECUTED. D ALL HEADERS G'-0"AND OVER SHALIL BE SUPPORTED WITH DOUBLE EACH LEVEL ON WHICH SLEEPING QUARTERS ARE A UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL LOCATED. I I I I f BE A MIN. OF(2)2"x8"ORAS SHOWN ON DRAWING. 7. SMOKE DETECTORS IN CONFORMANCE WITH THE 's' E SOLID BLOCKING SHALL BE PROVIDD FOALL JOISTS AND FLOOR ELECTRICAL CODE OF NEW YORK STATE AND THE FINISHES rr ER ^1 BEAMS AS PER N.Y.S. CODE OR AS NOTED @ 8'-0"O.C. MIN.. RESIDENTIAL CODE OF NEW YORK STATE, THE NEPA _ PROVIDE 2 SPACE FOR AIR CIRCULATION IN ROOF. NATIONAL FIRE ALARM CODE NO. 72-1993 SHALL BE I . CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA, IN AND INSTALLED WITH THIN SET ADHESIVE. 0 F DOUBLE FRAMING AROUND ALL 0PE`.NING5 (SKYLIGHTS, STAIRS, ETC.) EACH SPLEEPING AREA, AND ON EACH FLOOR LEVEL. 2. EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMINFLOOR OR AS NOTED ON DRAWINGS. MOORE OR APPROVED EQUAL, APPLIED IN ACCORDANV'E - G DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR WITH MANUFACTURER'S SPECIFICATIONS AND JOIST � AS NOTED ON DRAWINGS. RECOMMENDATIONS. COLOR TO BE SELECTED. H ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED 3. NEW WALLS AND CEILINGS SHALL BE SEALED AND PAINITED GALVANIZED METAL CONNECTORS BY"51MP5ON"OR APPROVED EQUAL. EXCEPT SECOND FLOOR CEILING SHALL BE STAINED. t� NAILING SCHEDULE SHALL BE AS PER N.Y.S. BUILDING CODE AS A MINIMUM. WITH ONE COAT MONOCOAT INTERIOR STAIN. ~ ALL 2"x6"STUDS SHALL RECEIVE 5 11 Od NAILS AT 51LL AND PLATE. PAINRT SHALL BE (2) COATS BENJAMIN MOORE AQUA PEARL LATEX, ALL EXTERIOR NAILS SHALL BE GALVANIZED. COLOR TO BE SELECTED . 4. INTERIOR TRIM SHALL BE SANDED SMOOTH AND STAINIED r-14 J PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4" O.C. EXTERIOR EDGES AND 661 NAILS @ 12"O.C. INTERMEDIATE. AND FINISHED WITH ONE (1) COAT MONOCOAT INTERIOR iso K ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. STAIN, COLOR TO BE SELECTED PROVIDE 8x 8d COMMON NAILS IN EACH END OF 1-1/4"x L ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH CLIMATIC AND GEOGRAPHIC CRITERIA � 20 GAGE STRAP @ ROOF TO WALL, WALL TO WALL, AND MEM GALVANIZED HURRICANE TYPE CO*gECTORS BY"51MP50N" OR APPROVED GROUND SNOW LOAD 20 P5F (PER FIG. R301.2 (5) RCNY5) HVAC J WALL TO FOUNDATION CONNECTIONS (TABLE 3.38) �► EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE CLIPS AT ALL WIND SPEED 120 MPH (PER FIG. R301.2 (4) RCNYS) I . PROVIDE ALL LABOR, MATERIALS,TRANSPORTATION, Q FOR 120 MPH FASTEST WIND SPEED. 4w PERIMETER JOISTS TO GIRDER CONNECTIONS. SEISMIC DESIGN CATAGORY B (PER SECT. 8EQUIPMENT AND SERVICES NECESSARY TO PROVIDE A� 301.2(2) RCNY5) W-%d CLIENT/OWNER 5. ALL WINDOWS TO BE THERMAL INSULATED LOW-E GLASS, WITH ARGON GAS. WINTER DESIGN TEMP I I OF (PER TABLE N 1 101 .2) HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACE5WIN G. PROVIDE 7/1 G" TH. PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND FLOOD ZONE ( N/A ) (PER FEMA MAP) AS REQUIRED BY THE DRAWINGS S SPECIFIED J, DOORS. PANELS TO BE LABELED FOR EACIH OPENING. PROVIDE FASTENERS IN FROST LINE DEPTH 36" OR REASONABLY IMPLIED AS NECEESSARY TO GOMPLEfFLETLE ACCORDANCE WITH TABLE 1609.1 .4 BLDG. CODE OF NEW YORK STATE. WEATHERING PROBABILITY SEVERE (PER FIG. 8301.2(3)RCNYS) THE WORK. ~ FLOO , 71 7. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. DESIGN LOAD CALCULATIONS UNIFORM LIVE LOADS 2 ASOAPIDRORPRIATETF0R0TOHEHEATING TYPE OFICONOSTRUCTON 8. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF/ PA WCFM-1995. - w1k SMITH / O NEI L ROOMS OTHER THAN SLEEPING 40 PSI (PER TABLE 301.5 RCNY5) I.E. IN CONCRETE SLAB AND UNDER WOOD FRAME FLOOR. (SEE NAILING SCHEDULE) SLEEPING ROOMS 30 PSI (PER TABLE 301.5 RCNYS) 3. PROVIDE SPLIT SYSTEM AIR CONDITIONING BY MITSUB515H1, r_w RES 1 DENCE 9. FLASHING AT ALL WINDOW AND DOOR OPEININGS SHALL OR APPROVED EQUAL, FOR BOTH FLOORS FLOOR AftPRIVATE ROAD 8 BE EPDM OR APPROVED RUBBERIZED MEMIBRANE. D ATTICS WITH LIMITED STORAGE 20 PSI (PER TABLE 301.5 RCNY5) 10. FLASHING AT ROOF CONNECTIONS, VALLEYr5, CHIMNEYS ATTICS WITHOUT STORAGE 10 P51 JOIST AND CRICKETS SHALL BE ALUMINUM. STAIRS 40 PSI (PER TABLE 301.5 RCNY5) �+ ORIENT, NEW YORK 1 1. STEP FLASHING SHALL BE USED AT ALL INTIERSECTIONS A OF SLOPED AND VERTICAL SURFACES, EXCEPT STEP FLASHING AND COUNTER-AND CAP- FLASHING SHALL BE °' USED AT INTERSECTION OF ROOF AND CHIIMNEY, AND I�■I ROOF AND WALLS. 12. WALL AND FLOOR INSULATION SHALL BE BATT INSULATION OF THICKNESSar'N INDICATED ON THE DRAWINGS AND SHALL IBE 2-JL LB. s a DENSITY FIBER-GLASS BATTS CONFORMIN(G TO THE r SPECIFICATIONS FOR PRE-FORMED FIBROUS GLA55 ` •"'� INSULATION. NAAMM STANDARD 51, 1 b-7(0. ° •.: °' I~ PROJECT TITLE 13. INTERIOR DOORS SHALL MATCH EXISTING HOUSE. r 14. NEW HARDWARE SHALL MATCH EXISTING HOUSE. - - ° � PAT'S FOLLY 15. GYPSUM BOARD SHALL BE EASED EDGE TYPE, CONFORMING TO ASTM C36, AND SHALL BE y 3'-2 I12" y 2'-2 3/4" y y 5'-2" y 8'-2" ° a^ ° UPLIFT CON N ECTI0N5 r "SHEETROCK 5W" BY U.S. GYPSUM CO. OR:APPROVED 'I EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE }2. 1 2" k13 1/4" y 1 2" y Ilk1 2 3/4" yI 2 3/4" y 1 2" y 9" y 9" y9 3/4"y 9" y 12" y y 12" y 12" y 9" y9 3/4"k g" y 9" y 12" y 12" y 12" y w 16. ALL NEW AND REPAIRED GYP. BOARD SHALIL BE TAPED AND SPACKLED THREE (3)COATS. ALL EXTERIOR - (- • CORNERS SHALL HAVE METAL CORNER BEADS. (h �• I N ' - CON N E C T I O N 5 D E T A I L A� DRAWING TITLE i O GENERAL NOTES N N SCALE: 112"=1'0" N N ° 1 = I - - NAILING SCHEDULE, pm = I CLIMATE * GEOGRAPHIC DATA N I� iv, IDESIGN LOAD CALCULATIONS `r 2'-0 5/8" R.O. co 3'-0 1/2" R.O. pp _. B - N N t 1 - 1�1 PRINT DATE SCALE (1) C135 - - J (2) CXW 14 \ PANEL DE51GN BASED ON 1069.I I ISSUE JUL. 26, 2012 BUILDING CODE OF NEW YORK STATE. - #8 WOODSCREW - - �-�.� �I DRAWING NO. 7/1 G" PLYWOOD PANELS ROUGH ARM ��PFD eh,�T Pon \ OPENING _ ti Chi ��Z L.Bio O 10 PANEL MEN MR 2-1/2" #8 WOOD SCREWS _ _ �� @ 16" O.C. MAX. _ PANEL SIZES " _ - IF SPAN OF PANEL I5 OVER G'-O" USE SCREWS @ 1 2 O.C. �1 N 5'-0" R.O. N 8'-0" R.O. (2) FWG5080 (2) FWG8080111 04d REF. NO. I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 6 17 ISSUES 1 REVISIONS �Z Poo v K M r • p* e mm Am r i OUT-Doo POP r - - - - - - - — - - LQWER rl PER TMTD. MTD. ABOVE FOR TV.FOR TV. WI C V e I, GUEST ROOM DIN / — — / , EXERCISE ROOM 1 \UP _ 1 // I I — 40G8 \\ MECH. QUIP. I®1 SEP.3, 2012 �- i I PATIOqp I1� 1 � � I JUL. 2G, 2012 / `r 1 UNDER CAB. — \ \ - / /\ MAR 29, 201 2 I / LIGHTING. /I / \ I O � SD O SD / WPI _ WP O CO r� ©2012 / _T 1 ` ALL RIGHTS RESERVED � /// 1 PANEL li THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF / STORAGE - \ THE ARCHITECT, INFRINGEMENTS WILL DECK /, I M BE PROSECUTED. - - SAUNA STORAGE ROOM I \ \ la j ' VENT II \ rr J�PROVIDE POWER AS HOT TUB NECESSARY. \\ 1 I \ I M om vw \ M•M � r CLIENT/OWNER t� rpm ow SMITH / O'NEIL wd ' RESIDENCE I LOWEK LEVEL ELECTRICAL UFFER. LEVEL ELECTRICAL PRIVATEROAD8 (� E I ORIENT, NEW YORK SCALE: 1/4"=I'-0" SCALE: 1/4"=I'-0" 141 ISI A 1 MSM PROJECT TITLE PAT'S FOLLY iEZG751IC • 'D DRAWING TITLE r � PM ELECTRICAL PLANS E3 PRINT DATE SCALE 4, . . k.. 1/4" = 1'-0" 155UE A JUL. 2G, 2012 "w mo DRAWING NO. QO r Nw \ PI REF. NO.