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Town of Southold 11/15/2017 0 P.O.Box 1179 53095 Main Rd �4,j o�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39337 Date: 11/15/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4525 Breakwater Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 99.-2-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/27/2016 pursuant to which Building Permit No. 41280 dated 1/10/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH SCREENED PORCH,FRONT AND REAR WOOD DECKS, OUTDOOR SHOWER AND PARTIAL UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Lewis,Herbert of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0086 11-03-2017 ELECTRICAL CERTIFICATE NO. 41280 08-03-2017 PLUMBERS CERTIFICATION DATED 09-08-2017 Jason R '11y A o ' ed Signature- TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE y,_• Q� 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#: 41280 Date: 1/10/2017 Permission is hereby granted to: Lewis, Herbert 14 Horatio St Apt 12G New York, NY 100141660 To: construct new single-family dwelling as applied for per SCHD. At premises located at: 4525 Breakwater Rd, Mattituck SCTM #473889 Sec/Block/Lot# 99.-2-17 Pursuant to application dated 12/27/2016 and approved by the Building Inspector. To expire on 7/12/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,432.00 CO -NEW DWELLING $50.00 Total: $1,482.00 B i tlnpctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. 1 A 4�1 New Construction: Old or Pre-existing Building: (check one) Location of Property: E *K 'LJ�,1— 12-'J House No. Street Hamlet Owner or Owners of Property: ��� Q I-E�VU L.!� ^Suffolk County Tax Map No 1000, Section / Block C;L Lot Subdivision c� Filed Map. Lot: Permit No. OV Date of Permit. Applicant: b Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check e - Fee Submitted:$ A licant Signatu e Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a� roger.richertO-town.southoId.ny.us Southold,NY 11971-0959 'P® COUNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Herbert Lewis Address: 4525 Breakwater Road city,Mattituck st: New York zip: 11952 Budding Permit#: 41280 Section: 99 Block- 2 Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MJR Industries License No: 41853-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 37 Ceiling Fixtures 17 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 8 Wall Fixtures 13 Smoke Detectors 2 Main Panel 200A A/C Condenser 2 Single Recpt 3 Recessed Fixtures 8 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 20A Emergency Fixture Time Clocks Disconnect 200A Switches 43 Twist Lock Exit Fixtures �] TVSS Other Equipment- 3- Combination Smoke/CO Detectors, 4- Paddle Fans, 3- Exhaust Fans, 1- Range Hood, 7- GFCI Circuit Breakers, 9-ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: August 3, 2017 0-Cert Electrical Compliance Form.xls %pF SOS j,Qfo , Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 'Q �y�OUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD rrj� �,T j \1\ NOV - 92017 CER'T'IFICATION TO WJid OF SOtT II-IOLD C� Date: Building Permit No. �® Owner: � `�� -•ei�?\� (Please print) Plumber: J. e j t ecan L' 11A4 c} a- �� ih�. (Pleas6 print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumrs Signature) Sworn to before me this day of 20 l-1 LAURIE KALHORN Notary Public,State of New York Reg.No.01 KA6205483 Qualified in Suffolk county Commission Expires May 11,2021 Notary Public, C. County pF SOUryO TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) 7 REMARKS: ®� AV R DATE IINSPECTOR �IT5D ��'YOOUM'1 N� TOWN OF SOUTHOLD BUILDING DEFT. 765-16®2 [/ INSPECTION FOUNDATION 1ST [ ] ROUGH PLEIG. UNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTR AL (FINAL) REMARKS: V� DATE Y INSPECTOR ` OF SOUTyOIo N O cou Q • TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECION- 15OUNDATION 1ST [ ROUGH PLEIG. [ OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION" [ ] FIRE RESISTANT PE ETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL INAL) REMARKS: �c�✓ vmbc` o DATE v INSPECTOR ho��OF SOUjyolo . cOUM I TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 --INSPECT ON [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 9 aV UIN► �1'vlu OV—Z w - ketwo." QK 1�;A4,4;'ow,/ DATE 3 3/ )O'M 40'- INSPECTOR SOUTyolo G y courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION Ado; ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR BOE SOUl�, �o� olo � #e um,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [INSULATION [ ] RANTING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0 CJ"(" �� �Qi 1h Aoae , ll/� In bonA c- DV-✓ (fid t ' C Q 92 om AWZ, f L %I fov, ��✓' S d vlv� Com' '6r9�ia _ s DATE INSPECTOR OF SO�Tyo`o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1-ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] ,,FOAMING / STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC (FINAL) REMARKS: 0A-&7i k& �141/ D DATE INSPECTOR 50UTy�lo gum,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE INSPECTOA;d� l i Axlaf SOpI �y000MV,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL 4/0 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: VW Ile / 'Y • -' bis DATE V INSPECTOR INSULATION CERTFIC- � .rl II � t ttia w 2-4;rtirctE -seal' It tfa al` t amp rgtt KiriS_f E R3`� Vsq. 9 2017 This form must b-a filled*utand pastedta,compt"oEuildlno, e'arequlrernents: MeetsIRC requirement s: TO WN®F:{f 6'i+i tar �t,,tabt i� ick l:l3rtiz icy -l` ::w� a• er z .�_pl�s� i�.lr teM, ad0f%l Reds lad ,� ) _3� a , 2�(fi9;1(�[._ I , da .[ C.R3 fs,�ar�t I}�a$ ts: ia-a ofemer`itloiied-. kft* ay p �ertiatt faa insUEi�it WAeshtsy fitA*44e Ufa lhstaEled In accordance vAth rnantr,-W.s kessl64 g-ulcaellrren- t pccldea#tel resaa of.- Area fArea FntulateO Aged-lr-Varue ThldmersS fr h9s - a :Cei1Et �e�� Cie 1� ( at. 'EiSes. R 3 at 2 taches all�, [r3ca� 4c�k l�- at- fiad� . ll (over an(Meafed cawt secel R at. thches• - ,O'aWsjuce€�'eca�iker R at. Incites- -- - -- ---- - _ - ------- ---- ---- ----------- - ----------- --------- --- ------- 6s-e,,_eiIiMIIS C f o 5 j2-j .e I( ft at - Othet 06-W): Il at fnches �Nt�fifnal�1S#�Q�3?S"ef��c�''f�des�-aph'«�!�71L-�afl2l�. Job4e-addresi 3-ate of Insulatl,dii C t*tor 4-f- - 17 -- - - - Inswited der <c.�-� 4 ►"i ------------ ----- -------- 11,zime po st near 4aiie l enol. faan�,pla �dzartdlt ns of ESR-3451,,apd thatanyalterationto the' aLti ,rttust,6 =caast at wi#ft:i sa r gt4pkmenm A r!ot inter far_�cdp ncy or,Am"? O�cv�led arm Inst be pr+�#�ct��t�rlth-� �rl eigte- a�tQT�7�►�3�f�Ge�b,�,l�lv�:acc�s�em tlai�atticls•Ulnnita d�c�s�rvlcica�af acttfiltE�s an�t��quipo�eet q ly,�rnla ca81ytef�rcfad for A06p�x�gt4Eia�e���r�ea1R ,-Pl i• r ` 9,.,�."-.i ak t .kyr'`. �i !! r ~g�r'i�i ,�Z$�� ~- -1 f1� $.�+-u ATEA! / 1 • ' • ' Imm I COMMENTS, FIRM M,0 FOUNDATION �j "N'T MAVIS 'Am - iw---------------------- FOUNDATION 1 wl"MyTIE AR► ;�i' PLUMBING Ra®r�� INSULATION PER N.Y. STATE ENERGY CODE A"Voi TM= 'AMA , in- MEMNON -74j I _ ADDITIONAL COMMENTS � t _ TT TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT , Do you have or need the following,before applying? TOWN HALL Bd rd of Health SOUTHOLD, Nat 11971 sets of Building Plans TEL: (631) 765-1802 -Nanning Board approval FAX: (631) 765-9502 (purvey South oldTown.NorthFork.net PERMIT NO. Check <ZDtic Form .D.E.C. .testees (-�)D.Application Vle'ed Permit` Examined ,20 -Sifigle&Separate 14 St. -Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Ll Phone: 0,-J 7� Expiration n tL , _ ector DEC 2 7 2016 D APPLICATION FOR BUILDING PERMIT BUILDING DEPT. Date , 20 TOWN OF SOUT"OLD 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. (Signature of 3p- cant or One,if a corporation) ' (Mailing address of applicant) ,r 9Z7-/W/ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer), Builders License No. Plumbers License No. '7 "��' ""` Electricians License No. 5 Id-5 0—.141111e5- Other Trade's License No. 1. Location of land on which proposed work will be done: Z/ 5 I L4- 2/9. House Number Street : 'r , ti-Hamlet County Tax Map No. 1000 Section Block'", Lot �: •Ik 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 b. Intended use and occupancy VL/ hf©� S� 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost .i �®U/��'� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 3 Number of dwelling units on each floor If garage, number of cars '2-- 6. If business, comm ercia m,.or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existin ostruc� if any: Front Rear Depth Height Number of Stories Dimensions of same structur it afi Iterations or additions: Front Depth / Height Number of€Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 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 1/ NO Will excess fill be removed from premises?YES NO 14.Names o£-Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address P?QV.«L vd✓ Phone No. S24, edf "7�7/11 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OhS69j n Fc ra j n being duly sworn, deposes and says that(s)he is the applicant (Name of individu igning contract)above named, (S)He is the (Contractor,Agent, Co porate 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 this —a:7-tb day of 20/6 TRACEY L. DWYER X otary Public ELIC,STATE O Sign re of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2 �� I t r 1 Scott A. Russell �Ir�� STO]RLMWAUF]EIK SUPERviSORIWA NA\�G IEl� HES�C' SOUTHOLD TOWN HALL-P.O.Box 1179 d 53095 Main Road-SOUTHOLD,NEW YORK 11971 'y�O Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET JAN 0 4 2017 ( TO BE COMPLETED BY THE APPLICANT ) - - --- - -- -- - - - - - - - - - - --DOES THIS PROJECT INVOLVE ANY ®1F THE FOLLOWING: Yes o (CHECK ALL THAT APPLY) �❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑F1 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑gF. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. - - - - - - - - - - - - -- -- - - - - - - -- - - - - - - - - - - - - - If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT- (Property Owner,Design Professional, gent, ontractor,Other) S.C.T.M; #: 1000 Date District �} NAME: ✓1 Q f ✓S to TZ 17 d 1 1 i0 n> Section Block Lot G, - B �''S°"°"' 1�0€�. L�3t_L)I\t.T 1�}l-l'f1J.T4'1C.i�`f- t.<L; ONLY Contact Infortnati n� t ( �,35 — .rdrphwa�mnUcr' _ Reviewed By: ZP // — - - - - - - — — — — — — — - - — Date /b Property Address / Location of Construction Work: — — — — — — — — — — — — — — i_/���' �f,e�� ��j�� o, J� ❑ Approved for proces�tng Bwlding Pe mit `7 ///��� (� Stormwater Management Control Plan Not Required. Iva ,�i-f jrk ❑ Stor m'vvater Management Control Plan ib Required (Forward to Engineering Department for Review) FORM 4 SMCP-TOS MAY 2014 APPLICANT• 0Ag. S.C.T.M.#: 1000 CHAPTER 236 (Property Owner,Design Professiona Contractor,Other) —p,,,— dSLTFQ/r � /7 Stormwater Management Control Plan CHECK LIST NAME ® vN., e-r ✓Sc section Block Lot 1 S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. vlea�vrm p . t' ates 41 * The applicant must provide a Complete Explanation and/or Reason for not providing Y all Information that has been Required by the following Checklist! I}+nal„iC 1clephone Nun,kr 1. A Site Plan drawn to scale Not Less that 60' to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES O NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries 0FRossepi b. 'Total Site Acreage. NT CONT c. Existing - Natural & Man Made Features within 500 L.F. Shall include but not be li mittri of the Site Boundary as required by §2s6-17(C)(2). AA 0weff Maintained Constr urti d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. Z Wile 0BacRed Silt Fencing, op ' e. Limits of Clearing & Area of Proposed Land Disturbance. ding of exposed anq f. Existing & Proposed Contours of the Site (Minimum 2'intervals) 0 i s g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements&utilities. I). Spot Grades & Finish Floor Elevations for all existing & OO 0 proposed structures. i Location of proposed Swimming Pool and discharge ring. j. Location-of proposed Soil Stockpile Area(s). I �0 k• Location of proposed—Construct ion Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). ill. Location of all proposed erosion&sediment control measures. 0� 2• Sto-mwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event JUV 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. 0MN 2011 b. Construction Entrance & Site Access. 0O C. inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leach ing Structures (e.g. infiltration basins,swales,etc) O)it i,tiGlNl:l:l R, I)LPAR'I'lulEN-1' USE ONLY"'XN:� Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By - — — — — — — — — — — — — — — — — — — — — — — — - 1Stormwater Management Control Plan is Complete. Date. SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 G Town Hall Annex yr- Telephone(631-1802 54375 Main Road P_ O. Box 1179 Fax(631) 734-9502 CD z �T Southold, NY 11971-0959 y BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: ��� �1/ Location of Propert Please to notice that the (check applicable line): New residential structure Addition to existing residential structure < r t Rehabilitation to an existing residential structure to be constructed or performed at the.subject property reference above will utilize (check applicable line): suss type construction (TT) -:: Pre-engineered wood construction (PW) Timber construction (TC) in the followi g location(s) (check applicable line): 9 ,( loo including girders and beams (F) oof framing (R) Floor and roof framing (FR) 0 Signature: Name (perso ubmitting this form): Fca&-L)S v AJ Capacity(check applicable line): wrre--r - Owner representative TrussResReg15.docx Effective 7!112015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC -PANT ONE- - - - -�— - - - ------DESIGNATION-OF CON STrcUCTi%;d - (PMS) #187 TYPE BASED ON SECTION 602. OF THE BUILDING CODE OF NEW YORK STATE_ 2" MIN- REFLECTIVE WHITE 1/2" STROKE _.._---__---- - DE�StGN-Ai t•ON'FOR'Si'Ri1C'1`[titAt __- COMPONENTSTHAT-ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING,•IN,CI_UDING GIRDERS:A`ND SEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMI(IIG TRUSS IDEM RGl!TION SIGN FIANCE WITH 19 NYCRR BART 12625,,1{ - - PaDgs olVislaN EXAM/ 'LE TRUSS IDEN11RCATlON SIGN DATE-03f08/2005 NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT -ter, v:• AND ADMINISTRATION OEP.,'�27bCEFlT I7�`(CF c: �o��pF SO(/TyQlo Town Hall Annex [ l [ Telephone(631)765-1802 54375 Main Road c� ax(631)765-9512 P.O.Box 1179 G� _ �o roger.richert .town.soutod.ny.us Southold,NY 11971-0959 �Q �yCOUNIy� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: y�// � Ls®h+ Date: a l7 Company Name: /�/�✓ ��v' i 2 i �S' r Name: License No.: Address: ? tea, �— 40 , " 9-Y (, Phone No.: $'l(p — �� 7 57/ JOBSITE INFORMATION: (*Indicates required information) *Name: /?C2� ,�Ca✓i 5 *Address: /5a 5' &lfg & *Cross Street: *Phone No.: 1�l G — &J9 �'•— 7 91 Permit No.: y/ O Tax-Map District: 1000 Section: Block: Lot: 1-7 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: �YENO Rough I Final *Do you need a Temp Certificate: YES / NO Temp Informatio nee ed) *Service Size: l Pha 3Phase 0 150 200 300 350 400 Other *New Service: Re-connect derground umber of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form �� R OF --Sou `CARDX OWNER, v STREET "":DIST. SUB. LOTT pa 4M.",0-l"v", 4-i N !,_FORMI�R OWNER ACR.' X� tpqan_�3 Of lie �c S TYPE-OF BUILDING " A) r4 4 MCI ARES'. SEAS. VL FARM comm. CB: MISC. Mkt. Value LAND IMP. TOTAL DATE REMARKS e. el 4, 0 &- J AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable 1 Tillable 2 Tillable 3 Woodland Swampland FRONTAGE ON WATER Y 6 6Y Brushland' FRONTAGE ON ROAD 7 . ITR e Plot DEPTH �g-e BULKHEAD DOCK ;Total - " T.�M�•'n7r Y yy�,j� .L 0�� ,. 5 '.•4r'` } ®®®■®® BOOB■■■ ,. t y1W NUN■■ ■■■■■■■■■■■■■■■■■■■ �- " may.- -,IQ,. 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If you or your contractor have any questions regarding any of this, please let me know. Thank you! Susan Pontin Clerk/Typist Southold Town Building Deparhnent i (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING 57RUMRES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NDT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INST17UMON CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INS71TU71ONS OR SUBSEQUENT OWNERS (5)THE LOCA71ON OF WELLS(W),SEPTIC TANKS(S7)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS (Dwelling with I Ab nment of existing sanitary system must be in _ u IG er TE5T HOLE 400 Ostrander Avenue,Riverhead,New York 11901 - 1 �i�f6) Ce with department requirement SubmitS�OLK°COUNIi IsEP ±�1ta, R -Q L" S `ZeJi� 6Y McaoxnLD 6Eo5 .121 G1ENce tel.63 admi®youngengin605 fox. 16ring. com I tom W form _ P DATE:09/29/16 g with proof PERT F0 4PrR 'V AL� � T hi EL=56 r� o.o' rA}y (Dwellin Y I T >r° SROM SILTY public Water) I .�9°a.� 1�1.,+ 5+ � u� .ke 1 a SAND -- - - $ • -- - - - -- - -- ---�---- -----� -- --- ---- � (S Howard W.Young,Land Surveyor W - DA, ra HS -F. 2.0' Thomas G.Wolpert,Professional Engineer Douglas E.Adorns,Professional Engineer �� - - ► Lot 2 APPIROVE, Robert G.Tost,Architect SUbdlyi5lon - IL eLuca � la DeLuca P� � T JI''.z CP�' B�,DR Lot 1O0 I Ilyrilllam F• D File NO. � �� SPIRES if€t�� .�5 Ftes` M DA-1EE �fiF VAL PALE 5ROM 517E DATA 5uff• GO Natant) � -3 FINE SAND �°•'� Subdivision ' (SP) AREA =15481 ACRES OR 67,434 SQ. FT. LLGaptQln Kidd EStateS" i \ -z * VERTICAL DATUM =N.A.V.DATUM(1988) &ROSS FLOOR AREA m 00• File NO. l6� I \ w 133,3 PROPOSED FIRST FLOOR = 1,230 50.Fr. E, Suf f with 33�•I"1' PROPOSED SECOND = 660 50.FT. c (DWellinIiG yyater) 1 vv�wIRE ' + 1 rn ?U19 1 / , H PA NG.5610300143 HZLAST DATED SEPT.25,2009E RATE MAP N86401 00 �OFOSED CATION I HIGHEST EXPECTED I7 o HEALTH DEPARTMENT USE n ;�, GONG. OF 2 5701 W00D5 I m GROUNDWATER EL=3.0 / BIL LIMB LSE 51 5LoCK (3 SEDnoo y� _ 12.1'Q SOW =6ZA y�VIG_E GE PROPOSED PRdI'0 - O � - '5 �..cucT� - - i ZW / EXISTING HOUuL GONG. -10 SE Q- - 5G Q ry _ Lot 101 UW flE Be - - Subdivision - � L.F. 18121' 011 I\O Kidd EStateS N i LIL 36A I 3 'Gaptoln 16"12 .fl File NO. 2000'0 3p0O' s t 1 5T�,, ELECTRIC 5uff. GO II Field O 95.96' W $ METER I' I (SGWA Inlet Drive ►^� w - 30.00' • g Pump gtation) eLL TO 5E p osEn oo' 05ED TH 2& 5URVEYOR'S CERTIFICATION _ 4 00' of proposed ASPNDOWD o r PROF OO I SANITARY LIF o well with 2 Stem 20.00' - ��. 5Y5TEMi 5 p)6'DIA.x 12'ED.LP I ��1'; Sanitary y To sE F ns' _ Y SYSTEM 2' -� eX15�01 �NARC,ORDANGE ------------ Co STAND GONG. ,1 L.F. 00' — ARDS — -1 BLOCK SHED , _ r,11145.G.D.H.5 � �, AI Y N 1 ►�r 1 58.7 E Q z I 59.0 N Lot 102 N Subdivision - LL O 640 @ E5tQtee Q \ 58.1 I (� HOWARD W.YOUNG,N.Y.S.L.S.NO.495415 J 1 r� N 1IGaptaln Kidd 16'2 +21 ,_ 5uff. Go. File NO• I Sk N 0. 1 Field STONE DRI JEWAY � Inlet Drive 1- 582 0 SURVEY FOR (SGWA gtation) i° I s a $ PUMP `MPs t io of � wo005 �'� , JOHN TOML I NSON Y'1011 pr posed Sanitary Systems 1 6 33'i.l"i � IL 05iK 14.4\ GE s SS3°4O1p01T�y I zI At Att�itEk WL �1UtSnOld GRAIN LINK FEN LOt 106 9%3z I Suffolk County, New York I � of 10� I „Ga Iain 1Gtdd ESta��2 O O BUILDING PERMIT SURVEY I L I I SU p• GO• F11e NO. -O County Tax Map fttFiot 1000 Section 9q Block 02 Lot 17 4 I Subdivision LOt 10 retote5 I ublic yyater) I with Lot 103 ' Subdtv15ion - LL IIGa tatn Kidd 16,2 (Dwelling FIELD SURVEY COMPLETED OCT.05,2016 IGidd EStateS I Su p GO• File NO MAP PREPARED OCT. 10,2016 SUbdiVi5ton - „ LLGaptoln 16"12 with I C•3 Record of Revisions idd EStateS File NO. (Dwelling - - RECORD OF REV1510N5 DATE N LLGaptain K 1612 5uff. GO• 1 pub11G Water) I - -- ADr�arn SGT7H5 NOIGA til NOV_ 23,2DI6 ° File NO- (Dwelling WI I (Dwelling with Pub'iic Water) Buff. GO ter) I Public ►Nater) o (Dwelling with Public I I I I I i i R=25.00' _ In L=43.78' so 0 25 50 150 EAS Scale: I" = 50' I �5T ROAD ,&•�9� A ��p� DWG.2016-0158-.bp I OF 5 O = MONUMENT SET ■= MONUMENT FOUND A= STAKE SET ®= STAKE FOUND ItFF,EE V�M S } IZED ALTERATION OR IS A VIOLATION SECTION 7209 OF THE NEW YORK STATE UCAMON LAW 2)DISTANCES OWN HEREON FROM To STING ARE FOR A SPECIRC PURPOSE AND NOT TO BE USED TO ESTABLISH TY NES OR FOR REC71ON OF FENCES(3) IES OF SEAL ALL NOT BE CONSIDERED TO BE (iINDICATED�HEEON SHALL RUN ONLYTOTHE PERTHIS SON FOR WHOM THE SURVEYYFIS PREPARED AND ON HIS BEHALF TO THE�TIT E COMPANY,(GOVERNMENTAL AiGENCY AND LENDING�INSTIN7TMION LISTED NE EON.AND 70 STRUCTURES ASSIGNEES OF 7HE LENDING IINSDNTONARE CERTIFICATIONS ARE NOT TRANSFERABLE TOUADDI DNAL INS71TU71ONS OR SUBSEQUENT OWNERS THIS THE LOCA ON OF BEARING WELLS(W),SEPTIC TANKS(S7)@ INKED CESSPOOLS OR SHO�HEREON�ARE FROM FIELD OBSERVATIONS AND OR VALIDTRUE OBTAINED(4)4FRCERTIFICATION M O ERS 400 Ostrander Avenue,Riverhead,New York 11901 DRA I NAGE DE51 GN CRITERIA - tel.631.1212303 fax.631.'12'1.0144 admin®youngengineering.com V = ARG 4 CALCULATIONS. 4 � 4 wun� A = AREA or TRI5UTARY (5.F.) GAST IRON R = RAINFALL (FTa HHowardJAL Young,Land Surveyor FRE5H AIR INLET L.F. #I G = COEFFICIENT OF RUNOFF Thomas G..Adam t,Professional Engineer Douglas E.Adams,Professional Engineer g�j' REQUIRED Robert G.Tast,Architect �i .. . ROOF = 630 SFX 2/12 X 10 = 105 OF -Ilv rajp TOTAL VOLUME REQUIRED = 105 OF w 9,�`'` 8'DIA.DRYWELL WITH A CAPACITY OF 42.24 GFNF _ C! _ FIN. GRADE 105 OF/42.24 GF/VF = 2.5 VF REQUIRED SITE DATA PROVIDED AREA =15481 ACRES OR 61,434 SQ. FT. FLOW USE(1)-8'DIA.X 4'DEEP DRYWELL = 169 OF ! n ��'���` �,. "� 1111 VERTICAL DATUM = NA.V.DATUM(1988)• C3� �� L.F. #2 = &ROES FLOOR AREA 2 ��,,�' �'�, �.�.. _ REQUIRED PROPOSED FIRST FLOOR = 1,250 50.FT. �+ „1`1 �111i11� a ROOF = 1,120 SF X 2/12 X 1.0 = 187 OF PROPOSED SECOND = 660 SQ.FT. 11-11 11�� 4 PVC a 2.000% MIN., TOTAL VOLUME REQUIRED = 151 OF SUBJECT PARCEL 15 IN ZONE X-SEE FLOOD INSURANCE RATE MAP 4" CAST IRON PIPING TO iii X111 X111, PANEL NO.36103CO143 H LAST DATED SEPT.25,200q. 1111 ,1 r 8'DIA.DRYWELL WITH A CAPACITY OF 4224 GF/VF HEALTH DEPARTMENT USE EXTEND 2 FT. MINIMUM INTO 15-1 OF/4224 GF/VF = 4.4 VF REQUIRED FOUNDATION WALL CAST IRON TRAP PROVIDED ,,.�, o \ USE(1)-8'DIA.X V DEEP DRYWELL = 211 OF :o N O TYP I GAL HOUSE TRAP DETA I L NTS 0 SURVEYOR'S CERTIFICATJON--,.,,_ PROPOSED HOUSE co 8.00' 46.00' �' `f•l S' l�. E FINISHED FLOOR E EL=62.0 FINISHED&RADE �` _._% ti4•/' a EL-602 G.I.COVER \E Sj fT g�Jr7 D EL=59.0 m O HOWARD W.YOUNS,N.Y.S.L.S.NO.45893 Nl; ' c DO MIN. " 2 MAX. SURVEY FOR °�' 4" DIA PVG 2'MAX. JOHN TOML I NSON 1E=5-r.o PIPE 2.00% 1E-56.08 4' DIA PVC ao.00' �a o HOUSE TRAP 0 PIPE 0 1.00% 4 HERS LEK S c (SEE DETAIU 0.50' FLOW LINE IE=55.58 IE=5550 r a 055 o at Mattituck, Town of Southold °o. 5vffolk County, New York N BUILDING PERMIT SURVEY • County Tax MOP District 1000 S..tiGn 99 Block 02 Lot I-1 FIELD SURVEY COMPLETED OCT.05,2016 . —8.00' MAP PREED PAROGT.10,2016 EL=43.0 HIGHEST Record of Revisions ' 1_ Z_ EXPECTED RECORD OF REVISIONS DATE 1000 GAL. SEPTIC TANK 8°°' &ROUND WATER NOV_25_W& EL=3.o (1) LEACHING POOL (500 5.F.5.W.A) HYDRAUL I G PROFILE Ct a NTS Scale: N.T.S. JOB NO.2016-0138 DWS.2016_0155-bp 2 OF'5 E= MONUMENT SET ■= MONUMENT FOUND Q= STAKE SET A= STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL,OR EMBOSSED SEAT-SHALL NOT BE CONSIDERED TO Sr.A VALID TRUE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)Q CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue,Riverhead,New York 11901 W.631.121.2305 fax.631.921.0144 admin®9oungengineering4om Howard A.Young,Land Surveyor Thomas G.Wolpert,Professional Engineer Douglas E.Adams,Professional Engineer f. �gyg i Robert C.Toot,Architect w gam• 4'•4• - • SITE DATA 3 S,sLY.s1EELCmuARlw AREA =15461 ACRES OR 67,454 50. PT. c -- --- --- - _-- _---- ex14•X•T+uBasEI;ATE * VERTICAL DATUM - NA.V.DATUM(1988) n —— —— • GROSS FLOOR AREA I ----------- -- -------- - _ ® ImFSSTLRETAFATEBNa¢pt mmEEISY PROPOSED FIRST FLOOR = 130 SQ.FT. �I r _-----_-- ________ ____________________ J I -- B MMEDBOUSISPOC PROPOSED SECOND - =660 50.FT. A ----------- --� ----T-- - --- MGEAl.R • tO =— AV.•— SUBJECT PARCEL 15 IN ZONE X-SEE FLOOD INSURANCE RATE MAP ' i --- --------------- 1 TBP�wALL•Is tOraFxualwnu a PANEL NO.3610500145 H LAST DATED SEPT.25,200q. i 1 ; i ---�--=-r----_-T_--- ------�-- aaLNelm-- --- -------- — (^ I HEALTH DEPARTMENT USE .—.—. .-- --_—_—_ F— 7 I 1 I Ni I s6et36APs -_ ._•_,_-- I TOPOFEtABIWALL a i I� i�l �jl 12w � I I ; I 1 •I 1 1I1 N t 1 11t&' RS t W-7• I 1 gtgY• 1 11 1 j I 1 1 I 1111 I6 I �I 24111%APB ._. •J._• 1 I t I I I_ // UNEXCAVATED j 1 II 1 I 4.0E7EaCmUA41 --•p=>al-_•-'-__i ; I L— ABOVE I Ij 1 II 1 ON7"'C1P.GaMR O II II I i 4•POOREBCOtA mAB I 1 1 W1#5RMATB'Sk WAY -------- I 1 wBX6kIRLIDWYYd9 I 1 II 2W OEEKJST i it 1 1 Oyp) t--------� I I ONB'AGNSANDEBL ' _ K I to I SURVEYORS CERTIFICATION I I � � I _•a141tt3SArs ..L. i i � li i i � � 4'✓ .,.. 1 i s14n1tA Am 'r- '1 '— 1 t751O F�M711111 ` i i i i CO 1 1 1 1 I .I I O Rs f (D n's na 1----r I 31SXItm An I - --r --I- __r_______________ 1 •�1 g1.�y�}y�. f_ .�. 1 .—�._—['—L__-1- -- _ --_ -r_ 2®17ARFH_ _ ---- II —_—_—__—t_ J •,+1� - '✓J N ; BASEMENT 1 I tJ 1 I CLB.NOIR:& 1 TOP OF ELAN WALL° I I 1 CONCREIERODA 1 I �; a• I i `�" TM „„„�z ",�' .F TOPOFWALL 1V d ; I WOFMAINVJA L-W HOWARD W.YOUNG,KY a .S.NO.45WS - N ; i as 1 1 „�TA5W1e716B0 I SURVEY FOR c 1 '-- I 1 ; - I 2.OSONOTUBE A - z 1 1 I 1 I 8'BBAW(BIAOE MIN -. JOHN TOML I NSON ' 4 HERB LEY415 { ------------------ --- --- I-------- 1 _—_—_ —_—_—_ _ _ L- at Mottituak, Town of Southold -- ------- ------- - ---=: ------- � � -------------------- -------------------- , Suffolk County, NSW York 2 I BUILDINGS PERMIT SURVEY A-5 B7¢ County Tax Map Mind 1000 Section 99 Block 02 Lot 17 1 10 Ttit nt3r ra37 Y? rte Gv,• FIELD SURVEY COMPLETED OCT.05,2016 29 sD" gam. MAP PREPARED OCT. 10,2016 srGp Record of Revisions RECORD-OF REVISIONS DATE oY ADDRE551=D SGDHS NGIGA 711 NpV 73,X016 J _ O C O ' 0, ED FOUNDATION PLAN D. Scale: N.T.S. J05 NO.2016-0158 DWG.2016-0155-i:p OF 5 E = MONUMENT SET ■= MONUMENT FOUND A= STAKE SET A= STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7208 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EKISTWG STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)R CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS 400 Ostrander Avenue,Riverhead,New York 11901 tel.651.927.2305 fax.631.929.0144 adminegoungengineering.aom Howard W.Young,Land Surveyor Thomas G.Wolpert,Professlonal Engineer Douglas E.Adams,Professional Engineer 7 SO Robert G.Tast,Architect 1 ' 84• T•to- ar r tO4a tos amp 0 SITE DATA �• r6n�wme A FAF, EA =15481 ACRES OR 69,434 50. PT. n L DATUM - NA.V.DATUM(1988) DotosYSr�Ca111eEal LOOR AREA B5o4•TS•TRKBAMME D FIRST FLOOR 1 80 50.FT. PROPOSED SECOND =660 SO.FT. o' t --- ---�-- DR-- - ------- ® - WAAW •SUBJECT PARCEL IS IN ZONE X-SEE FLOOD INSURANCE RATE MAP i - I 4r1� BOER�ES PANEL NO.3610360143 H LAST DATED SEPT.25,2009. TT I , I, I _ WOOD DECK ,F-�-�v,• 1 tt:ST,aaO ,o-o.c. _ —_._i i a6x n'Pe---------- atS �DPa - ,------ --- -ses:>�4Avs HEALTH DEPARTMENT USE o' I se KITCHEN WOODROOR I - 1 I �tt:SAPeI P + IttT61i,s - $ D BNFARWAtL 'PePLYW0006SIOES r s-77y s Ir a ��WIDOW Wmoew� SCREEN PORCH "T T"S06" I 1N0OOR0" WOOD 'S I SURVEYORCERTIFICATION 2t Cit- 11 '1 G tlalra MEM mj N • I - A APB-_---_-_7-- A ON APB _�'_-_-_- _-'�- SgxOKAPB �. t j'+� ..,7,� _ ',� � a I es $ tSB1S• to•B' tT a ,+e `%z`N;�4 4�, 9`- :.�` fO atfTtikAPB — HOWARD W.YOUNG,N.Y.S.L.S.NO.45895 N ' dY' y I I ® W000 DECK C4 OFFICE .�•_.._.,....- LMO'�B I wO�FLBOR SURVEY FOR = SH i i � i DN JOHN TOML I N50N GD"� Z „TSTA BBO®1B'QGl I , a I ' to-$ HERS LEY415 of Mottituak, Town of Southold Suffolk County, New York I BUILDING PERMIT SURVEY County TAX Map DrstFiet 1000 Section 99 Block 02 Lot 19 VOP 2? ,a, FIELD SURVEY COMPLETED OCT.05,2016 MAP PREPARED OCT. 10,2016 Record of Revislons d D RECORD OF REVISIONS DATE 9 A17DRESSEfl SCOWS NOIGA 01 NOV_ 23.2016 0 o D FIRST FLOOR PLAN 0 a Scale: N.T.5. JOB NO.2016-0138 DWG.2016_0155 by 40F 5 n E= MONUMENT SET ■= MONUMENT FOUND = STAKE SET = STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABUSH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CDNSDI RED TO BE A VALID TRITE COPY (4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W).S:PITC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue,Riverhead,New York 11901 tel.651.921.2505 fax.651127.0144 admen®youngengineering.com Howard K Young,Land Surveyor Thomas G.Wolpert,Professional Engineer Douglas E.Adams,Professional Engineer T ' Rol"rt G.Tast,Architect SITE DATA /QEIHI�D ' AREA =15481 ACRES OR 6.1,454 SQ. PT. VERTICAL DATUM -NA.V.DATUM(1988) mBAY svr C1• a• T- $ $ $ $ 3 SNT PROPOSED FIRST FLOOR = 1,230 90.FT. I �' ? 'x: •_ 1°' +m rR° zW x° Zoe PROPOSED SECOND =660 50.FT. !2 ROM 'o 'SUBJECT PARCEL 15 IN ZONE X-SEE FLOOD INSURANCE RATE MAP y PANEL NO.3610300145 H LAST DATED SEPT.25,20091. HEALTH DEPARTMENT USE 611 1 1 ' - —6 ,— �--o-__ ------r ------------- ' MASTER ROOM — ,— -- ' AxIs%An OLS.HBHC1 , I �} I N'OWR.00BIZ I I 1 N��nl;,i(28TW' S BFIVP�1Fi1CB WIN�DDW 1 I 4 I 214• R , (11=15111M 1 1 '674' 2.674' 2�g TIP • i 1 I 11 i 5URVEYOR'S CERTIFICATION ^- TMW 3y2' 1 PDCH 0 ti 1-14/ I- li R TREE WR R ' _ I /'�•9� `'V, e'`�.J.'`' \ r r, E g _ CLG`Hr> . . mTUFwln j. '`yy' — I �+x � ,••, �-•� r—__—_—I I 1 HOWARD W.YOUNG,N.Y.S. .NO.45 4 •,-,� '•-....,._._.,.r •- -- ---------- 10 .g r I I � r SURVEY FOR - B fi YL- ATFT JOHN TOML I N50N a ROOM1 � iR00M2 �' �, 1 D� �D � f , � HERB LEY415 at Mattituck, Town of Southold _ Suffolk County, New York I I BUILDING PERMIT SURVEY County Tax Map District 1000 section CM Block 02 Lot 117 • 2W na tIe Ue m ns xG m M FIELD SURVEY COMPLETED OCT.05,2016 MAP PREPARED OCT. 10,2016 air ++wa rr +• s s s s ,I s s sir Record of Revisions ®" RECORD OF REVISIONS DATE J _ Ar'i712F4gFT�SGDHS N01GA NI NOV. 23,2016 C 0 c`s SECOND FLOOR PLAN 0 aJ Scale: N.T.S. ' JOB NO.2016-0158 1 DWS.2016-0138—j7p OF 5 El= MONUMENT SET ■= MONUMENT FOUND A= STAKE SET A= STAKE FOUND (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A NOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW-(2)DISTANCES SHOWN HEREON FROM PROPERTY LNES TO EMSTING STRUCTURES ARE FOR A SPECIFIC PURPCSE AND ARE NOT TD BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(1)COPIES OF THIS SURVEY NAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO ME ASSIGNEES OF THE LENDING MSTInJTICN•CERTFICATDNS ME NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (S)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)@ CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS I EROSION&SEDIMENT CONTROLS __ (pwelling wlth 1 __Pum Water) TE5T HOLE 400 Ostrander Avenue,Riverhead,New York 11401 1 Shall include but not be limited to: W.631.-127.2303 fax.651.-72-7.0144 1 A well maintained Construction Entrance, EY MavONALD 6EO`..FrIENGE odm1FT®younganglnearing.00m e11tn with Wire Backed Silt Fencing, stabilization & EL=568 0.0' 91�1Tii7Y Yn*Y 94�TY'+'7Y p blit ►Nater) Seeding of exposed and/or inactive soils. 73ROWN SILTY SAND Howard W.Young,Land SLxvayor W E (SM) Thomas G.Wolpert,Professional Engineer 1 - 2.0' Douglas E.Adams,Professional Engineer - L-ot 2 Robert G.Tast,Architect �bdlvtston - el_uoaN .. S viola I "1N1111am F• DeLuca q4�� I p SITE DATA Lot 100 pile 140. RE 1R�G\ PALE BRorw 5uf f. Go. � FINE SAND *`' bd1v151on - 1 t 6� ��g (SP) FOVERTICAL REA =15481 OGRES OR 6'1,434 5Q. 1=1. v� t3AGE INSPECTIONS ARE idd Estates i ineering at 7615,15 r i DATUM - NAV.DATUM(1988) 11009tatn Es• 1t05 APPROVAL OF STORMWATER MANAGEMEContact TOS Eng rti i®P1 FLOOR.AREA File Code 6 OR Provide Engine�f' � 9 COO w 133 PROPOSED FIRST FLOOR = 1,230 Sa FT. S. cuff. Co.Delling with I CONTROL PLAN -To Backfill PROPOSED sEcoND = 66o sa FT. s ( ter) i w1 he drainage has been 11� � 36s+ I C a publlG vii ()ate-./ -�o- 1 P SUEL NO.PARCEL IS IN TONE X- ED FLOOD I,200 . RATE MAP 1 1 IJ��ATION 1 1"1.0' PANEL N0.3610360143 H LAST DATED SEPT.25,2004. App oved by; HIGHEST EXPECTED 'HEALTH DEPARTMENT USE 7 or t99�OfLY 110�� � GROUNDWATER ELa3.0 - - - - (5.62.0 - - -(5 I 1 rr AL f n _ _ - tOPoSFD��' 5 `,►�- Q �\V' H O.&VI. / �ISTINLS HOUSE PRS' ,K _ _._ _ - O 1 42.98' ELEG�G O d 12 Lot 101 z _ TDEp10L15� LF.MI - _ 9 Subdivision - a¢�N IGldd EStateS tJ X35 zo 50oo' �`'` IL36A 1•K 'Captain plle 110. 16"f2 O w g0,00' o.o e5T G�z10 152 N cuff. G0• II Pteld 0 i - (0 welEl Xiw1n5ilTtehlNt°5 -AVCiGeORDRDfrrm-r I S m '' �r'( - pAN3OOo�o tOoO f,��PRr�,�(nO`'/'FjtD L©�,TFTM 2ao'g sTAn SC d d<}j5 t1 y�Ci -old OOO II E(ISTIre' r_ SRVEYORS CERTIFICATION station) o pump pSyS104 eVIA. 12 O VeLL 200 GC;200 0f pd ^ ' ystem 0V40017 Drive sanitary M2 � SAe46-V LL TO `O G =VAI 103 SHED Z ii - N . * ���;� � .. #11yy ko'll . O c� ` Lot 10 O sN 1' ; 3^� C�bdlvlston „ O y a I n HOWARD W.Yarm,N.YS.L5.NO.45843 lain K1dd Estates O l 58.1 �0 N 11/_a '12. 1 VVI,�j pile No. 162 + t 1 Q `a N �fp• Go• Il F{Gid \ STONE DRIVEWAY -1 9 , ( yyp,inlet Drive V'le =- Sas `T g SURVEY FOR Station) iO s ` s D5 JON x'01' L I NSON tdo 01 V41th 2001 °f w� 1 o d sanitary System ll 64., 33"t.I"i' v 4 �"���B LEY4I�J' propose '� -14.4 t o 5830 0,0017y z l at Mattituak, Town of Southold _ p97� Ilzuw- e s 6 Suffolk County New York _ 00 uwZ Lot 10 r - - � 1 o bdivielort - 11 " t 1" I EStatP.S O 13 BUILDING PERMIT SURVEY IGS ' TI tarntdd Lot Ga o I Lot 104• ' 5ubd1v151on - t e4j f. Go. 'Elie NO. 16t? -'-O County Tax Map District l000 seD(IDR as al>dLo2 (,( 17 1 K►dd Estates I (Dwelling with Public Vya FIELD SURVEY COMPLETED OGT.05,20,6 Lot 103bdt,rlslon - n ,Ica lain 16"t2 MAP PREPARED OGT.10,2016 tai, K1dd Estates p Co. F11e No 5vbd1v15ton - „ "Gap i=11e No 16,2 I Su (Dwelling with Record of Revisions Kidd Estates I -,iJff. 00• 1 ter) �—- - -- RECORD OF REVISIONS DATE +� 1A,^ At7t7RF�fFn 17(•f� NOI .A 01 NOV '-1 nnI6 s LlGaptatn 16'1'1 with Public •�^ I - - AMFNrjF0(31111 DINA PERMIT DATA T7Fr �a,)01h elle NO. (Dwelling 1 (Dwelling with Pub11c RT 50f. 00 ter) t publtG Vyater) I YVater) (Dwelling with PubltG ►^� I t 1 R=25.00' - Ii I L=43.'18' 50 0 25 50 150 1 I scale: 1" = 50' /A� 1/ JOB NO.2016-0138 I !"��T �0 � DW6.2016_0138j:.p I OF 5 i l - =MONUMENT SET ■= MONUMENT FOUND = STAKE SET A= 5TAKE FOUND D ALTERATION OR N TO THIS IS A VIOLATION CTION 7209 OF THE NEW YORK STATE TION LAW DISTANCES SHOWN REON FROM ERTYLINES TO EXISTING ARE FOR A SPECIFIC AND ARE 40T TO BE USED o ESTA13USH PROPERTY NES FOR C71ON OF TO RE A VALID (1 INDICATED SHALL RUN ONLY TOO THE PERSON FOR WHOM THEURVEYYFIS EPREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.(GOVERNME14TAL AAGENCYEAND LENDING INSTITUTION ON LISD HEREON,ANDTOTHE ASSIGNEES OF 7HE LENDINGNSTITU ON (CERTIFICATIONS TE NOT TRANSFERABLE TODADDI IO AL INSTITUTIONS OFENCES SUBSEQUENT OWNERS 5)THE LOCATION OF BEARING WELLS(N').SEPTICLAND TANKSS(»RINKED CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVA71ONS AND OR DATATRUE OBTAINED(4)CERTIFICATION OTHERS. I I — 400 Ostrander Avenue,Riverhead,New York 11901 Li I — �� W. 651.'72-7.2505 Pax.631."i2"1.0144 — — admin®youngenglnaering.com D a � �# a�t � DD Howard W.Young,Land Surveyor Thomas G. t,Professional EngineerMAa — q 2017 Douglas E.Adams, Professional Engineer LOt 2 Robert G.Toot,Architect .. a I BUILDING DEM I S Subdivi5lon ' VOLVC, 1 Viola TOWN OF SOUMOLD 51TE DATA 1 tMOM F• DeLuca e Np g4"i'1 o Fi .��.- Lpt 100 ► 5uff. Go. �D AREA =15461 ACRES OR 6.7,454 50. FT. Subdivt5ton - I r-7 x KidCl �gtQteS I !a� r 'SUBJECT PARCEL 15 IN ZONE X-SEE FLOOD INSURANCE RATE MAP S HGQ Lain 16,2 I PANEL-NO.5610360143 H LAST DATED SEPT.25,2004. 5u p. Gp. File No 1 .11 w�Rs rC'I I ND5°40'00 I N HEALTH DEPARTMENT USE oi yy0oD5 I �_ u; 1 tJ I o`9 1I� --------- O 'o O.6'W Q i Z i 202 - - - O ' ----- --------------� GTRIG O I O 3 Lpt 101 0 20.0.1, V.11' —�\\ \` CTi 36A I I Subdivision e5it O FOUND'`T��b' o ESR IG I V LLGQptain Kidd +,0tat O r. File No 16,2 O 20,.9 O i SURVEYOR'S GERTIFIGATION Suff. Go -- 6---------------- L _ BLOCK SHED - N rn z I GG � I // i L 1 y ,_ L,''{"•x'`j;l�1 ¢ 1 = / I HOWARD W.YOUNG,N.Y.S.L.S.NO.45845 �O LP a I� Lot 102 p i l v N ' - 5ubdivi5ton - 0 �StQteS STONE DRIVEWAY L � I , tarn Ktdd SURVEY FOR LLSuaP Gp, Flle No• I6"1 wooDS �� �; � JON TOML I NSON 33-r.1-r 4 HERB LEW I S C ' ONIAI w - E FENGe 583°4OL0 / i l z at Mattituck, Town of Southold a IS CHAIN LINK ,� I Suffolk County, New York - � no LO t l0 e 5ubdiv►yion - „ O"O FOUNDATION LOCATION SURVEY I Lain Kidd EStat09 o 0 I 4 i Ld Ji0o _ 11 1 LLSQp GO mile No• 1h-12 - County Tax Map Dlstriet 1000 seetlon 94 Block 02 Let 17 Lot 1O n _ Sub 1Gtdd Estates I FIELD SURVEY COMPLETED FEB.25,201-1 MAP PREPARED Fes.24,201-7 Lpt 103 5ubd1V1510 tarn 16-72 I Record of Revisions taro Kidd 'EStoteSll LLGQp File 1`Ip L_ gubdivision ' 16-(2 t 5uff. Co. _ RECORD OF REVISIONS DATE tarn Kidd Estate12 ILL vap Go. File So. Gap , I f 5uff. Go,. File No. 16 I 5 I 0 1 1 R=25.00' _ ED I l I L=43.78' 50 0 25 50 15o l a 5aale: 1" = 50' I EAST ROAD JOB NO. 138 VIM. of /"� .2016-01516_0138_Poundatton_loc E = MONUMENT SET ■= MONUMENT FOUND D= STAKE SET A= STAKE FOUND ys�c) LEVEL EXCAVA a LANDSCAPING EXPERT SITE WORK MI _ 1 Emerson Ot•Hampton Bays•NY 11946 ra:723•2884 cE L:445•2262 vnx:723•2028 CERTIFICATION OF SEWAGE DISPOSAL SYSTEM BY INSTALLER Health Department Reference Number: 0 a 0006 Suffolk Tax Map#: Dist: Sect(s) Blk(s) Lot(s) Project Name or Address: Subdivision Name&Lot# Applicant's Name: Description of System Installed: f Septic Tank O0 Nov - 9 2017 Volume(gallons) Shape: AWetangular [] Cylindrical Name of Precast Manufacturer: Leaching Pools TO�%�'�1i OF SOJiii3 .D Number of Pools Q Diameter and Depth Name of Precast Manufacturer: Other: Attach or sketch below the measurements from building c mers to the access covers of disposal system. A ( /b _ J+f A X70 o 9119 I hereby certify that the subso v✓ag iisposal system,described herein,has been installed by me in accordance ` with the approved plans tandards of the uffolk County Department of Health Services;and is o eratio . Installer SignatureDate a10 : Print Name/Company: Phone (6 ts'=v �p2 Consumer Affairs License Number: This certification shall not be used in lieu of inspections required by personnel of the Department and may be duplicated on company letterhead,provided it contains the above information. WWM-078 (1001) Ott'iee of Wastewater Management 369 Yaphank Avease;Suite 2C Yaphank,New York 11980 (631)852-5700 CERTIFICATION OF SEWAGE DISPOSAL, SYSTEM ABANDONMENT Health Department RefereaceNumber. 60 00&' Suffolk Tax Map#:Dist: Sects) Blk(s) Lots) ProjectName or Address: Subdivision Name&Lot# Applicant Name: I EWMBY CERIVY [HAT: NOV - 9 2017 1. The first septic tank/leaching pool,from the foundation,was located and uncovered,APR 2. If liquid sewage was noted thereiny was pumped dry by a licenser)sewage hauler,All� �01'"�O tJL 3. Tank/pool was inspected for outlet line to an overflow pool,AND 4. Overflow pool(s)was/were located, uncovered and items#2 and#3 were repeated until all parts of sanitary system were located,AND, 5. All parts of sanitary system were removed or filled with clean backfill and any corbelled block domes collapsed. I also certify that the sanitary system abandoned consisted of. First tanklpool feet diameteT_�feet deep( )precast dock ( }O ier First overflow pool_ feet diameter feet deep( )precast Wock ()other Next overflow pool feet diameter " feet deep( )precast( )block( )other Next overflow pool /e�eet diameter -**'feet deep( )precast( )block( )other Company which pumped out sanitary system if different from certifying company: Name of Company: Address: Consumer Affairs License Number: Contractor Signature: Zc" A� S Date �0 �� Print Name/Company: Phone Address: C Consumer Affairs License Number: ,?�V 77- AJ This certification shall not be used in lieu of inspections required by personnel of the Department and mao be duplicated on company letterhead,provided it contains the above information. wwM-080 (Rev_8/05) (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIDLA71ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW (2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO E%IS71NG STRUCTURES ARE FOR A SPECIRC PURPOSE AND ARE L TO BE USED TO ESTA13USH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIME COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue,Riverhead,New York 11901 I , _ tel.631adm n® o3n fax.6531.12^g.0144 I 5A�N I TARRY MEAS,UREMENT5 y g g r i, I OU4 a wun� I 5T 44.5' 4Q' ;I Howard W.Young,Land Surveyor Thomas G.Wolpert,Professional Engineer LP 617.51 -i"1.5' Douglas E.Adams,Professional Engineer - - - -- I LOt 2 W E Robert G.Tast,Architect 5ubdtviston - veLuca" I DeLuGa oi0g411 �I I SITE DATA Lot 100 ► °INtlliam F File N 5uff. 0• f S AREA =1.9451 ACRES OR 61,454 50. FT. I Iz Subdivr ision - i SUBJECT PARCEL IS IN ZONE X-SEE FLOOD INSURANCE RATE MAP idd Estates I PANEL NO.8(2103C,0143 H LAST DATED SEPT.25,200q. "' IlGaptatn K , to File So• 1612 s 5uff. G0. I L11-565 i e I 'R55040 100 O ^I�� HEALTH DEPARTMENT USE ^�„ — SI VSO — D i '•��>-, �_ ',j / N - - � - - � FENCE .Q 0.2s- "o�i�I1T V4000 DECK — — — ---►_ez --------------------- p I N 0 V - 9 2017 O �" ------ --- ----------- FGTRIG � rn _ - Ot 101 N 20.1' b TOR b' SCREEN ;D 5T IL 36A I ri o - O 5 HOUSE' 3 L 2 w 5ubdtvistong FRAME Zq0 >r cR IG Estotesll p t+ I ` O�V1� ��1TR tdd No 162 O �. " ,� � .-. 11Gaptain K Ftle �TDpOR 2O�'� " O I SURVEYOR'S CERTIFICATION Sr1oy±>� I 5uff. Co. _______ _fib'------- I LP p - 41 Ye HEREBY CERTIFY TO J O NTOM L d`;c I N 4EPR 6' r n5' O LEWIS THAT THIS SURVEY WA5 PREPS IN-AGGORDANCE Vl(I 462'---NG. , rnI -- THE CODE OF PRACTICE FOR LAND SUR ,5�ADO B,Y ------------GO +� 4 N v 7K YORK STATE ASSOCIATION OF PRO 1IOIPALrLA�SDDSURVEY I I _ BLOCK SHED I i �' U I r n O m c LAI- 1-Ot 102 - O � '1 � . I HOWARD W YOUNG, " 5ubdtviston c Estates" � � STONE DRIVEYAY - - `"`�•..�,._.,;�.-.F-P % IlGaptatn Kidd No• 16-12 ',o I SURVEY FOR 5uff.. GO• Fi1e YIO JON TOML I NSON 4 MFRS LEINI S J mw-E ' I, "1Nt w r 1 wn 5tu I z at Mattituck, Toof Southold a � 83c40100 ; LINK FENCE di U l; Lot 106 Suffolk County, New York SUbdlvt5i0�states" FINAL SURVEY I - 1 IlGaptatn Kidd 1 LOt 1OtO �tle So 16-12 - County Tax Map oIDLNcc 1000 seGuDD 99 elDck 02 Lot 17 Lot 104 i Subdivision I 5uff• co. I idd E5tatey FIELD SURVEY COMPLETED FEB.23,201.7 MAP PREPARED FEB,24,201-7 Lot 103 5ubdtviston - ptatn K 16"12 II IIGa Ktdd Estates Flle 140Resor o Revisions N 5ubdtviston - (,2 1 5uff. G0' - - — _ RECORD OF REVISIONS DATE Egta " ! 'Ic"ptolnFile 1`10• - - — _ _ FINAL SURVEY OCT.0220111 s IlGaptatn Kidd 16'12 5uff. Go. 1 I .I 5uff. GO• File N0• I I,1 - - R=25.00' m I i I I L=43.78' 50 0 25 so 150 1 Q_ I I f Scale: I" = 5o' JOB NO.2016-0138 I EAST 'COAD Dw6.2016-0138_fe I of 1 I O = MONUMENT SET ■= MONUMENT FOUND D= STAKE SET A= STAKE FOUND i (1NDICATEDDHEEON SHALLIZED T'RUN ONLY TOADDITION THEDPERSON FOR WHOM THEURVEY 15 PREPARED AND ON HIS BEHALF O THE SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE TITLE EDUCATION COMPANY.GOVERNMENTAL)DISTANCES A'GENCOWN YEREON FROM AND LENDINGPNSTIERTY NTION'�LISTED HEREON.AND O THE ASSIGNEES OF THE k$IDINTO EXISTING STRUCTURES ARE FOR A SPECInC PG INSTITUTION ARE NOT CERTIFICATIDNS ARTEyIROT TRDANSFERABLE TO ADDITIONAL ISH PROPERTY LINES OR FOR NSC71ON OF FENCES.(3)TITUTIONS OR SUBSEQUENTTOOWNERS. ()THE LOCATIONES OF THIS SURVEY MAP NOT OF BEARING WEIAS(VA.SEPTICDTANKSS(»&INKED CESSPOOLS(CP)SHOWN HEREONSHALL ARE FROM FIELD OBSERVATIONS AND OR DATATRUE OBTAINED 4)CERTIFICATION FROM OTHERS. I F 1 " ret J — ` 400 Ostrander Avenue,Riverhead,New York I Ig01 :.� tal.631.'121.2303 fax. 251.t2"7.0144 I 5AN I TARY MEA5UREMENTS _ admin®youngenglnaering.com I A B �,- NOV 1 3 2017 N owt� 4 vuuu I I ST 44.5' 4q' '� Howard W.Young,Land Surveyor _ LP 6'15' 77.5' Thomas G..Adams, Professional Engineer ��tT��� �®����� Douglas E.Adams,Professional Engineer Robert G.Tast,Architect I Lot 2 subdivision - el.uca" ! I el_uGa \ltola 1� !,` I 511E-DATA LLVyilliam F• DFlle No. A4"11 ,�. Lpt 100 ► suf f. GO• i r I z s AREA =15481 ACRES OR 6"1,434 50. FT. a I 1 subdivision - F I 11 SUBJECT PARCEL15 IN ZONE X-SEE FLOOD INSURANCE RATE MAP 00 taro Ktdd Estates I l j PANEL No.3610360143 H LAST DATED SEPT.25,200q. 1 LIGap File No. 16"12 B suff. CO• I 04000 rvGUY WIt2E e p � I I SI�FI�®bK�6Ai�1TY®�PARTEIAil9�'�&��T@� R�/0CE5 N83 N a��,�.-.,�HEALTH �E�,'Y r�al "W"g;tip s WoonS I A USE A SINGLE FAMILY 11EB8®ENCE " 025 ,� — — Vr5 --- _ O _ — ---- - late NOV 0 3 2011 H.S.ReT.No.� Q�" i ZW VOW K ----- 182b_�-------------------- O �GT 0 w - ------ � RIG O I O UND '!iSpe�ted alt. E@at2d W ob aWmQm @r RC1 zgvttW'arW ftuRd 4® -- --- i11 S 81Sia�4 C=�6��d 4 i9l�PoD�,tQ � EOR E ap 209,b lqb' 3 LOt 101 \� IL�f'` I N c SUbdivt5ton - O FRA►tE Sas tr o ELEGfRIG ! �. / Kidd Estates" p _ METER I I , C.J`" tarn O � "Gap SO. 16"12 ovrvoosz 209'9 jNpOD°�" 5UR1/EYO�Z GER97FT^IGATION 5uff. Go• Ftle - ---Dov 00 I ----- ', LP O I _ - •WE HEREBY CERTIFY TO J O N T O M L 1 N �6 Ili1/ r 175' O L E W I S.XHAT THIS SURVEY WAS PREPA JNY' CO ANC WI' THE 00DE of PRACTICE FOR LAND 5UR -,)NO $Y THE,, -------�" 1 tit I YORK STATE A5500IATION OF 1(,� /L:AND SURVEYCtRS.�} — — — — — --- SLLO6K SHEDT. m I 4J x , Ilk 3 ATL% F rn { I I HOWARD W.YOUNG,N.Y.S.L.S.NO.456q5 `n. '•�� �.„.... -'�;J` Lot 102 O N If; subdiyisiOn - 1 STONE DRIVEWAY I Captain Kidd Estates 5URVEY FOR % 16'12 I File NO. I JON TOML I NSON 5uff. Co. IAIooDS ��' r HER-5 LEYI I S 11011£ 1ae 19 s83°40'00"W w I 33 zi �,HAIN LiNK 1 at Mattituck, Town of Southold o I Lp� 106 Suffolk County, New York subdivlstOnStates" 0 FINAL WRVEY I E o I I L 105 I "Gaptaln ptde NO. 16-12 p County Tax Map District 1000 section qC1 Block 02 Lot 17 1 Subdivision - I 5uff. CO Lot l04 FIELD SURVEY COMPLETED FEB.23,tontarnKldd EstatMAP PREPARED FEB.24,2011 t 103 1,, division - „ „ 1 I 1 Record of Revisions Lo Sub Estates I Gap Go File N0 16,2 - N subdivision - taln Kldd 1612 I su _ _I, - _ RECORD OF REVISIONS DATE taro Kidd Estates° "Ga File _ FINAL SURVEY ocr.02 20117 LLCap p. File No. 16-12 I su p. Co. No• 5uff. G R=25.00' ML=43.78' so 0 25 50 Iso o I ; D. j I iI I EAST ROAD JO5140.2016-0155 I V DWG.2016-01516_0138_fs RECE1l.../ J = MONUMENT SET ■= MONUMENT FOUND D= STAKE SET ®= STAKE FOUND 'I OCT 1 ? 2017 0 REScheck Software Version 4.6.3 Compliance Certificate D �C N/'" I D., D Project Lewis Tomlinson SAN 6 2017 Energy Code: 2015 IECC BilILD.0 lG DiEp '. Location: Mattituck, New York To"O.F so ,d,�®�� Construction Type: Single-family Project Type: New Construction Orientation: Unspecified Conditioned Floor Area: 1,890 ft2 Glazing Area 21% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Breakwater Road NY John Ferguson Mattituck, NY 11952 NY 11963 516 885-7914 Compliance: Passes using UA trade-off Compliance: 5.5%Better Than Code Maximum UA: 438 Your UA: 414 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Floor living room:Slab-On-Grade:Unheated 98 12.0 0.670 66 Insulation depth:6.0' Floor over basement:All-Wood Joist/Truss:Over Unconditioned Space 660 30.0 0.0, 0.033 22 Wall first fl.:Wood Frame, 16"o.c. 696 21.0 0.0 0.057 35 Orientation: Unspecified Window 101:Wood Frame:Double Pane with Low-E 10 0.330 3 SHGC: 0.32 Orientation: Unspecified Window 102:Wood Frame:Double Pane with Low-E 10 0.330 3 SHGC:0.32 Orientation: Unspecified Window 103:Wood Frame:Double Pane with Low-E 14 0.330 5 SHGC:0.32 Orientation: Unspecified Window 104:Wood Frame:Double Pane with Low-E 14 0.330 5 SHGC: 0.32 Orientation: Unspecified Window 105:Wood Frame:Double Pane with Low-E 10 0.330 3 SHGC: 0.32 Orientation: Unspecified Window 106:Wood Frame:Double Pane with Low-E 10 0.330 3 SHGC: 0.32 Orientation: Unspecified Project Title: Lewis Tomlinson Report date: 01/02/17 Data filename: C:\Users\MW-1\PROJECTS\MW\MATTITUCK\Lewis-Tomlison.rck Page 1 of11 Gross Area Cavity Cont. Perimeter Window 107:Wood Frame:Double Pane with Low-E 10 0.330 3 SHGC: 0.32 Orientation: Unspecified Window 108:Wood Frame:Double Pane with Low-E 10 0.330 3 'SHGC:0.32 Orientation: Unspecified Wall living room:Wood Frame, 16"o.c. 955 21.0 0.0 0.057 36 Orientation: Unspecified Window 203:Wood Frame:Double Pane with Low-E 4 0.330 1 SHGC:0.32 Orientation: Unspecified Window 204:Wood Frame:Double Pane with Low-E 4 0.330 1 SHGC: 0.32 Orientation: Unspecified Window 205:Wood Frame:Double Pane with Low-E 4 0.330 1 SHGC: 0.32 Orientation: Unspecified Window 206:Wood Frame:Double Pane with Low-E 4 0.330 1 SHGC: 0.32 Orientation: Unspecified Window 207:Wood Frame:Double Pane with Low-E 4 0.330 1 SHGC: 0.32 Orientation: Unspecified Window 208:Wood Frame:Double Pane with Low-E 4 0.330 1 SHGC: 0.32 Orientation: Unspecified Window 209:Wood Frame:Double Pane with Low-E 4 0.330 1 SHGC: 0.32 Orientation: Unspecified Window 210:Wood Frame:Double Pane with Low-E 4 0.330 1 SHGC:0.32 Orientation: Unspecified Window 211:Wood Frame:Double Pane with Low-E 4 0.330 1 SHGC:0.32 Orientation: Unspecified Window 212:Wood Frame:Double Pane with Low-E 4 0.330 1 SHGC: 0.32 Orientation: Unspecified Window 213:Wood Frame:Double Pane with Low-E 4 0.330 1 SHGC: 0.32 Orientation: Unspecified Window 214:Wood Frame:Double Pane with Low-E 4 0.330 1 SHGC: 0.32 Orientation: Unspecified Window 215:Wood Frame:Double Pane with Low-E 4 0.330 1 SHGC:0.32 Orientation: Unspecified Window 216:Wood Frame:Double Pane with Low-E 4 0.330 1 SHGC:0.32 Orientation: Unspecified Door A: Glass 22 0.330 7 SHGC: 0.27 Orientation: Unspecified Door B: Glass 83 0.330 27 SHGC: 0.29 Orientation: Unspecified Door C: Glass 28 0.340 10 SHGC: 0.27 Orientation: Unspecified Door D: Glass 28 0.340 10 SHGC: 0.27 Orientation: Unspecified Project Title: Lewis Tomlinson Report date: 01/02/17 Data filename: C:\Users\MW-1\PROJECTS\MW\MATTITUCMLewis-Tomlison.rck Page 2 ofll r Gross Area Cavity Cont. Perimeter Door E: Glass 83 0.330 27 SHGC: 0.29 Orientation: Unspecified Door F:Glass 22 0.330 7 SHGC: 0.27 Orientation: Unspecified Wall second fl.:Wood Frame, 16" o.c. 848 21.0 0.0 0.057 42 Orientation: Unspecified Window 201:Wood Frame:Double Pane with Low-E 14 0.330 5 SHGC: 0.32 Orientation: Unspecified Window 202:Wood Frame:Double Pane with Low-E 14 0.330 5 SHGC: 0.32 Orientation: Unspecified Window 217:Wood Frame:Double Pane with Low-E 14 0.330 5 SHGC: 0.32 Orientation: Unspecified Window 218:Wood Frame:Double Pane with Low-E 14 0.330 5 SHGC:0.32 Orientation: Unspecified Window 219:Wood Frame:Double Pane with Low-E 14 0.330 5 SHGC: 0.32 Orientation: Unspecified Window 220:Wood Frame:Double Pane with Low-E 14 0.330 5 SHGC:0.32 Orientation: Unspecified Window 221:Wood Frame:Double Pane with Low-E 14 0.330 5 SHGC: 0.32 Orientation: Unspecified Window 222:Wood Frame:Double Pane with Low-E 14 0.330 5 SHGC: 0.32 Orientation: Unspecified Ceiling 1: Flat Ceiling or Scissor Truss 660 30.0 0.0 0.035 23 Ceiling living room: Flat Ceiling or Scissor Truss 570 30.0 0.0 0.035 20 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirem nts listed in he REScheck Inspection Checklist. Name-Title Sign at a Date •(� of p►N m w X88848 t'ESSIONP� Project Title: Lewis Tomlinson Report date: 01/02/17 Data filename: C:\Users\MW-1\PROJECTS\MW\MATTITUCK\Lewis-Tomlison.rck Page 3 ofll REScheck Software Version 4.6.3 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section' Plans Verified 'Field Verified # Pre-Inspection/Plan Review -Complies? Comments/Assumptions &.Req.ID Value Value 103.1, 1Construction drawings and ❑Complies 103.2 1documentation demonstrate ❑Does Not [PRI]1 energy code compliance for the u I building envelope.Thermal []Not Observable ;envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR311 lighting and mechanical systems. ❑Not Observable V Systems serving multiple []Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is: Heating: Heating: ;❑Complies ; 403.7 sized per ACCA Manual S based I Btu/hr ; Btu/hr (❑Does Not 1 [PR212 'on loads calculated per ACCA1 p� Manual J or other methods I Cooling: i Cooling: I❑Not Observable I Btu/hr Btu/hr approved by the code official. I 1❑Not Applicable 1 Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lewis Tomlinson Report date: 01/02/17 Data filename: C:\Users\MW-1\PROJ ECTS\MW\MATTITUCK\Lewis-Tom I!son.rck Page 4 ofll section Plans Verified Field,Verified _ # Foundation Inspection Value `- Value Complies? Comments/Assumptions 402.1.2 ;Slab edge insulation R-value. R- R- I❑Complies ;See the Envelope Assemblies [FO1]1 ;❑ Unheated ;❑ Unheated ;❑Does Not table for values. U ;❑ Heated ❑ Heated ;❑Not Observable ❑Not Applicable 402.1.2 ;Slab edge insulation ft ; ft ;❑Complies :See the Envelope Assemblies [F03]1 i depth/length. I :❑Does Not I table for values. l®J ; ;❑Not Observable ❑Not Applicable 303.2.1 JA protective covering is installed JE]Complies [F011]z to protect exposed exterior ❑Does Not ;insulation and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies [FO12]2 controls installed. ❑Does Not []Not Observable I ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lewis Tomlinson Report date: 01/02/17 Data filename: C:\Users\MW-1\PROJECTS\MW\MATTITUCK\Lewis-Tomlison.rck Page 5 ofll Section,_ `° Plans Verified Field Verified '~ °''f # ' Framing/ltough41 Inspection Complies? ,.' .. Comments/Assumptions; &Req:ID- Value, Value„ 402.1.1, ;Glazing LI-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not ;table for values. 402.3.3, 402.3.6, ❑Not Observable 402.5 i ;❑Not Applicable [FR211 I I I 303.1.3 ;U-factors of fenestration products " ❑Complies [FR4]1 :are determined in accordance ❑Does Not U :with the NFRC test procedure or ,taken from the default table. - ' []Not Observable '[]Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 :installed per manufacturer's ❑Does Not instructions. []Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ``' ❑Complies [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 - !or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code __ []Not Applicable limits. @. 402:4.5= IC-rated recessed lighting fixtures - ❑Complies (FR16]2 ` sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm 1 leakage at 75 Pa. - ❑Not Observable ❑Not Applicable 403.2.1 Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is = ❑Does Not U >=3 inches in diameter and >= w = _ R-6 where< 3 inches. Supply and ❑Not Observable 1 return ducts in other portions of [3Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for<3 inches in diameter. { ° ;`°'; #"_,,❑Com lies ,403.3.3,5 ,,Building cavities are not used as ° ��¢`- p I [FR1'5]3 I ducts or plenums. ❑Does Not ❑Not Observable d° ❑Not Applicable 403:4, °°= HVAC piping conveying fluids R- R- ;❑Complies [FR17]2_- above 105°F or chilled fluids QDoes Not below 55°F are insulated to>_R- 1.= ;❑Not Observable 1❑Not Applicable 403.4.1 Protection of insulation on HVAC °+ ❑Complies [FR24]1piping. t ;": ._% f«❑Does Not f p ❑Not Observable ❑Not Applicable 4.03;5:3 Hot water pipes are insulated to R- R- I❑Complies [FR18]2" �>_R-3. ;❑Does Not ;❑Not Observable -]Not Applicable >Automatic or gravity dampers area, :'"`w f' = "°`:❑Complies [FRT9]2,';installed on all outdoor air ❑Does Not -;intakes and exhausts. =. -_ "p-_ []Not Observable -: T, - :�.gin-, , °��.•...p I :. _• ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) -2„ Medium Impact(Tier 2) 1,3,1 Low Impact(Tier 3) Project Title: Lewis Tomlinson Report date: 01/02/17 Data filename: C:\Users\MW-1\PROJECTS\MW\MATTITUCK\Lewis-Tomlison.rck Page 6 ofll 1 High Impact(Tier 1) ;2:; Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lewis Tomlinson Report date: 01/02/17 Data filename: C:\Users\MW-1\PROJECTS\MW\MATTITUCK\Lewis-Tomlison.rck Page 7 of 11 section Plans Verified 'Fiel'd Verified Insulation inspection Complies?, - Comments/Assumptions & Req.ID Value Value 303.1..:'- ,All installed insulation is labeled 10complies [IN13]? or the installed R-values ❑Does Not provided. ' ❑Not Observable ]❑Not Applicable 402.1.1, ;Floor insulation 11-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel � ,❑Not Observable , ❑Not Applicable I 303.2, (Floor insulation installed per _ ` ° ❑Complies 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 :in substantial contact with the :underside of the subfloor,or floor ❑Not Observable , framing cavity insulation is in _ ❑Not Applicable I contact with the top side of sheathing,or continuous ,insulation is installed on the underside of floor framing and :extends from the bottom to the :top of all perimeter floor framing - a members. 402.1.1, Wall insulation R-value. If this is a: R- 1 R- I❑Complies (See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the I❑ Wood ❑ Wood ❑Does Not I table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass I❑Not Observable [IN3]1 exterior,the exterior insulation ; I j requirement applies(FR10). ❑ Steel 1❑ Steel I❑Not Applicable 1 303.2 Wall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1-.2,1 Medium Impact(Tier 2) '3: Low Impact(Tier 3) Project Title: Lewis Tomlinson Report date: 01/02/17 Data filename: C:\Users\MW-1\PROJECTS\MW\MATTITUCK\Lewis-Tomlison.rck Page 8 ofll section Plans Verifieai- Field Verified"' #` " Final_Inspection.Provisioris° Complies? Comments/Assumptions &,Req.ID' Value Value, . 402.1.1, ;Ceiling insulation R-value. 1 R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, 1 ;❑ Wood ❑ Wood ;❑Does Not table for values. 402.2.2, 1❑ Steel 1❑ Steel 1❑Not Observable 402.2.6 I ; ❑Not Applicable [FI1] 1 � � � � , 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 !manufacturer's instructions. []Does Not 1 [FI211 1 Blown insulation marked every ;300 ft2. ❑Not Observable ❑Not Applicable 1 4022.1,. Vented attics with air permeable ❑Complies [FI2212. ,s. insulation include baffle adjacent F ❑Does Not 1 .'` to soffit and eave vents that 4 . ❑Not Observable extends over insulation. °' ❑Not Applicable 402.2.4 ,Attic access hatch and door I R- R- M ;❑Complies ; [FI311 I insulation >_R-value of the ; ; ;❑Does Not adjacent assembly. 1 1 1❑Not Observable 1 1 1 iONot Applicable 1 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50= ACH 50 = ;❑Complies ; [FI17]1 Tach in Climate Zones 1-2,and ; ; 1❑Does'Not i<=3 ach in Climate Zones 3-8. ; ; ; I ; !,[--]Not Observable I 1 1 1❑Not Applicable 1 402.4.2-'',,Wood-burning fireplaces have - = - • ❑Complies ; [FI8]2 . Might fitting flue dampers and ❑Does Not 1 outdoor air for combustion. ❑Not Observable 1 ❑Not Applicable ; 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies [FI411 I cfm/100 ft2 across the system or ftz ftz :❑Does Not 1 <=3 cfm/100 ft2 without air 1 1 handler @ 25 Pa. For rough-in 1 1 1❑Not Observable I Itests,verification may need to ;❑Not Applicable loccur during Framing Inspection. 1 1 1 403.3.2 !Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies [FI27]1 - !determine air leakage with 1 ftz 1 ftz 1❑Does Not 1 !either: Rough-in test:Total l 1 1❑Not Observable 1 I leakage measured with a ; ;pressure differential of 0.1 inch I ; ;❑Not Applicable lw.g. across the system including 1 1 1 1 the manufacturer's air handler "enclosure if installed at time of 1 1 1 1 ;test. Postconstruction test:Total ; leakage measured with a 1 1 I pressure differential of 0.1 inch 1w.g.across the entire system I including the manufacturer's air I handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies ; [17I2411 ;by manufacturer at<=2%of ❑Does Not 1 design air flow. s ❑Not Observable 1 ❑Not Applicable 1 403:1.1• Programmable thermostats - : .❑Complies [F191 `�installed for control of primary ❑Does Not 1 heating and cooling systems and initially set by manufacturer to = []Not Observable 1 ,code specifications. _ ❑Not Applicable 403.112.! j Heat pump thermostat installed ❑Complies [FIlO)2, _';on heat pumps. `p a❑Does Not 1 ❑Not Observable # w ❑Not Applicable 1 1 High Impact(Tier 1) `2` Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Lewis Tomlinson Report date: 01/02/17 Data filename: C:\Users\MW-1\PROJECTS\MW\MATTITUCK\Lewis-Tomlison.rck Page 9 of1l Section- Plans.Verified Field Verifieii - x # Final.lnspection Provisions -°Coinplies? ",..- Comments/Assumptions.- & Req.ID Value-- Value: 40,3:5.1-_, ;Circulating service hot water' -r ❑Complies [FI11]2 lsystems have automatic or ❑Does Not j accessible manual controls. a ° '❑Not Observable - ❑Not Applicable 403.6:1°,- All mechanical ventilation system t' ❑Complies [FI_'F w, fans not part of tested and listed -'' _ :r ❑Does Not J HVAC equipment meet efficacy =' 'p ' and air flow limits. []Not Observable ; ❑Not Applicable 403:2'' i'Hot water boilers supplying heat X ❑Complies ,[F126]2'' through one-or two-pipe heating ❑Does Not systems have outdoor setback ; control to lower boiler water ❑Not Observable temperature based on outdoor e ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems . 5 ° ❑Complies [FI28]2 have a circulation pump.The _ a ❑Does Not ._.Jsystem return pipe is a dedicated :3 return pipe or a cold water supply ' ° ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system I pumps start the pump with signal ;°4 for hot water demand within the occupancy.Controls automatically turn off the pump .'when water is in circulation loop ; is at set-point temperature and no demand for hot water exists. 403:5.1.2..Electric heat trace systems ❑Complies [F[29]2 ;,]comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the []Not Observable ]heat tracing to maintain the _ ..r ❑Not Applicable desired water temperature in the piping. 4 ,; 403.5:2,°',Water distribution systems that ❑Complies [1`130]?P _ have recirculation pumps that - ;.-. ❑Does Not pump water from a heated water t supply pipe back to the heated ❑Not Observable ]water source through a cold ❑Not Applicable water supply pipe have a 4.'demand recirculation water system. Pumps have controls _ that manage operation of the pump and limit the temperature _ ]of the water entering the cold ! water piping to 1049F. j 403.5:4`'; Drain water heat recovery units ❑Complies [F131]2` tested in accordance with CSA _ �❑Does Not B55.1. Potable water-side ,- pressure loss of drain water heat x i❑Not Observable recovery units<3 psi for r '°__ .,x1`. s]!❑Not Applicable ; individual units connected to one 'or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for ]individual units connected to ] three or more showers. I 404.1 175%of lamps in permanent ,lY` = a❑Complies [F16]1 !fixtures or 75%of permanent ~ ❑Does Not !fixtures have high efficacy lamps. _ ] ;Does not apply to low-voltage " yi Z1, a =r,.. ❑Not Observable ! !lighting. " ., o K 3❑Not Applicable ; 11 High Impact(Tier 1) 2' Medium Impact(Tier 2) 1,.3.,1 Low Impact(Tier 3) Project Title: Lewis Tomlinson Report date: 01/02/17 Data filename: C:\Users\MW-1\PROJECTS\MW\MATTITUCK\Lewis-Tomlison.rck Page 10 ofll Section, PlansVerified Field Verified- # Final Inspection Provisions -ValueValue Complies? Comments/Assumptions 404.1.1 :Fuel gas lighting systems have ❑Complies [FI23]3 i no continuous pilot light. []Does Not ;9 ❑Not Observable []Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 ❑Does Not []Not Observable ❑Not Applicable 303.3 ;Manufacturer manuals for ❑Complies [FI18]3 !mechanical and water heating Not systems have been provided. JE]Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lewis Tomlinson Report date: 01/02/17 Data filename: C:\Users\MW-1\PROJ ECTS\MW\MATTITUCK\Lewis-Toml!son.rck Page 11 ofll 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 30.00 Ductwork(unconditioned spaces): Glass &Door Rating U-Factor SHGC Window 0.33 0.32 Door 0.33 0.29 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments 2015 ffCC BulQdong UA CompHance Property Organization HERS Herbert Lewis USA Energy Testing Confirmed 4525 Breakwater Rd 631-682-4896 03/26/2017 Mattituck, NY 11952 John W. Stotzky Rating No:4525 Breakwater Weather:Riverhead, NY Builder Rater ID:0501356 Breakwater Mattituck John Ferguson 0103-0048-C1_John_Ferguson_452 5_Breakwater Rd_HERS_QAD.bIg Elements ��' '��r� %� F. Insulation Levels D `=- 2015 IECC As Designed Shell UA Check _ _ NOVl Ceilings: S 2017 36.3 45.1 Above-Grade Walls: 154.9 115.5 Windows and Doors: 257.1 226.8 Slab Floor: `'1 mssv. ��� 6.6 3.6 Basement Walls: 59.5 104.5 Overall UA(Design must be equal or lower): 514.3 495.5 Mandatory Requirements Shell UA Check PASSES Duct Insulation R-Value Check (per Section 403.3.1) PASSES Window U-Value and SHGC Check (per Section 402.5) PASSES Home Infiltration (Section 402.4.1.2) PASSES Duct Testing (Section 403.3.3) PASSES Mechanical Ventilation (Section 403.6) PASSES Mechanical Ventilation Fan Efficacy (Section 403.6.1) PASSES Mandatory Requirements Check Box(2015 IECC) PASSES This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code based on a climate zone of 4A. (Section 402, International Energy Conservation /Code, 2015 edition.) Name John W. Stotzky Signature � 2'-O Organization USA Energy Testing Date 18 September 2017 REM/Rate- Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. MY=ECCC 2016 ufldong UQ comp ance Property Organization HERS Herbert Lewis USA Energy Testing Confirmed 4525 Breakwater Rd 631-682-4896 03/26/2017 Mattituck, NY 11952 John W. Stotzky Rating No:4525 Breakwater Weather:Riverhead, NY Builder Rater ID:0501356 Breakwater Mattituck John Ferguson 0103-0048-Cl—John—Ferguson-452 5 Breakwater Rd_HER$_QAD.blg Elements Insulation Levels NY-ECCC 2016 As Designed Shell UA Check Ceilings: 36.3 45.1 Above-Grade Walls: 154.9 115.5 Windows and Doors: 257.1 226.8 Slab Floor: 6.6 3.6 Basement Walls: 59.5 104.5 Overall UA(Design must be equal or lower): 514.3 495.5 Mandatory Requirements Shell UA Check PASSES Duct Insulation R-Value Check (per Section 403.3.1) PASSES Window U-Value and SHGC Check (per Section 402.5) PASSES Home Infiltration (Section 402.4.1) PASSES Duct Testing (Section 403.3.3) PASSES Mechanical Ventilation (Section 403.6) PASSES Mechanical Ventilation Fan Efficacy(Section 403.6.1) PASSES Mandatory Requirements Check Box (NY-ECCC 2016) PASSES This home MEETS the overall thermal performance requirements and verifications of the Energy Conservation Code of New York State-2016 based on a climate zone of 4A. (Section 402, Energy Conservation Code of New York State- 2016.) Name John W. Stotzky Signature h v �d Organization USA Energy Testing DateSeptember 2017 REM/Rate- Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. o �� Qder�°s A��hdav�� Property Organization HERS Herbert Lewis USA Energy Testing Confirmed 4525 Breakwater Rd 631-682-4896 03/26/2017 Mattituck, NY 11952 John W. Stotzky Rating No:4525 516-885-7914 Breakwater Builder RaterID:0501356 Weather:Riverhead, NY John Ferguson Breakwater Mattituck 516-885-7914 0103-0048-C1_John_Ferguson_452 5—Breakwater Rd_HERS_QAD.blg IMPORTANT NOTICE TO BUILDER Builder affirms in this affidavit that all components listed in the Building File Report are accurate and incorporated into this New Home. Builder agrees to permit home energy rating system (HERS) Provider and/or Rater, to randomly verify components solely for the benefit of the HERS Providers and/or Rater's interest. The HERS Provider and Rater do not create or imply any duty or obligations to Builder or any subsequent owner. Builder is responsible for making any inspections to protect Builder's interest. There is no GUARANTEE or WARRANTY, expressed or implied, from the HERS Provider or Rater as to this New Home. Builder's Signature: Date: HERS Index: 54 Rating Reason: Confirmed Rater's Signature: Date: �l��� REM/Rate- Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. © 1985-2017 Noresco, Boulder, Colorado. Certffkate of Compdon Property Organization HERS Herbert Lewis USA Energy Testing Confirmed 4525 Breakwater Rd 631-682-4896 03/26/2017 Mattituck, NY 11952 John W. Stotzky Rating No:4525 Breakwater Weather:Riverhead, NY Builder Rater ID:0501356 Breakwater Mattituck John Ferguson 0103-0048-C1_John_Ferguson_452 5_Breakwater_Rd_HERS_QAD.bIg [Note: This form 701 must be executed by the HERS Certified Energy Rater, the Home Owner and the Contractor, and nust be submitted to the Mortgage Lender prior to the Release of Escrowed Funds for Completion of Improvements to the Home.] The Undersigned home owner has retained (the'Contractor) to complete certain recommended improvements as set forth in the Home Energy Certificate issued by the state approved Home Energy Rating System. The undersigned Home Owner, Contractor and HERS Certified Energy Rater hereby certify that they have inspected the property located at and that the improvements to the property have been completed in a workmanlike manner and in accordance with the requirements of the FNMA/FHLMC Energy Mortgage Pilot Program. The undersigned understand that this certification will be relied upon by the Mortgage Lender to release monies currently held in escrow pending completion os said improvements. HOME OWNER: Date: CONTRACTOR: By: Title: Date: State Approved Home Energy Rating System CERTIFIED ENERGY RATER: 70 6\ ujd By: H4�FR-5 0 5-0/ Title: lyep—S /2!L 9/r-r2— Date: -Q- 6-e,401-7 Energy Mortgage Pilot Form 701 REM/Rate- Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. rLfl n®me Energy Rating Cert1 kers Property HERS Breakwater Mattituck Rating Type: Confirmed Certified Energy Rater: John W. Stotzky Herbert Lewis Rating Date: 03/26/2017 Rating Number: 4525 Breakwater 4525 Breakwater Rd Registry ID: 123169229 Mattituck, NY 11952 Estimated Annual Energy Cost HERS Index: 54 Efficient Home Comparison: 46% Better Percent Heating 50.2 $29Use MMStu Cost ost 3% General information Cooling 2.3 $80 W. Conditioned Area 1890 sq. ft. House Type Single-family detached Hot Water 9.9 $0 0% Conditioned Volume 26052 cubic ft. Foundation Conditioned basement Lights/Appliances 23.2 $692 74% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $132 14% Mechanical Systems Features Total 85.6 $933 100% Heating: Fuel-fired air distribution, Natural gas, 96.0 AFUE. Cooling: Air conditioner, Electric, 16.0 SEER. Criteria Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 0.00 CFM25. 2015 International Energy Conservation Code Ventilation System Balanced: ERV, 130 cfm, 75.0 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat NA Slab R-10.0 Edge, R-10.0 Under Sealed Attic R-50.0 Exposed Floor NA Vaulted Ceiling R-50.0 Window Type U-Value: 0.310, SHGC: 0.290 Above Grade Walls R-32.0 Infiltration Rate Htg: 1.77 Cig: 1.77 ACH50 Foundation Walls R-33.5 Method Blower door test TITLE ).1 EZ Z��d Company 06 /4 1�—'h vr9 Lights and Appliance Features Address (Q 1PDrri&ra_ Percent Interior Lighting 100.00 Range/Oven Fuel Propane City, State, Zip Percent Garage Lighting 100.00 Clothes Dryer Fuel Propane Phone# (p31 Cpg� Refrigerator(kWh/yr) 691 Clothes Dryer CEF 2.32 Fax# Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 60.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.4.1 a�O 66 This information does not constitute any warranty of energy cost or savings. © 1985-2017 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. RESNET Home Energy Rating Standard 101scQcsure For home located at: 4525 Breakwater Rd City: Mattituck State: NY 1. The Rater or Rater's employer is receiving a fee for providing the rating on this home. 2. In addition to the rating, the Rater or Rater's employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself D. Training for sales or construction personnel E. Other(specify below) 3. The Rater or Rater's employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. The Rater or Rater's employer is a supplier or installer of products, which may include: Installed in this home by: OR is in the business of: HVAC Systems Rater Employer Rater Employer Thermal Insulation Systems Rater Employer Rater Employer Air sealing of envelope or duct systems Rater Employer Rater Employer Windows or window shading systems Rater Employer Rater Employer Energy efficient appliances Rater Employer Rater Employer Construction (builder, developer, construction contractor, etc.) Rater Employer Rater Employer Other(specify below): Rater Employer Rater Employer I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at http://resnet.us/standards/RESNET_Mortgage_Industry_National_HERS_Standards.pdf. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. John W. Stotzky 0501356 Rater's Printed Name Certification# 4dSeptember 08, 2017 Rat s Signature Date RESNET Form 0300-2 REM/Rate- Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. 0 1985-2017 Noresco, Boulder, Colorado. RESNET Home Energy Rafe n Standard Dlsc�osure For home located at: 4525 Breakwater Rd City: Mattituck State: NY 1. gThe Rater or Rater's employer is receiving a fee for providing the rating on this home. 2. [1 In addition to the rating, the Rater or Rater's employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself D. Training for sales or construction personnel E. Other(specify below) 3. [� The Rater or Rater's employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. F1 The Rater or Rater's employer is a supplier or installer of products, which may include: Installed in this home by: OR is in the business of: HVAC Systems Rater Employer Rater Employer Thermal Insulation Systems Rater Employer Rater Employer Air sealing of envelope or duct systems Rater Employer Rater Employer Windows or window shading systems Rater Employer Rater Employer Energy efficient appliances Rater Employer Rater Employer Construction (builder, developer, construction contractor, etc.) Rater Employer Rater Employer Other(specify below): Rater Employer Rater Employer I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at http://resnet.us/standards/RESNET_Mortgage_Industry_National_HER$_Standards.pdf. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. John W. Stotzky 0501356 Rater's PrintedNam Certification# September 08, 2017 Rater's Signa a Date RESNET Form 0300-2 REM/Rate- Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. 0 E D AS 11 0'r E D ELECTR!CAL It'll's PECTIO'NI REQUIRED DATE:, B.P.t 41 BY: �d,'T�F 15J1LDING DEP, ,R7 8 AM TO 4')M FOR THE r, -C 111`1"� INSPECT O'NS: PLUMBER CER TlFiai Y- D'I'ON' - T�, --) F�-QUIRED ON LEAD CONT IT 17- POU'RED C(.'IjCRET2-- CERTIFICATE&OC('-�"r /' y 2. ROU !H - FIFIAMING & PLUMBING 3, 1h'iStj .ATICN SOLDER USED ltJ 4. FINAL - CONSTRUCTION MUST SUPPL Y S YS TEIV, BE COMPLETE F07, C.O. EXCEED 2110 CF I LE/4,a ALL CO,',ISTRUCT'ON SHALL MEET THE R F.()U I R L.MENTS OF THE CODES OF NEW ..........I YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. J . TJ* NVtG .41 STI 'T/',TE & TOWN COD ES ........ ..... NEW YC 1K ,`- ........... . ....... ............ AS CSUREAND �'ONDITIONS OF ............ . .............. 11J..".-I. ............. ..... . . ............... t L TOW TMUISS PLACARDING REQUIrIED ........... ................. .... ......... J-I i.'j 'j j' "j", IL DO NOTPROCEED WITH TI; DII4 ' OCATION "OUIRED DRAINAGE INSPECTIONS ARE RE OF FOW� -'N APPROVED. Conta,�f '"OS Enqinp�ir*,-ic it 7,q5-1560 before HAS BE Vackfill., �R. pro pwor's Certification ........... L ........ iJ........... that the drainage has been installed to Code. J -4- ........... ............ ......... ..... P, ........... ... .. .... -T 7T Lid OCCUPANCY OR USE IS UNLAWPUL OF �E� VVI THOUT CERTIFICATE �P,,�.PN OF OCCUPANCY ir g: 0 ff In n w OR& ders IJENU TOMLINSAO'O' N wtm I" E MATTITUCK N E W -Y 0 R K DRAWING LIST: DATE: ISSUED TO: 08.23.16 GENERAL CONTRACTOR REV. # ARCHITECTURAL GENERAL NOTES GENERAL STRUCTURAL DETAILS A-0 FOUNDATION PLAN A-1 FIRST FLOOR PLAN A-2 SECOND FLOOR PLAN A-3 EXTERIOR ELEVATION A-4 ROOF FRAMING PLAN A-5 BUILDING SECTION A-6 WINDOW AND DOOR SCHEDULE %RT rle-�ff AT i i NOTES: GENERAL CONDITIONS CONCRETE SPECIFICATIONS MASONRY SPECIFICATIONS 1) The contractor is responsible for checking all dimensions and conditions on the 1) The architect/engineer's certification applies only to this plan's conformance to 1) Exterior wall ply to cover roof top plate completely and be nailed with 8d 1) Interior and exterior footings, slabs, and walls shall be 3000 PSI concrete unless 1) All masonry work to comply with Building Code Requirements for Masonry job. Where conditions prevent obtaining dimensions they should be checked by the 2015 International Building and Residential Code, New York State Uniform common nails 3"on center, staggered into both the tap and bottom plate. otherwise noted. Structures, ACI 530-11/ASCE 5-11/TMS 402-11. Mason to follow 2015 engineer. Code Supplement & WFCM 2015. 2) All roof and wall plywood to be nailed with 8d nails 4" Q.C. on edges and 6" in 2) Footings below columns to be 24"x24"x12" unless otherwise noted. International Residential Code Chapter 10,New York State Uniform Code 2) Construction contractor and his subcontractors agree that in accordance with 2) Glazed openings must be protected with glass, certified to meet the large missile the field unless otherwise noted. Nail heads shall not penetrate surface of 3) Contractor to verify soil bearing capacity to be not less than 4000 PSF. No Supplement& WFCM 2015. test(impact-resistant) or with structural shutters with a minimum thickness of plywood. Nail Guns need to be set to the proper pressure. footings or slabs are to be cast on uncontrolled fill, loose soil, organic material 2) All horizontal and vertical joints to be 3/8" thick. generally accepted construction practices, construction contractor and his (' p ) p yw p p p- subcontractors will be required to assume sole and complete responsibility for job 7/16" and a maximum span of 8'. Attachment hardware to be corrosion resistant 3) Exterior plywood shall be continuous over all plate to plate and plate to rim board frozen ground, mud, clay or other unsuitable materials. If any of these situations 3) The cavity between the brick and block or insulation shall be kept free of mortar site conditions during the course of construction of the project including safety to #8 wood 2-1/2" screws placed 8" on center. interfaces and may butt together at mid-depth on rim board. Exterior plywood to are present it should be brought to the attention of the engineer. and shall not be less than a 1" space. all persons and property and that this requirement shall be made to apply 3) Electrical work shall conform to national electrical code (latest edition) and any run continuous from sill plate over rim joist to studs. "L" shaped plywood to be 4) Contractor to verify existing and seasonal ground-water level. If level is within 2 4) Mortar joints between concrete blocks shall be made straight and with uniform continuously and not be limited to working hours. Contractors agree to defend, applicable local codes. placed around upper window and door corners. feet of the bottom of the basement footing the architect/engineer should be thickness. Bed joints for the face and web shells shall be fully mortared. indemnify and hold design professionals harmless from any and all liability, real 4) Contractor to verify all dimensions before starting. 4) Three rows of blocking to be installed every 4' along gable rake walls. The contacted. 5) Horizontal and vertical cells of concrete blocks that contain reinforcing bars, or alleged, in connection with the performance of work on this project. The 5) If header sizes are not shown, contractor to contact architect/engineer. plywood roof is to be nailed into this blocking. 5) Concrete shall be air-entrained with an air content not less than 5% or more than ledger bolts or other inserts shall be filled solid with cement grout. contractor is responsible for the stability of the structure during erection. 6) Do not scale drawings. Follow dimensions only. 5) All roof rafters to be connected to top plate with Simpson I12.5A hurricane ties 7%. 6) Grout pours shall not be made in lifts higher than 5'. The grout should be well 3) All work performed by the contractors shall conform to the requirements of local, 7) Contractor to verify by testing if lead based paint, asbestos, mold or other unless otherwise shown. Hip rafters to be tied to top plate with Simpson HCP4 6) Concrete slump shall not be more than 5". Engineer has approval to reject consolidated in place. Lifts shall stop 2" below the top block. Grout mix shall be municipal, state and federal laws as well as any other governing requirements, hazardous substances are present before starting work. (double hip) or HCP 1.81 (single hip). Note that partially enclosed structures shall concrete if slump is larger than specified. fine and conform to ASTM specification 0476. Mix to be a nine sack mix. Grout whether or not specified on drawings or in specifications. Contractor to be 8) Beginning April 22, 2010, federal law requires that contractors performing use a Simpson H10 hurricane tie. 7) If concrete is delivered in an outdoor temperature lower than 40 degrees F it tohave a minimum compressive strength of 3500 psi. OF NLtr responsible for required inspection(s) of his; work. renovation, repair and painting projects that disturb more than six square feet of 6) Interior shear walls to be '/2"plywood, nailed with 8d[nails 3" O.C. on edges and should be heated to insure that it will arrive at the job site having a temperature of 7) Al,l brick shall conform to ASTM spec C62 and C216. �Q'C \,pN Lt YO 4) The contractors shall notify the architect/engineer immediately if he cannot paint in homes, child care facilities and schools built before 1978 must be 6" in field with all edges blocked and nailed unless ottherwise noted. Bottom plate not less than 60 degrees F or greater than 85 degrees F. 8) The grout space in the parapet walls shall not be less than the sum of the comply with the work called for on the drawings. certified and trained to follow specific work practices to prevent lead to be nailed into joists below with 16d nails 3" on center. 8) If the weather reports the temperature of the ambient air will fall below freezing diameters of the vertical and horizontal bars plus 1/4" clear on each side of the 5) The contractors shall notify the architect/engineer of any discrepancies between contamination. 7) All exterior columns to have continuous galvanized mietal straps from girder for 3 consecutive days, cold weather concrete specifications will need to be bars. The grout space shall not be less than 2 thick. a .< cc the drawings, notes, specifications and field conditions before commencing any 9) Any alteration re air addition or conversion to an existin dwellin re uirin a below to irder above. Stra s to be Sim son CS lb wind connected with 11 l Od followed. Contact Engineer if this is going to occur. 9) All pipes that pass through the masonry shall be sleeved to prevent them from LU P g g q g g P P ( ) rL work and request clarification. Contractor shall notify architect/engineer of an 9 The addition of an admixtures to concrete shall be approved b the Engineer. bonding with the masonry. = q Y b Y building permit requires that all sleeping rooms in the house be upgraded with common nails each end. ) Y PP Y g N design Y Y hard-wired and interconnected smoke alarms. 8) Columns restingon concrete to be connected at the base concrete with a Simpson 10)Two concrete strength test cylinders, 6" in diameter by 12" shall be taken from 10)Full height vertical joints shall be filled with a compressible bituminous material. �O 0 desi defects which the contractor actually identifies or reasonably should have identified in the drawings or specifications. 10)Excavations deeper than 5' must be constructed according to OSHA regulations. Post Base fastener and the top with a Simpson type Post Cap with(12) l Od nails each truck delivery unless otherwise approved by the Engineer. Compressive Horizontal reinforcing does not continue through the vertical joints. Aq� sS 6 Contractor to verifynew work with surve stren(o th tests to be taken for each day's our exceeding 5 cubic yards. Two 11)For masonry block, horizontal joint reinforcement shall consist of at least(2) �FSS1 Y• Soft or sandy soils must have at least a l:l slope. Hard or compact soils must each end. .. Y P g 5 7 Contractor to provide all necessary protection and security for his work until ° specimens to be tested 28 days. Field cured cylinders shall be cured under field wires of W1.7 spaced not more than 16" on center vertically. p ry P Y have at least 1:2 slope. 9) Bored or holes or notching in studs shall not exceed�5/o of the stud depth. If hole P @ Y • Y Y• turned over to owner. Fire extinguishers must be provided on each floor during 11) Grade property 5% in first 10' from the building. Elsewhere the site to be sloped or notch is between 40% and 60% of the stud depth tlhan the stud shall be conditions in accordance with "Making and Curing Concrete Test Specimens in 12)For block and veneer masonry, horizontal masonry wall ties shall be a 3 wire construction. away at 2%. Foundation wall to extend a minimum 8" above grade. doubled. the Field" (ASTM C 31). ladder type No. 9 gauge (W1.7). Splices shall be lapped a minimum of 6". 8) Contractor shall be responsible for cutting, fitting or patching to complete the 12)Under slab areas—after the service lines have been installed, all plastic or copper 10)Contractor verifies that he has reviewed the installation guide for the engineered 11)All rebars to be grade 60 KSI steel and shall be free of rust, scale and dirt. Minimum embedment of wire to be '/2 the thickness of the veneer unit. Cross work or make the parts fit together properly. lines should be properly bedded (clean fill, no rocks) and tested for leaks prior to wood products for this project. 12)All rebars shall be securely tied in place and adequately supported. All rebar ladder wires to be smooth No. 12 gauge wire 16" on center. Space reinforcement 9) The contractor shall be fully responsible for the removal or replacement of backfilling. All copper lines should be checked for dents or abrasions and 11)First floor I joists to have (4) l Od nails installed in its;' bottom flange to the double splices to be minimum 40 bar diameter. Rebar shall be continuous through every 16 vertically. + 13 For cavity wall brick veneer ties shall be spaced no more than 16" apart damaged or defective material or poor workmanship. They shall replace or repair wrapped in split foam insulation. sill plate. corners with splices located not closer than 3 from corners. ) Y , P as directed by the architect/engineer, all such damaged or defective 13 All trades that are installin i in under the slab must install color coded caution 12)When engineered floor 1-Joists are used, rim joists to be Timberstrand 1-1/4" LSL 13)All footings are to have their rebar placed no closer than 3"to the supporting soil. horizontally and vertically. Maximum air space to be 1"—if larger than. I" require installing g D E S I G N materials,which shall appear within a period of two years from the date of tape 12" above their work. Use red for electric, blue for water, green for sewer, rim board. 14)No weight shall be placed upon footings or walls until 7 days after placement as adjustable anchors. Corrugated ties should be corrosion resistant and at least 22- substantial completion of the job. yellow for gas and orange for phone/cable. Mark location of new work with color 13)TJI Joists to have solid blocking and web stiffeners, uvben above walls or posts sit long as the concrete strength has reached 2500 psi or by engineer's approval. gauge,, 6 long and 7/8' wide. Ties shall penetrate into the mortar joint half the [6 3 1 1 33B-9259 10)The contractor(s) shall remove all rubbish, waste materials and surplus materials coded spray paint after trenches have been backfilled. directly above. 15)Contractor to notify Engineer for inspection of all rebar work prior to placement thickness of the veneer and have at least a 5/8 inch or mortar cover to the exposed M W D E S I G N I N G.e 0 M that are a by-product of their work. Debris, dirt and dust to be kept to a minimum 14) Copper joints will not be allowed under the slab and must be placed in a wall 14)Web stiffeners to be 5/8" on TJI 110 joists, 7/8" on 2:30 joists and 360 joists and of concrete. face. A minimum of an 8d nail or fastener having equivalent or greater pullout and to be confined to the immediate construction area. manifold. 2x4 for 560. 1/8" gap to be left at the top between sttiffener and flange of joist. 16)Concrete pours over 9' shall be thoroughly consolidated by suitable means during strength to hold anchor to stud wall. Locate the nail or fastener within 1/2 inch of 11)Contractors shall provide all necessary protection for his workers. 15)Roof shingles installed must meet 130 mph rating& wrappers shall bear label 15)Two or three Microlam LVL's shall be connected wilts 3 rows of 16d nails 12" placement using a mechanical vibrator. the 90-degree bend in the anchor. Corrugated ties are not to be used with metal —, 12) The construction drawings and specifications are supplied to illustrate the design indicating compliance with ASTM D 3161 class F. Contractor to follow nailing O.C. Four Microlam LVL's shall be bolted with 2 ro>ws of bolts @ 12" O.C. ) g g p studs. ��( �p 17' Back filling against foundation shall not take lace until first floor is anchored to L L E V V E L L T and the general type of construction desired and are intended to imply the finest 16 Anthonyower Beams may be substituted for LVL's; as long as the wood foundation. Backfill material shall be clean course sand. Equipment used for 1) and the m shear anchors shall be used for connection between the steel columns g yP P Y per manufacturer. ) Y Y g backfilling shall not come closer to the wall than the height of the backfill. and the masonry wall. They are to be located every 16" vertically ir, every other quality of construction, material and workmanship throughout. 16) Contractor is responsible for all flashings. dimensions are not less than the specified LVL. g g ENGINEERING 13) The contractor(s) shall maintain a current and complete set of construction 17 Web stiffeners to be installed on cantilever TJI's support points. 1) All footings to rest on virgin undisturbed soil. If soil is disturbed mechanical course. @ PP P b g 61 SHINNECOCK HILLS RD compaction to 95% relative compaction in soil lifts not exceeding 6". 2;y Where block masonry and steel columns meet a void may fore which shall be drawings on the site during all phases of construction for use by all trades. 18)Do not bevel cut I-Joist beyond the inside face of support. p g SOUTHAMPTON, NY 11968 14)No changes or modifications to the work shall be made without approval of the FRAMING NOTES 19)Full width engineered lumber can be substituted for(2)or(3) members of the 2) Concrete wall design assumes backfill is well drained. filled with ,pre-compressed self adhering foam sealant. Sclf adhering flashing shall by used at steel corners where end dams are located TEL: [6311287-5540 owner and/or architect/engineer. Failure to obtain this approval shall cause the same type lumber. 3) Anchor bolts to be 5/8"x 1..." "J" shaped, hot dipped galvanized or stainless steel 3� g `- g P 1 All framing lumber to be Douglas Fir#2 or better in an S-Dr condition. located 4'on center unless otherwise noted and a maximum of 12" from all along the web. They are to be made of 40 mil rubberized asphalt. CELL:[516] 375-0093 contractor or sub-contractor to assume full responsibility for subsequent } g g Y 1) Hangers are shown on plan. Contractors to consult architect/engineer if hanger is 4`, All lintel flashings to have end dams. lewelew@aol.com modification of the work required by owner or any regulatory authority. 2) All sill plates that sit on concrete to be a minimum double 2x6 ACQ pressure not shown in drawings. Contractor verifies that he has reviewed Simpson"Wood corners. Minimum embedment to be 7". Provide not less than two (2) anchor 4 g @ 15 The architect/en ineer assumes no responsibility for construction means, treated. Fastening of rim board to sill to be l Od toe nails 6" on center. All nails Construction Connectors" catalog for fastening details. All deck hardware to be bolts on any one sill. Anchor bolts to have nut and washer tightened to sill. Horizontal expansion joints are to be located directly below every shelf angle. g p 6) Where reveals in the brick occur, the brick below shall be chamfered so as to not methods,techniques, sequences, or procedures or for safety precautions and penetrating into the pressure treated sill plate shall be hot dipped galvanized or Simpson Z-Max or stainless steel. Z-Max to use hot dipped galvanized nails and Washers shall be a minimum of 3/16' x 3 x 3 square plate washers unless stainless steel- T otherwise shown. Bolts to be located down the center of the sill late. Deviation create a ledge. These brick units shall be 100% solid (no cores). If the brick is to progress in conjunction with the work. There are no warranties, nor any stainless steel hangers to use stainless steel nails. P be un-chamfered the reveal depth shall not be greater than /4 merchantability of fitness, nor a specific use expressed or implied in the use of 3) Termite shield shall be either copper or COP —R-Shield and extend 1" minimum 2) Contractor to provide roof ventilation net open area equivalent to 1/300 of the of more than 1"will not be acceptable. A hot dipped galvanized or stainless steel P g 3 these plans. on each side of the concrete wall. Sill sealer to be used with this product. attic floor area provided a vapor retarder is installed on the warns side of attic 5/8"x 10" threaded rod can be substituted for anchor bolts by being epoxied into 7; Vertical expansion joints shall be located at every exterior steel column except at MATTITUCK 4 Two rows of blocking to be installed ever 4' along concrete foundation walls lace using Simpson Acrylic Tie. the corners. 16) The contractor shall retain the services of licensed professionals for code ) g Y g ventilation. P g P' 8) Shelf angles or lintels shall continue through corners and be mitered. RESIDENCE compliance for the electrical, mechanical and plumbing systems which are not where the first floor joists are running parallel to the foundation wall if the wall is 3) Contractor to provide crawl space ventilation openings to be not less than 1/1,500 4) Contractor to install damp-proofing on all foundation walls and footing base that part of these drawings. All work by electrical, mechanical and plumbing taller than 8'. The plywood floor is to be nailed into this blocking. of the under floor area where a vapor retarder and openings placed to provide comes in contact with soil. See Foundation Drainage #8. 9) Not less than two-thirds of the brick width shall be placed on a llintel or shelf 5 Fastening of exterior plywood to rim joists box beam and double to plates to be angle. BREAKWATER ROAD contractors shall be in accordance with 2015 International Building and ) g P Y J ( ) P P cross ventilation. Ventilation not required when ground surface is covered with an 5) Provide (2}#5 rebars continuous reinforcing at top of all foundation walls. Set 2 rows of 8d nails 3" on center. Fastening of plywood to double sill late to be 3" approved vapor retarder, the erimeter walls are insullated and the space is rebars into concrete with an embedment of 3"from the to and inside edge. 10)Masonry block cells adjacent to all windows, doors, inside and bar ver corners, MATTITUCK, NY Residential Code, New York State Uniform Code Supplement and WFCM 2015. g P Yw' P PP P � P P p „ g � and adjacent to control joints shall be grouted and contain #5 rebar vertically. on center staggered into each 2x member. conditioned. 6) Provide (2) #5 rebars continuous reinforcing in wall footings placed 3 from soil 6 Fastening of to and bottom late on interior walls to be 2 16d nails ever 12". 4 Ceiling joists used or collar beams to be nailed with (8 10d common nails at the and 4" from outside footingedge unless otherwise shown. 11)Mortar shall a type S for block and N for brick. Sand is to be free of salt, dirt or GENERAL NOTES ) g P p ( ) Y ) g J << ) g Top plate to be connected to ceiling joists or with blocking spaced not more than joist rafter connection unless otherwise shown. 7) (2) #5 rebars to be placed on all four sides of window and door openings and any other organic matter. Water is to l potable. 12" on center with 2 16d nails ever 12". 5 Floor to floor tension ties (Simpson CS 20 x 36" to be installed eve 32" around other large openings. Each end of the 45 rebar to extend 2' beyond the opening. 12)Weep holes are to be located above all windows, doors and base; flashings. LOCATION LIVE LOAD DEAD LOAD L.L. DEFLECTION O Y ) ( P ) every g Y P g• Spacing to be 24" on center with a minimum of two. Weep hole,to have installed First Floor 40 PSF 10 PSF L/480 7) All deck ledgers to be pressure treated 2x material. Ledgers to be attached with house perimeter holding second floor studs to first floor studs unless otherwise 8) Stepped footing not to exceed V vertical for every 2' horizontal. Rebar to Second Floor 30 PSF 10 PSF L/480 '/2" lag or thru bolts w/washers 12" O.C. top and bottom staggered and located shown. Partially Enclosed Buildings to have floor to:floor tension ties every stud. continue through stepped footings and bent through steps. weep tubes or plastic head joint ventilators mesh(non-woven laminated). 13)Lap flashing joints a minimum of 6". If flashing material is not self-adhering set Project N0. 16.05 Decks 40 PSF 10 PSF L/360 not closer than 2" from top and bottom edges and ends. Hole for lag bolts into rim Tension ties to be located on each side of door or wimdow openings over 4' and 9) Pilasters to be 12" wide x 4 '/2" deep and contain(4)#5 rebars vertically tied to ! joist to be 5/16" and ledger All Railing posts to be connected w/ Simpson within 2' from all corners unless otherwise shown. 9� 8d nails to be installed at footingrebar and to of wall rebar. Vertical caged bars to be 2" off inside edges lapped flashing on a continuous bed of mastic that is compatible with flashing Designed by M Exterior Balcony 40 PSF 10 PSF L/360 J g g P P O P g g 1. Flashings to be copper, lead coated copper or stainless steel. „ materia P Porch (enclosed) 40 PSF 10 PSF L/480 Strongtie DTT deck tension ties (www.strongtie.com/deck). each end. and hooked back to rebars in footing and upper wall with#3 stirrups at b on Drawn by MSN ( g ) 14)Extend flashing to lap at all corners. Checked by GL Attic (non-storage) 10 PSF 5 PSF U360 8) All headers to be (2) 2x12 or(2) 1-3/4 x 11-7/8 microlams unless noted 6) Roof ridge tension strap to be LSTA-18 with (4) 8d nails each end. center placed vertically. otherwise. 7 Double LVL's or dimensioned lumber shall be installled around all fireplace, stair 10)All steel columns to be bolted to footings. 15)Flashings to continue through vertical expansion,joints. Attic (storage) 20 PSF 5 PSF L/360 ) p � , „ 16)Flashings to extend beyond the face of wall to farm a drip. Ceilings w/plaster 40 PSF 20 PSF L/360 9) Double floor joists shall be located under all parallel partitions unless noted openings and skylights with connector hardware. 11)Steel column.top plate to be minimum /2 thick and cover all supporting g P 17)Bond beams to have their horizontal rebars continue around corners 2' or 40 bar Roof(w. fin. clg.) 25 PSF snow 15 PSF L/240 otherwise. Spacing between floor joists should allow for plumbing in plumbing 8) Cathedral or vaulted ceilings to have air-venting baffles on underside of roof members. Base plates to be 10 x 10 unless otherwise noted. walls. running continuous from soffit to roof vent. 12 Concrete slab control joints to be 1/4"' depth of slab and not exceed more than 25' diameters which ever is more. All splicing of rebars to be 40 bar diameters. Bond Roofing(no fin. clg.) 25 PSF snow 10 PSF L/240 g ) p beams to be located at the top and bottom of wall unless otherwise shown. 10)All floor joists must be restrained at the ends to prevent rotation by either a rim 9) All crickets to have minimum pitch of'/4' per foot. center to center spacing. Joints should be laid out to form floor panels as nearly joist, end blocking or joist hangers supporting the depth of the joist. 10 18)Vertical rebars to be located within 8"of corners and end walls. Vertical and PATE: 08.23.1 Ceiling beam sizes may have to be increased for heavy storage attics. J g J g PP g P J )Joist hangers shall be used on all flush headers. square as possible not exceeding a ratio of 1-1/2 to 1. Joints can be either formed, horizontal bars shall be placed around all openings and extend past each other a 11)Two rows of blocking to be installed every 4' along the foundation wall that is 11)All framing on or near water should be fastened with hot dipped galvanized or tooled, saw cut or Zipstrip. 1) Wood frame dwellings to be designed in accordance with the 2015 International parallel with floor joists. The plywood floor is to be nailed into this blocking. stainless steel nails and fasteners. 13)Welded wire mesh should be positioned in the top 2" of the slab. Flat sheets to be minimum of 40 bar diameters. REVISION: 12 Floor plywood,to be glued and nailed to floor joists 4" on edges and 6" in field 12 4x4 deck posts are to be bolted to the rim oc•band 'oi;st w! 2 ''/2"x 6" hot dipped used with an overlap of 1'. 19)Adequate bracing for walls taller than 8' shall be constructed per OSHA guide Building and Residential Code,New York State Uniform Code Supplement & ) P Yw' g J g ) P .1 O PP P lines and approved by the engineer prior to construction. WFCM 2015. Wind speed to be used is 130 mph. Exposure B category to be used with 8d common nails. galvanized bolts, 2" from the edge of the joist. The spacing of the posts are not to 14)Under the slab shall be placed 2" of compacted sand over a 6 mil vapor retarder 20)Extend flashings to lap at all corners. for urban, suburban or wooded and Exposure C to be used for open and shoreline 13)All walls over 8' high to be blocked @ mid-span. exceed 6' on cent-.r. with joints not lapped less than 6". P P 21)Waterproof insulation is to be used in cavity walls where shown. areas. Earthquake Use Group I, Site Class D, Seismic Design Category B. 14)All post widths to be as wide or wider than multiple member width that it is 13)Garage door shall have a minimum of(5) 3/8" x 3" lag bolts supporting each 15)Sub-grade preparation under slab—The existing sub-grade should be cleared of + „ supporting. arage door rail for 8' x 8' door and 8 la bolts for 8' x 16' door. Contractor to to soil and organic matter and stockpiled separately. Pronounced soft and hard 22)Steel lintel gearing to be 8' minimum on concrete block and 4 on brick units. 2) These plans are designed to meet or exceed the requirements of the 2015garage O g p g p P y' 23)Stack Bond to have installed a minimum of(1) 45 rebar in each piece of block. International Buildingand Residential Code, New York State Uniform Code 15)2x6 strong backs (2) on all ceiling joists 8 O.C., unless the ceiling is an verify that door is impact resistant. spots should be excavated and refilled and compacted with a soil similar to the „ 24)Wall reinforcing s.�all not be less than#5 @32 on center vertical and (2) #5 Supplement & WFCM 2015. When building in other jurisdictions, variations or engineered floor I joist. surrounding soil. rebars for bond beam. adjustments may be required. Verify any such requirements with local code or 16)Splices of top plates shall not be closer than 6'. Studs to fall under all splices, top FOUNDATION DRAINAGE 16)Granular fill, such as gravel or a mixture of sand and gravel shall be used as fill enforcement officers. and bottom. Studs to line up vertically with roof rafters wherever possible. under the vapor barrier. If soil is disturbed, mechanical compaction to 95% 17)All gable end walls with cathedral ceilings to be balloon framed unless otherwise 1) All drainage stone to be free-draining granular materiial such as course sand and relative compaction in soil lifts not exceeding 8". shown. pea gravel. 1) Curing of concrete slabs open to the elements is to be done by keeping the slab 2) Drainage pipe to be 4" in diameter, 2000 psi perforatedwet and at temperatures between 40 and 70 degrees F or using a curing polyethylene drain pipe T with slotted holes on all sides and installed above the.,footing and below the slab compound. GENERAL NOTES level. Pipe to be covered with filter fabric. Drainage tto drywells. 2) No vehicles shall be placed on the slab until the 28 day strength is achieved. 3) Filter fabric to be Mirafi 140 N or approved by Engineer. 4) Drainage pipe cle-mouts to be brought above grade&:capped just below finished PD grade with rubber cap. Clean outs to be located V before 90 degree bend. 5) Bring sand backfill 3"to 4" above grade to allow for settling. Add 4" native soil G J to top at end of job. J/; 2017 6) If pumps are required they are to be checked &tested twice per year. 7) Site to be sloped away from house 1/2"per foot for 101'. I�VI B}zf npT. 8) Foundation wall waterproofing to be Tuff-N-Dri with drainage/insulation board � , TOl 01"soul' 0, Warn-N-Dri. NOTES: Nailing Schedule Num � RIDGE BOARD TIE Roof Framing Joint Description ber of nails Nail Spacing RlDG':BEAMASSPE SPECIFIED ROOF RAFTER Rafter to top plate Toe Nailed 3-8d Per Rafter 2x BLOCKING ON GABLE ROOFS Ceiling Joist to top plate Toe Nailed 3-8d Per joist ATTIC SIMPSON LSTA-18 TENSION STRAP W/[4] LOOKOUT FRAMING TO EXTEND 8'INTO ROOM Ceiling Joist to Parallel Rafter Face ailed 6-16d Each lap 8d NAILS EACH END W/SIMPSON H10 HANGER FROM EXTERIOR WALL Ceiling Joist Laps over Partitions Face Nailed 6-16d Each lap ON EVERY OUTRIGGER AND BE PLACED 2'O.C. Collar Tie to Rafter Face Nailed 3-8d Per Tie Blocking to Rafter Toe ailed 3-8d Each Each end Rim Board to rafter End ailed Wall Framing 2-16d end zz. EILING JOISTS AS SPECIFIED _ Q UBL ER SIMPSON H2.5A HURRICANE CLIPROOF RAFTERS AS SPEC BLOCKING Top Plate to Top Plate Face ailed 2-16d Per Foot INSTALLED AT EVERY RAFTER Top Plate at Intersections Face ailed 4-16d Joints ea. Side °° HURRICANE TIE Stud to Stud Face nailed 2-16d 24 o.c. (2)2'x6"TOP PLATE ON EA OUTRIGGER Header to Header Face Nailed 16d 16 o.c. along edges ATTIC Top of Bottom Plate to Stud end Nailed 2-16d Per 2x4 Stud 3-16d Per 2x6 Stud 4- 6d Per 2x8 Stud 2"x6"STUDS @ 16"O.C. Req U i r ed Connection Detail AT ROOF LEVEL Bottom Plate to Floor joist, Band Joist, End Joist, or Blocking (Face Nailed) 2-16d �,2 Per Foot Floor Firaming BASEPLATE SCALE: N.T.S. +—HEADER FASICA BOARD Joist to Sill, Top Plate or Girder Toe ailed C 4-8d Per Joist SECOND L 0 0 R Bridging to Joist Toe ailed 2-8d Each End DOUBLE TOP PLATE Blocking to Joist Toe ailed 2-8d Each End Blocking to Sill or Top Plate Toe ailed 3-16d each block WALL STUDS 916"O.C. Ledger Strip to Beam ace Nailed) 3-16d each joist Joist on Ledger to Beam Toe ailed 3-8d per joist METAL CAP FLASHING Band Joist to Joist End ailed 3-16d per joist @ PIPE MIN.2" Band Joist to Sill or Top Plate Toe Nailed 2-16d per foot INSIDE PIPE&SOLDER I` SECOND FLOOR LAPSEAM @ EXTERIOR 4" Roof Shieathing Structural Panels 8d 6 Edge 6 Field METAL BASE Diagonal Board Sheathing FLASHING SLEEVE GABLE OVERHANG DETAIL 1 x6 or 1x8 2-8d Per Support '. R-21 INSULATION 8' 1"X10 or Wider 3-8d Per Support 2"x6'STUDS @ 16"O.C. SEALENT @ROOF& I SCALE: N.T.S. PIPE PENETRATION Ceiling Sheathing 2"x6"BOTTOM PLATE � Gypsum Wallboard 5d coolers 7 Field SIMPSON COIL STRAP CS20x36 3/4"T&G PLYWOOD SUBFLOOR 300#ASPHALT SHINGLES Edge 10 (1"'Wx20 GAUGE) VAPOR BARRIER Wall Sheathing INSTALLED AT STUD @32"O.C. EXTERIOR PLYWOOD SHEATHING Structural Panels 8d 6 Edge 12 Field �....... ;,.....,`�.... �..... Fiberboard Panels WOOD JOISTS 6 d Edge 6 field41-00R, ,'!' L 41- 3,OISTS•AS SPECIFIED.,,' (SEE PLAN FOR SIZE) 25 32 8d 3 Edge 6 Field 00 `� " Gypsum Wallboard 5d coolers 7 Edge 10 Field WOOD BRIDGING HorclBoard 8d 6 Edge 2 Field 0 D E 5 I G I'd Particleboard Panels 8d 6 Edge 12 Field (2)2'x6"TOP PLATE Diagonal Board SheathingPIPE THROUGH ROOF DETAIL 10 [6 3 1 1 3 3 B-9 2 59 1,x6" or 1'x8"2-8c1 2- per support NOTCHING M W D E S I G N I N G.C O M 1 x1D or wider 3-8d per support ; U3 PROHIBITED U3 Floor Slheathing SCALE: N.T.S. Structural Panels 1 or less 8d 6 Edge 2 Field 2'x6"STUDS @ 16"o.c. F NE greater than 1 10d 6 Edge 6 Field •��C. j-� Diagonal oar Sheathing �. ! g g " I FIRST FLOOR i! n �P .. P" F °9� L WELL1'!� 1"x6' or 1x8 2-8d per support ,� I®�r o S N o�C 11 1 1 1 g At C('nter Spans G� f� �L ALLOW FOR AIRWAY 1 x10 or wider3-8d per support ;._ I ABOVE INSULATION W r * E I N E E R I N C **ROOF SHINGLES: As per NYS Res. Code Section R602.6 y 4w SHINNECOCK HILLS RD FASTNERS FOR ALL ROOF SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS MIN.OF 12 GAUGE ROOF SHEATHING 0 W r SHANK WITH A MIN.OF%"HEAD ATMF1667 OF A LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MIN.OF 34"INTO THE ROOF rn 2 OUTHAMPTON, NY 11968 SHEATHING,WHERE THE ROOF SHEATHING IS LESS THAN 4"THICK THE FASTNER SHALL PENETRATE THROUGH THE ROOF SHEATHING DOUBLE TOP PLATE ROOF RAFTER TAIL �� SIMPSON COIL STRAP CS20 R-21 INSULATION MOLDING c�` TEL: [6311287-5540 R905.26:ASPHALT ROOF SHINGLES SHALL HAVE A MINIMUM OF 6 FASTNE:RS PER SHINGLE ? OAR O688A6 CELL:[516] 375-0093 (1-4 Wx20 GAUGE) LOOKOUT LEDGER SIMPSON PHD5 SHEAR WALL HOLDDOWN l;• dip o SJO Op N INSTALLED AT EVERY STUD, lewelew@aol.com ATTACHED WITH 10d NAILS, ;> WRAP UNDER PLATE � @ALL BUILDING CORNERS(FOR TYPE II SHEAR WALLS) ® �� INSTALLED PER MANUF.SPECS. FINISH FASCIA I 2'x6"STUDS @ 16"O.C. ® y EXTERIOR SIDING 211x6"BOTTOM PLATE WALL SHEATHING I SEE ELEVATIONS I 3/4"T&G PLYWOOD SUBFLOOR FASCIA BACKER o ALFRIEZE BOARD U3_ NOTCHING U3 TOWN 0 F SOUTHAMPTON 15#BLDG.FELT OR TYVEK — SIDING — LOOKOUT PROHIBITED MATTITU C K _ .. ,,.. . �.. ..... ,• .. ,.,. .., �......, ;....... _.. ..._... „X6"STUDS SOFFIT PANEL 2 TABLE R301.2(1 ) 1/2"C9XPLYw00D SHEATHING RESIDENCE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA R-301NSk1LATIOp1. BAND/RIM JOIST CONTINUOUS SLOT BREAKWATER ROAD GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD SOFFIT VENT FI W& e � �`F�! (2)2'x6"PRESSURE TREATED COUPLING TO ANCHOR BOLTS ` ... .. Floor Joist O C i 1 1 g At End Conditions MATTITUCK, NY SNOW SPEED DESIGN WEATHERING FROST LINE TERMITE DECAY DESIGN TEMP. UNDERLAYMENT HAZARDS SILL PLATES CONTINUOUS SLOT SOFFIT NTS OVER SLOT VENT LOAD (MPH) CATEGORY DEPTH REQUIRED 25 PSF 130 C SEVERE 3-4' M-H S-M 11 YES 7-25-78 ALUMINUM TERMITE SHIELD SOFFIT VENT DETAIL As per NYS Res. Code Section R602.6 SCALE: N.T.S. DESIGN CRITERIA BEING USED: American Forest and Paper Association (AF&PA) Wood Frame WITH PRE-BENT DRIP EDGE . Construction Manual for One—and Two—Family Dwellings (WFCM) SILL SEAL Fe CV Project No. 16.05 RIDGE BEAM MORE or Conduit Designed by MW %'x12""J"ANCHORES @ 24"O.C.NO / // / MORE THAN 12"FROM ANY CORNER OR ROOF SHINGLES AS SPECIFIED 1„ t„ ROOF RAFTERS X Drawn by MW DISCONTINUOS EDGE MINIMUM `�. s 9 0 IMBEDMENT OF 8"INTO POURED CELLAR 2 2 N E E Checked by GL CONCRETE FOUNDATION WALL with 3'x3" 12 SQUARE WASHERLU LU EXISTING NEW > pia 99 CuttingD r i I l i9 Flo o r Joists SEE FOUNDATION WALL DETAIL — TOP OF FOUDATION — Q'�� ATTIC SPACE � DATE. 05.23.16 / /, P •., •-' As per NYS Res. Code Section R602.6 REVISION: GRADE NEW CONCRETE FOUNDATION WALL / • . EXISTING CONCRETE " / FOUNDATION WALL o T o '/ // RIDGE D ETAI L SCALE: N.T.S. Typical Wall Section . . . . . . . 6„ 6" EACH WINDOW TO RECEIVE UJ SCALE: N.T.S. WIU�TH (1)7/16"THICK x SIZE OF WINDOW z 8'4' MAX. SCAN PLUS 4"EA.SIDE COX PLYWOOD 0 1/2"Spacing allows GENERAL NEW#5 STEEL REINFORCING holddown installation Blocking @ 24"o.c.allows for z RODS @12"O.C.VERTICALLY JOISTS Qo I installation _ -- FOR SIZE AND Sidewall c� r STRUCTURAL SPACING SEE PLAN Endwall w a PROVIDE#8 CORROSION RESISTANT WOODIUU,1 V ' Simpson PHD5 " _ SCREWS w/2"EMBEDMENT D I l ' r✓ DETAILS Shearwall Holdown Comer Stud Connected to Simpson PHD5 0. .. ................... @ 8"O.C.AROUND PERIMETER OF WINDOW © ° Transfer Shear Shearwall Holdown m ° m (2)16d Common m (2)16d Common - .................... Nails @ 6"o.c. Nails @ 6"o.c. / First Anchor Bolt @ ° ° First Anchor Bolt @ ° COMPACTED POURU"t�' Foundation Wall Foundation Wall Comer Stud connected rU1Lj n1G�, E1-5.'. to transfer shear TO iN1 OF SO UTA 1 "X3" CROSS SOLID BLOCK FOUNDATION CONNECTION DETAIL ALTERNATE BRIDGING DETAIL Corner Studs Detail - 3 Studs W/ blocking Corner-Stud Holddown Corner Stud Holddown Detail - 4 StHURRICANE SHUTTER DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: 1/4" = 1'-0" (TYPICAL AT ALL WINDOWS) SCALE: N.T.S. NOTES: —^ I I i I I I I i I I i I 59'4%' -EXISTING WALL 20' 30' 9'-8�" I 8%" 8y2. NEW WALL 10' 10' 7'-14" 7'-14" 7'-14" 7'1 4" m DEMO WALL [2]#5 REBARS AROUND OPENINGS 5x5xY4 STEEL COLUMN ON (T,P) _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 8"x14" "THK BASEPLATE -4x.4 SNOOD?OST i f POINT LOAD 2x8 PRESSURE TREATED NAILER (PROVIDE SOLID BLOCi:ING U110:11) I BOLTED BY Yz"GALVANIZED BOLTS 16"O.C. 2x8 NAILER TO HAVE I- —————————— --------- __——---------------- - - - - - - - - - - - - - - - - STAGGERED ;GERED % T "LAG BOLS @16"O.C.STAGizENr • 1 ❑ �; [2]2x8 BEAMLn to TOP OF MAIN WALL-3" 1 i TOP OF WALL-15" co U --- I I --- ----i----r---T------- ---------- 2x8NAILEB_----------- ----- -- - - --r-� _ I I � I - I I I � iliv 8"THK 8'-2Y2"HIGH POURED CONC. I I I (I WALLS ON I8"x12"CONC.FTG. c, f ---L---a----J----L----------------- --------------------------� I I III TO BE DAMPROOFED AS PER CODE I I I I I I I 2 PROVIDE%x12"ANCHOR BOLTS 1 3Yz x11% APB I I TOP OF MAIN WALL-3" �` I I l LM/Nil-I A 0 @ 32"O.C.(MIN 12"FROM ENDS) I I I I W/24 PRESSURE TREATED SILL PLATE i I I I I I W/.COPPER TERMITE SHIELD I 8 11'5" 7'-3" 29'-4" I 9'OY" I D E S I C;e AND SILL SEALER C") I I j I I 11 163 1 ? '3138-9259 I I -----� I E' I I MWD ESIGNIiNG.COM I I I i � I I 1 3Y x11% APB I 1 I 1 P I I I (� NE UNEXCAVATED I I I I y, y ---- ---- I � 4"OSTEEL COLUMN -j ------j' ABOVE I ON 3 x37c1 C.I.P.CONC.FOOTING ________ I 4"POURED CONC.SLAB I W/#5 REBAR AT 6"EA.WAY I j W/6x6x10x10 WWM �, 1 2x8 DECK JST �� Q�� LLEWELL (gyp) � r--- -----�, I I ON 6"MIN SAND FILL ;� I @16"O.C. I err * ° 1 '� 3'-6" I COMPACTED BACKFILL I I II � ,C �,�i'� r- r I I II r �+ w EE' 1:I �lE� l N i -------;. I I Z N L I I I �' a 61 NHAMPTON,COCK H'LL� BD NY 11 go-.R I i �Aq oeea�e P EL: [6311287-5540 A-5 j 1 3Y x11% APB I I ALL: 516375-0--- TYPICAL -00 CK . I . �FESSION C- [ � 75 3 � i 1 1 I it TYPICAL 2" 2, ,WcIF�@ aol.com I ! I I I _ • I a x11% APB I I I I 1 2;1 STEP FOUNDATION I ! I II '� EACH SIDE i i li COLUMN LOCATION 4" —! 8" 7'-3. 1 k---r---7 ---1----r------------------ ------------------ ------� j I 3Y x11% APB _ Fr � � � I 1 —5- ----L---1------- - -------- 2x8 NAILER -------------------- I - - - - t�� 8�� 0 BOLT HOLE — 4x4WOOD POST I BASEMENT IJ 1 1 I ��_�J� - F �DE � WITH 2x8 BLOCKING BETEEN JST I I c�¢ i TOP OF MAIN WALL-3" d I — N RESIDENCE° I�I ! COG. RETEHGHTL z� I - BI EAI��'' ATER I,O D f W/r2] GALVANIZED BOLTS I CONCRETE FLOOR °; I (T1JP AT SHOWER AREA) I ;n C)M I I TOP OF WALL 15" I TOP OF MAIN WALL-3" .• f r ml� THK STEEL PLATE — i MATTITUCK, NY 1 11%TJI 560 @16"O.C. I 1 I 1014" 1 17'-10" 12"0 SONO TUBE i `'' 3'BELOW GRADE MIN I I I (TYP) [2]2x8 BEAM �. 2x6 JST Project No. 1 .0 M @16"O.C. I 1 L------------------- ------- I-------- I - - - - - - - - - - - - I DeSigned by M'I,�� 1 = ( __. ra r a�! � - - - - - - - - - - - - - - - DiQ��I� y EVi -------------------- -------------------- Checked GL � A-5 W8x21 BASE PLATE DETAIL 2 11/2W8 1/2"= 1'-0" 8%" g2e% � -1 10' 10' 7'-14" 7'-1 4" 7'-14" 7'-13/4" . J 3.16 20' 30' 9'-8%" REVISION: � S � FO�ffiA�TION PLAN 1 1/4" FOUNDATION PLAN i 1 I �!OTES: f - I I I( i I i I � I I I -EXISTINIG WALL I I i 60' �;,� -NEW WA!L I 20' 30' 7%" 3" -DEIIO WALL 8'1" 3'-10" 8'-1" 6'1" 13'-6" 10'-5" 4'-V2" 4'-2%" 8%" 101 102 10'-8" 17'10" 1'-6" -44 WOOD POST I A B X-POINT LOAD /,PROVIDE SOLID BLOCKING IJNDrR) 5x5xY4 STEEL COLUMN ON 2x8 NAILER TO HAVE 8"x14"5/a"THK BASEPLATE Y"LAG BOLTS @16"O.C.STAG`�ERrr' WITH 31%'H BOLTS 8'MIN EBEDEMENT SEED TAIL 2/A-0 L SHEAR WAL .....................................................................................:........................... PLYW00 BOTH SIDES � N I I M WOOD DECK 44-5 i 11YBTJI 560 016"O.C. I - - - - - - - - ---- - - - - - - - - - .N N \ N N O a 2' 7'6%" :...:.......................0'-6I I �x 9Yz APB 3Y x APB "L x 9y APB F Da m M KITCHEN 5%, a —I CLG.HGHT:8' I I m ( I 1oB N r WOOD FLOOR I _ I D E S 1 0 N I a c� \ N a cn ,- v ......:.. I x o � ?�I I I C a . a1 OO �I • I 3' 3' 8' 2'-9.. 3._6.. 5y' I — --- co iAX /e 1gpg 1. UP I SHEAR WALL X1 APB ON I I V PLYWOOD BOTH SIDES s Jr- " I ,�� �� * ENGINEERING 10' S 2" 3%' 3%z'j 3%" 1 ' S'/" LIVING ROOM , I SCREEN PORCH Z 2X k, ' 4'7%' 4'-3%" 3'6" 3'-6" v WOOD BURNING o, (+ �+ 1 r, I CLG.HGHT:CATHEDRAL I - CLG.HGHT:8' o r ,, `� LLS RD Cn PRE FAB.FIREPLACE f -G �� $ IItiIt111�VOVl1 ISI A-5 111 TJI 560 @16"0 — I N WOOD FLOOR 40W�ClM OD I WOOD DECK Cf p 2 W a R AI SOUTHAMPTON. NY 11966 _ I m------ j m I I �N 2 TEL: [631] 237-5640 ( _ I ZA � I I I 2x8 CLG JST P L N _ I " � s415 CELL '1610^] 375-0093 � I I - - - I I @16 O.C. I �., Saa lewe.lew@aol.com M I I \ !o 3rz N"/e APB I I D �� x m m i,; x I I I v CL .HGHT:8' ch 4'3%" 4'-2' CL TILE FLOOR 3Y2' ir, I.� ;`o ad, in 5y2" I 5%" x6'-11' 9" - 2'-9" 5'-3" " 2'-9" " 30'-4'/" I - 9'6�° I �,TTITUOI� N . .... ..... N v =N I I 3Yx9Y APB aYxm APB aYXW2 APB �------- RESIDENCE4 - - - - - - - - - - 6REAK�lA I ER RIOAD a 3Y x11%APB -.-. -. -.-.-. _L_..-. 105 N 13'9%" 5' 10'8" 17'10" MATTI IT�ICK, N�� x _. _. ._._. 5y? 5/" 3Y X1 13/6 APB I 3y2" I I WOOD DECK II I i N I o OFFICE - r CLG.HGHT:8' I I WOOD FLOOR — W.1.C. I I °O CLG.HGHT:8' i I Project_ SH ( � WOOD FLOOR I ON Pro I t N1�. 16.05 WOOD I I Designed by Irl�� � DECK 11�TJI 560 @16'O.0 I 10'S" Drawn by €v�E�: � i 30' Checked by GL 2 I J A-5 104 103 F E DATE. 08.2-33.16 I 8'1" 3'-10" 8'1" 6-1" 13'-6" 10'5" 4'-2Y2" 4'-2%" 8%" 7/. 3. REVISION; 20' 30' 10' 60' I FIRST FLOOR PLAN — I 1 1/4"= 1'-0" FLOOR PLANS MR= I� I NOTES: i i � I I I I I , i j I -EXISTING'f1ALL I 20' 3'-10" 8'1" 6'-1" 3' T 3' 3'—. 3' 3' 5'-11" ' —NEW yY/9LL oa ax x,or?a:re 201 202 203 204 205 206 207 Zoe 209 RUBBER MEMBRANE -DEMO WALL I ROOFING 7 -4x4 WOOD POST I -POINT LOAD ----- - - - -��- - (PROVIDE SOLID BLOCKING UNDIfR) 2x8 NAILER TO HAVE Y"LAG BOLTS X16"O.C.STAGGEI:E M :.......... ----- -------------- MASTER BROOM ---- 3Y x sY APB j �' cD CLG.HGHT:11` is ..::.:.. .... � :.: .. N ,,1� WOOD FLOOR - I •� .` :. ....., I 3Y x�2 APB HEADER I I I WITH[2]2x6 STUDS BETWEEN EACH WINDOW w 32' (BOTH SIDES) ^J 5 Z.. '! 2'-8Y" 2'-3"•N 2'-6Y' 2'9" T-10"......._ I r v r I x 3 T I D E S I G N I I I [C-311 333-9259 1 222 N 8' —3'2y2" 3'4" 3'4" x MA TER B T 3!" N 3%° 31 5Y"I PITCH - IA-5 i CLG. GHT:8' ° 12/4 I pF NEj,�, "> TILE F OOR ° :: �, �► L L W L.Ls 2'-6" 8' 2'_9" N y AN �C� FO�� ENGINEERING •N 2x8 CLG JST b c 4 I I 61 SHINNEOOCK HILLS RD w ,. M I DN I = m w SOUTHAMPTON, NY 11966 I `fl , H LL � � I �_ a I v+¢ _ o TEL: X63,] 287-550 C .HGHT:8' ° T I O Oea *6 �t.� F - CELL: 516 375 0033 WOOD FLOOR no `D I I opessl0N lewelewCaOl.com CQ B 221 N CLO.HGHT:8' 3Y x 0Y APB — TILE FLOOR –––– - -- ----------- 8' c?3'-2,1/23 4' N 3/z -� MATTITUCK N ..............:N.:.:::.... \ M TI — 8.'... < --N N 3' -2'-9 I RESIDENCE E Ail ............ ... ... ASPHALT SHINGLE ROOFING BREAKWATERR AD 2 2'9 MATTITUCKNY M i7 3"4.4/2- - m 22o ROOM 1 2 ROOM 2 a 217 CLG.HGHT: x I RUBBER MEMBRANE j WOOD FLOOR " WOOD FLOOR i ROOFING . • • r o 0/2I&A" 2 N 2 3Y" - 5%" --, 9'2%" 2' 7'-3%" I 00 I Project No.Ir16.05 x, Designed bv MW Drawn by mwI I 219 219 216 215 214 213 212 211 210 Checked by DL 11'-10" y'•1" 6'-1" 13' 3' 3' 3' 3' 5'-11" I 20' 'ti 2 D 08.23.10 � a A-5 ! b REVISION: SECOND FLOOR PLAN 11 1 4 = 1'_O. i I FLOOR PLANS I I i I AM ( I NOTES: -EXISTING WALL RUBBER MEMBRANE -NIEW WALL ROOFING .DEMOW"ALL 44 WOOD POST ---------- .... ............ .................. POINT LOAD /*\,PROVIDE SOLID BLOCKING UNDER) NAILER TO HAVE 2x10 RAFTERS 2XII0 RAFTERS 916"O.G. I @16"O.G. ---------- ----- ...................... ..... Y2"LAG BOLTS @16"O.C.STAGGEREE ......... ..................................................................................... ................ ----------- 2X8 C(LLARS ................................. .................................. Lu PITCH ad JQ PITCH C/3 ir 12110 I I 12110 Lu C3 CD CD CO Z7 ....................... .................. ....................... Off.... ..................... ............ ....................... D E S 1 13 N ....................... .......... 6 3 1 1 33a-9253 Lu PITCH L—m CD MWDESIL—mNlNr3.00M 12/4 S C3 [2]IY4x11YB LVL RIDGE I A-1 C' rj co 00 2x10 RAFTERS 016"D.C. x PITCH 0LLEWELI vN 7— Lt 2x10 RAFTERS I @16"D.C. 2x10 RAFTERSENGINEERING : 916"D.C. o Ci= tz ci 61 SHINNECOCK HILLS RD Lu OUTHAMPTON, NY 11968 Lu Lu ...... .... .. .....- C3 2 <C5 EL: [631] 287-5540 2x8 CLG JST N7 -1375-0093 @16,,D.C. N088 46 GELLJ510 ssl lewelew@aol.com .. ... 2x10 ...... .......... RAFTER .. ..... ... ..... 6, @1 D.C. ................................. .......... ...... .................. ........... ........................ ................... ............. ....................................... .......... ................................................................................................ MATTIT IJ'UK j ! 2x8 CLG JST ASPHALT SHINGLE ROOFING RESIDENCE @16"D.C. 2xJ 0 RAFTERS'-* @ 16"D.C. BREAKWATER ROAD CD ............ zo c- PITCH MATTITUCK, NY Ul RUBBER MEMBRANE CD FE 12/4Y2 ROOFING C, C) A-5 .. . ...........I ........... ........... .................. ................................... .................................................... ................................... ................................. Project No. 16.05 Designed by MW Drawn by mw Checked by GL DATE: 08.23.16 REVISION: SECOND FLOOR PLAN 114 1_0, ROOF FRAMING PLAN 0 M A NOTES: A-5 A-5 VENT 12 12 '7�� 10 . ...... .......... ................ ............... ............. 10 .... .................... ............ WOOD STRUCTURE CHIMNEY .......... . ........... . .. ... .......... WITH CEDAR SHINGLE SIDING ....... ..... . .... ........ 12 ........... ...... 12 4Y2 . ...... 4% PTO WOOD TRIM ........ . .... .......... . ........ (TYP) .. ......... ........... . ......... ....... ;7 ............ i LJ : ' ... ........ ..................... ...... .... ... .. ..... . ASPHALT SHINGLE ROOFING .... ............ ................ ........ ...... ............ .......... .............. .......... ......... ...... . . ......... .......... ........ ... .... ...... ................ ............ ...... ........... ............... .... ... . ... 6 ; : : - 6" LL .......... . 1 4 ............... ........ .... . ..... ............. ..... ....... ............ ...... .......... ................... ............................ .......... ......................... ............................................ ....... ..................... ....... ........................................ .......................... ......................... ............... .......... ........... ... . . ......... ............ - . : "' *�**' **"** ' i : i ;.............---- EXTERIOR CLAD WINDOWS ......... EXTERIOR TRANSOM CLAD WIN[ .. .... .... ........... .... ....... )OW (TYP) .......... ............. ............ ................ ............... ..................... .................. .......... ...................................................................... ............................... . ......... . .......... .......... ...................... ........................................ ........................ . ............................................... .......... .......................... ...................... .................... ............... ..... ........... ........................ ..... .. .......... ............. ............- .........................- ...... ...... ...... ... 12 - : - - 'I i !............. .... ... . .... CEDAR SHINGLE SIDING ' ' - . : : : .......... ............. ........... .... .......... 4 ............. .......... ...... PTO MTL FLASHING ...................... .. ...... ...... . ......... ........... ................ 6" .............. ........ ............... .......... ........ ........................... R .......... ........... +91-211 SECOND FLOO PTD WOOD FASCIA ..... ....... +91-?" SECOND FLOOR .......... .... .... ---- ..................... ............ ... ................. . .... ....... ................. PTO WOOD PANEL BETWEEN WINDOWS PTO WOOD SCREEN PORCH 'SIDING ............................. (TYP) .............. .............. .... ... ...... i i WITH T&G ......... ... .. .......... ....... I........... t................... ......... SHOWER ENCLOSURE ... .......... ..................... ............ ... ....... ........... ............. WITH T&G FINISHED WALL Go .......... PTO WOOD COLUMN t........... .......... . .. .... .......... . . .. ..... .... .......... ....................... WITH 44 POST INSIDE 17 .......................... .. ........ J.............. ....... ...... ....... ....... WOOD STEPS . ................L L] ........... .............. ........................... ...... ...... TT7 L .............. +/-01-0" FIRST FLOOR +/-01-0" FIRST FLOOR CLEAR WOOD LATTICE ........... .......... ........ T EXTERIOR CLAD DOORS J MP) D E S 1 13- N LL-1————————— ————L-J— ————————— L J 1 [63 1 1 338-9259 MWOESIC-NING.00 M -9'- Y2" BASEMENT I -9'-lY2" BASEMENT OF E vie LLEWELLYN ��El �VATI�01 �Al� ��LIVAT�101 CIP pNN Lt 0 ENGINEERING S _0 1/4 1._O�E 1/4 1 61 SHINNECCOCK HILLS RD cc a ul SOUTHAMPTON, NY 1196 m /TEL: [631] 287-5540 CELL:[516] 375-.0093 lewelew@aol.com ssl 2 A-5 12 12 107 10 MATTITUCK .......... ....................... ........... .................... ............ .................... ... . ..... ...... ............................. . ......... ........... . ......... ..... .................. ........... RESIDENCE BREAKWATER ROAD .............. ................... ............. ....... .. ............. .... .. .. .. .............. . ......... 12 ...................... .......... MATTITUCK, NY ..... ....... ....... .......... ............. .............. ................------- . .......... ...... ...... C............ ...... ........ --------- ....... ... .............. ......... ..... . .. ... . .......... .. ......... .... ............. .. ........... ......... ... 12 12 ... . . .. ......... .................. .......... 10 . .. . ...... ............ .... :10 7 6- .......... ........... . ......... . ..... ..... ...... ............. ............. ........... .......... ...... .... . ...... .... ....... .................. .... ... ... . . ...... Designed by MW ....... ...... ... ........ ............. . . . .......... ........ ................................... Drawn by mw ..... ..... ............... ............. ............ ...... . ............................................... .......... ....................... ...................... .................................... ....... ....... ........... ...... . .......... . .... ..... ...... .......... ....... ... . . . ..... GABLE SHEAR WALL Checked by GL ............. . ........ .... ...... .......... ..... 12 I............. ............... PLYWOOD EACH SIDE ........... ............ W/% ........... .............................. 14 4 ....... . ... .......... .................... ............... ................. ................ . ...... 6- .......... ............ ....... ............... ...................... ................................................... -2" SECOND FLOOR +91-211 SECOND FLOOR . .... ................ . .. ............ ........... ............ ....... ................ ................ +91 .......... ..... ...... - . i —1 %.-i i ...... - ----- WBx2l STEEL MOMENT FRAME ... ........................ ............. ............ r ..... ........ ............ ... .. ...... ... .................21' ............. REVISION: . ......... ...... .......... .......... ........... ......I.................... ..... ........... ............ .......... .................... .................. ............... ........... .......... +/-0'-0" FIRST FLOOR ................. ...... ....... A IL +/-0'-0" FIRST FLOOR IL I I T1 I I I .......... —7-7— J ELEVATIONS Ll F'I LJ — ———-- —————I——— —————————L--U 6m -9'-ly2" BASEMENT OgL -9'-ly2" BASEMENT \--F -99 FT S ��EE EVAT�10N F �?IE�LEVA�TION�...... Amm4 1 _ _0. 1/4 /4 1� 2 NOTES: — ! A5 44 WOOD RIDGE SUPPORT 12 12 CEDAR SHINGLE SIDING 1017 10 OVER WOOD STRUCTURE CHIMNEY CLEAR CEDAR ROOFING CEDAR BREATHER %"THK COX PLYWOOD 2x10 RAFTERS @ 16"D.C. ROOFING 12 -- - CLEAR!;.�..._:.... CEDAR W/.HURRICANE CLIP EA.RAFTER EAR BREATHER p - - y„THK COX PLYWOOD 2x10 RAFTERS16'D.C. 2x12 ON FLAT - W/.HURRICANE CLIP EA.RAFTER WITH 2x8 BLOCKING UNDER r .. 2x8 CLG JST @ 16"O.C. PAINTED GYP BD CLG PROVIDE MTL FLASHING ! ! I i CEDAR SIDING T - / 3Y x 9Y APB HEADER 6" I I #30 FELT PAPER in � WITH[2]2x6 STUDS BETWEEN EACH WINDOW I i 3/2"THK CDX PLYWOOD ` (BOTH SIDES) 2x6 STUDS @ 16"O.C. �\ // a 4 R-23 INSULATION PTD GYP BD M H / 2x8 CLG JST @ 16"O.C. THK PAINTED T&G CLG +9°-2" SECOND FLOOR \ s" i ��� — — -EXJSTL;G WALL i W8x21 MOMENT FRAME NEW WALL i WOOD SCREEN PANEL -DEMO WALL 3/"FINISH FLOOR ________ / 1x6 WOOD DECKING \\ / T ON 2x8 PRESSURE TREATED JST @16"O.C. �.44 WOOD POST "SUB FLOOR T a, m \ -------- INSECT SCREEN 11%TJ1560 FLOOR JST @ 16"O.C. Qo T _ [3]24 BEAMS -POINT LOAD R-30 INSULLATION Qo v ON 12"0 SONO TUBE T BELOW GRADE MIN (PROVIDE SOLID BLOCKING UND R) 2x8 NAILER TO HAVE KITCHEN ,/ \\ LIVING ROOM F ORCH %"LAC BOLTS @1166"O.G.srARE; +/-0'-0" FIRST FLOOR _ �* I . --- ----------- -------- -- ---- --------- -- --- --- --- -- -- - -- ----- --- - - - . .. ... ....... : CLEAR WOOD LATTICE ' %a17— "FLOORIING r' { I ' 4"C.I.P.CONCRETE HAUNCH Via"SUBFLi00R ... `i r;;; •;. i i 2x4 SLEEPERS @16"D.C. 'i ;:.:;fir,:;:;\r: 'I r. .�.:, <:..: r r I4- '81 2x8 NAILER 8 i /` :'?''<;c/'\! t 4 POURED CONC.SLAB 8 THKB 2Y HIGH POUREDCONC. \.,: -------- r "� `:..,.:•'\ ..: r. .:.<''„ .",:.;_\y:`.,.`;; :' :� .,, WALLS ON IB"x12"CONC.FTG. %�.r.",. .';.':F: : W/6x6x10x10 W�.M \/, �: ' -- ----- r i `\ f.\� 1�4 TO BE DAMPROOFED AS PER CODE / ON 6' MIN SAND FILL s fN ----- a COMPACTED BACKFILL PROVIDE/a x12"ANCHOR BOLTS --------- ----- ------------- - ` ;; �E. ,�\.';\ @ 32 O.C.(MIN 12"FROM ENDS) :Y::.ij•/ i,:: :: :.:�. ,.: ,; : , l:r :'%.:.. .: . ':'<./:'!i' '``rte , [ W/.2x6 PRESSURE TREATED SILL PLATE W/.COPPER TERMITE SHIELD f"r:ve/,/.:,. .I I. rn. /,:/r.r.i;''\ :.;%`• �'::.. ;;:.. .', '::;'''`. .';l/: !>' ,; : '2 a_ a AND SILL SEALER PP) � :j t ! I r "iDEIG I� � ,00BASEMENT --------- SR '. 111A ------ r -9'-1%" BASEMENT -------- J 2— — -- — — --- -- , ----- — -- -- — — -- --- 1 --- --J ;z 4"0 STEEL COLUMN STEP FOUNDATION i..�.! ::.:. ..%�:....,..•;.,../...:%,,...,�:,.,,.., ON 3'x371'C.LP.CONC.FOOTING � d' � �� [ '� �� B I W/#5 REBAR AT 6"EA.WAY r Q lk E I C I I R I I'� I (TYP) 61 SHINNECOCK HILLS RD i N 2 w SOUTHAMPTON, NY 11063 ��' TEL:[ 631] 237-5540 EAST-WEST SECTION °� °eJgl;as �� GELL:15161 375-0093 1 1/4"= 1'-0" R�FFSSIot PA Iewell W@ 2-ol.COl71 A-5 1 MATTITUCK i RESIDENCE i BREAKWATER _AO ....... ....... F F MATTI T U%CK, NY ... 2x8 COLLAR TI 6 0 C E @1 " 12 - ... 12 - 10 �10 I 6 6 - - - CLEAR CEDAR ROOFING _ � Project N0. 16.0 CEDAR BREATHER Yz"THK CDX PLYWOOD Designed y MW RUBBER MEMBRANE ROOFING 2x10 RAFTERS @ 16"O.C. �1 Drawn b E mw W/.HURRICANE CLIP EA:RAFTER �e %'PLYWOOD 6.. ChI�C�iO� b�` CL i 2x8 JST @16"O.C. ' TAPERED 14"per 12" PTD WOOD TRIM i 1x4 PTD T&G CEILING 1 ? 1 2x6 @16-O.C.STUD WALL +9'-2" SECOND FLOOR SLOPE N SLOPE OILCONTINUOUS TO TOP PLATE I - - -- ;,; PTD WOOD COLUMN REVISION: � L i WITH 4x4 WOOD POST INSIDE R EVI S I C N CONTINUOUS FLASHING I I \ o r/ 1 I \ 1 o I I \ / L \\ // i i 2x8 PRESSURE TREATED NAILER `OPEN r i BOLTED BYY2"GALVANIZED BOLTS 16"O.C.STAGGERED PTD WOOD COLUMN i ? C-0 OPEN i, h � Co q I WITH 44 WOOD POST INSIDE i OD / \ L—1 Ico FiTCHLN 1x6 WOOD DECKING I I // \\ 7 // \\ i ON 2x8 PRESSURE TREATED JST @16"O.C. I L // \ i [2]2x8 BEAMS — — � / \ LIVING ROOM LL _ / ON 12"0 SONO TUBE 3'BELOW GRADE MIN +/-0'-0" FIRST FLOOR 1' 1' i "' 1' (TYP) r _ — -------------------------------------- i I j: %"FLOORING I a"SUBFL00R I' n 2x4 SLEEPERS 916"O.C. r i i BUILDING 4"POURED CONC.SLAB Cn I I W/6x6x10x10 WAM S E CTI O N S i i i I I ON 6"MINSAND FILL - I i I I IL__j L--J L--J COMPACTED BACKFILL . L--j I I — 1'-6" I 8"THK T-1 1Y2--HIGH POURED CONC. WALLS ON 18"x12"CONC.FTG. I I I TO BE DAMPROOFED AS PER CODE II I I I I I L-------------------- --------------------------[---1 J NORTH-SOUTH SECTION 2 1/4"= 1'-0" I I i ! NOTES: WINDOWS SCHEDULE 1st FLOOR WINDOWS SCHEDULE 2nd FLOOR - _ .... ......... . ... - . . . _ . . ...... ._ ..... ......._ ........_ .. _ ...... . ... ..................._.......... _.......-........ .........................- -. NUMBER MAKE LOCATION TYPE SYMBOL SIZE ROUGH OPENING HEAD HT ' FINISH U VALUE NOTE NUMBER MAKE LOCATION i TYPE ' SYMBOL SIZE ' ROUGH OPENING HEAD HT FINISH U VALUE NOT ....................... . 101 ANDERSEN ; KITCHEN DOUBLE HUNG TW21036 2-11% x 3 87� 3 OY x 3 8'/ 6-11 rough { CLAD 0.34 201* ANDERSEN MASTER B.ROOM DOUBLE HUNG TW210410 11� x 5 0'� 3 OY x 5 0% 6-11 rough CLAD 0.34 2 .......... .................................. .................... ...... 102 ANDERSEN ; KITCHEN DOUBLE HUNG TW21036 2 11% x 3 8�� 3-0%x 3-8'4 6 11 rough ; CLAD 0.34 202* ANDERSEN MASTER BROOM DOUBLE HUPJG NJ210410 2-11 e x 5-0% 3-OY x 5-0% 6-11 rough CLAD 0.34 :.................................:........ .................. .................................... 103 ANDERSEN OFFICE DOUBLE HUNG TW210410 2-11�a x 5 0�4 3-OYe x 5 0:8 6 11 rough CLAD 0.34 203 ANDERSEN UPPER LIVING ROOM TRANSOM WTR2815 2-9%a x 1-7%e 2 10Y x 1 7% 10-8 rough CLAD 0.34 i . ... ..................._............................... ..........._....... .. .. ...................... ........ ........ ............................................................................. ........................._....._.............. .... ... ... ..... ... .... .......................... .- .............. .... ........ 104 ANDERSEN OFFICE DOUBLE HUNG TW210410 2 115 x 5 0� 3-OY x 5-0%e 6-11 rough CLAD 0.34 2O4 ANDERSEN UPPER LIVIPJG ROOM TRPNSOM WTR2815 2-gs/ x 175/s 2-10�x 1-7% 10-8 rough CLAD 0.34 . . ........ .._ . . . ... _.. _ . ... ...... ... .... . ..... ...._... ... ..... ... .. . ............ ... 105 ANDERSEN OFFICE DOUBLE HUNG TW21036 2 11 x 3 8'� 3 DY x 3 8'4 6 11 rough CLAD 0.34 205 ANDERSEN UPPER LIVING ROOM TRANSOM WTR2815 2 9�s x 1 7s�s 2 10 x 1-7% 10-8 rough CLAD 0.34 ..... ....... .. ... ........ _;... ... ......_. . .. _ _ _ ... _...... ....... .. .... ..... .................... ._._ . ................... .._. .... ................ _..._.. ... 106 ANDERSEN DOUBLE HUNG TW21036 2_ - 6-11 rough CLAD 0.34 206 ANDERSEN UPPER LIVING ROOM TRANSOM WTR?815 2.9j x i_7 j 10-8 rough CLAD .34 P.R. 11% x 3 e/8 3 0Y8 x 3 8'/8 2 1 OY8 x B 1-75/s ! 0 _..................... .__......_.._...._................._....;......... ...-._.._.......................... . .: .................................................................................. _........... ...._.._..-...... . ..... _. ._. ... _..................._..,..._.......................................,...._......._...._......._......,. ....._...... .. ..................._....... .......__..... . .............. - _... .......................,................................._.. ........................... ......... ....... ...... 107 ANDERSEN DOUBLE HUNG TW21036 6-11 rough CLAD 0.34 207 ANDERSEN UPPER LIVING ROOM TRANSOM WTR2815 10 8 rough CLAD 0.34 KITCHEN 2-11% x 3-8'4 3 OY x 3 8% 2 9� x 1 75/s 2-10Y x 1-74 g ........ ........ ..:........... ............ ................. ..... . .... ... ....... ... ..._ ..: ...... ..................._..:. ...... ............. . .............:.......................................>.......................................:.................................................... . ...........;......... ...... .._.._.:... .. . . ... _. .... ._..._............ ............. .. ..._ .... .................. .......... .......... ............... ................ 108 ANDERSEN KITCHEN DOUBLE HUNG TW21036 2-11% x 3-874 3-OYs x 3-8'/ 6 11 rough CLAD : 0.34 208 ; ANDERSEN UPPER LIVING RGOP�I TRANSOM WTR2815 p_gs/8 x 1.75/6 2.10Y8 x 1.7% 10 8 rough CLAD 0.34 ..................._.. _.......__...;.. ..................................:.................._..._................................_..._... .._..;........... ............................ . 209 ANDERSEN UPPER LIVING ROOM TRANSOM WTR2815 2-9% x 1-75/1s 1-7% 10-8 rough CLAD 0.34 2 10Y x - _._.... . .......................... _......-:.........._-..._...__........._......._....;_...._..----..._ _..... -:-................--------------..-... .._..._..__.........._------------------------------- _:... ..... .. _....__ ;...__.. ........ ROUGH OPENINGS TO BE VERIFIED WITH WINDOW AND DOOR ORDER 210 ANDERSEN UPPER LIVING ROOM TRANSOM - WTR2815 2-10Y x 1 7% 10-8 rough CLAD 0.34 GLASS TO WITHSTAND 12OMPH WIND IMPACT .............,............................. ..................... ..................... 2 .................................................................................................................. 954 x 1 75/6 e e ..... .... .............:....... TEMPERED ON LOWER WINDOW ROW 211 ANDERSEN UPPER LIVING ROOM TRANSOM WTR2815 2-9% x 1-75/1s 2 e-10Y x 1-7% 10-8 rough CLAD 0.34........ 212 ANDERSEN UPPER LIVING ROOM 2 954 x 175/6 2 10�x 1 7/ gTRANSOM WTR2815 10 8 rou h CLAP 0.34 -.... .........._.. ........ .... 213 ANDERSEN UPPER LIVING ROCPs4 TRANSOM WTR2815 24/8 x 15..... 2 10Y x 1 7% 10-8 rough ........i CLAD...... ..............0.34.... . .. .._._. . 1 *1 8 B ! _.._..------___............_.........:..------..._._............................----..---------------------------------'-.__-----.-------------- ..............................._.._----..._-...._........................................... ..........i-------- ------------------ ............. _ ................ ................ .. ... ..... ......__....... ...__............_ _............ ............._. .__.._....... ..... ..... . 214 ANDERSEN UPPER LIVING ROOM TRANSOM WTR2815 6 a 1-7% 10-8 rough CLAD 0.34....__......_.......... ...........................-.-..............-......-. a 2 9� x 176/...... 2 10Y.x....................................._.............. B BASEMENT ............. . . ....................... ............................ .................................... . . .............................. WINDOWS SCHEDULES 215 ANDERSEN UPPER LIVING ROOM TRANSOM WTR2815 5 10-8 rough: ....... ....... ._ 2 94 x 1 75/s 2-10 x 1 7/ g CLAD 0.34 ................... . ............................. ... .. ............ ....................................... NUMBER MAKE LOCATION : TYPE SYMBOL SIZE ROUGH OPENING_ HEAD HT FINISH U VALUE NOTE . .................... . ... .... >.. AWNING A31 2-111%s x 2 Qya 7-1 Q'/rough PTD 0.34 216 ANDERSEN UPPER MNG ROOM TRANSOM V R 815 - a 1 - e - B 10 8 LAD .0 S.... U LIVING 00JT 2 2 g% x 1 7% rough C 0'4 01 ANDERSEN BASEMENT 3 OYz x 2 U5/e ................................ ................................. ............................. ........... ...._. _ i 1-75/s ` 2 10Y x ----....._.............. ------......._...-._.......-..' --.._................. ...__.................._... .._..-.. ..... .. - ....._ ....._..._... ------------;.........._.__............__......;---------------- ...._.. 217* r D HU"JG 1 41 % % 5-0' ......... ............____.............;-- . .. . .. . 6-11 LAD 4 i ANDERSEN AWNING A31 2-111%s x 2 Q%a - O5 7-14Y rough PTD 0.34 a 3 OY x ANDERSEN BEDROOM 2 OUBLE TW2 0 0 rough C 0 3 02 3 0Y x 2 / _..._. -:------------....__.....__................... .. .._.. ------------------...__ ----._.-...........-......._....... ----------..........-....... ------------------ - BASEMENT e2 11 x 5 0 s - _. ..................-.................................._.............................................. .. . _... ............_..........._.................................>_...................................'_............................... .... ............................ * _........._...... --..... -----------....-......... ................................................_................................_..........................................- ...................................... . 218 ANDERSEN BEDROOM 2 DOUBLE HUNG TU'd210410 2 11 x 5 0�4 e 5-0% 6-11 rough CLAD `0.34 - 30Yx 8 .....................................................:..............................................:..............................................................................................................................................................:.................................._:.... 219* ANDERSEN BEDROOM 1 DOUBLE HUNG TW210410 1154 x 5 0% 5-V/8 6 11 rough CLAD 0.34 2- 30Yx ................................ .............................. ............................................ ............ . 220* ANDERSEN BEDROOM 1 DOUBLE HUNG NJ210410 2 11% x5-0%8 5 0%.................... 6-11 rough.............CIAD . .............1...0.34..................... . 30Yx 8 221 ANDERSEN BATHROOM DOUBLE HUNG TW210410 11% x 5 0'/ 5 O% 6-11 rough CLAD ; 0.34 _.... .................... i 2 - 30Yx .......... __ ___...... .. _........... ......... .._...__... -..-_....................._._-.-..-.-._-...-._. -- ...._.............................- ..._ ...... .................._....._.... ...................................._------------- 222 ANDERSEN MASTER BATHROOM DOUBLE HUNG TW210410 j 6 11 rough CLAD 0.34 DOOR SCHEDULE z 11 a x 5 0/a 3-OY x 5 O/ ............._.... .._.......... ................... . . ..... .............................................................- ..................................... .............._.......... ' N NUMBER MAKE LOCATION TYPE SCREEN : SYMBOL SIZE ROUGH OPENING FINISH U VALUE NOTE DES ! G _ .... _ A ANDERSEN MAIN ENTRY IN SWING LH NO FWH 31611 AL 3-Oy6 x 6-10% 3-23/4 x 6-11 CLAD 0.34 xx WINDOW MEET EGRESS CODE W D ES!L N I N G C O N 31 33S 25 9 � - .......__......._-- - ..:..................................... -....;........._.....................-.....__ .. ......__ __._....... ..._........._._.._.-......_;.---------------------------------------------;...._._......._- R H PEPJIN T BE VERIFIED WITH WIND W AhD RD M 1 ,....--..__..__... ,_........._.--------------------:- ..___------------------:...-..... ROUGH OPENINGS 0 0 DOOR ORDER B ANDERSEN LIVING ROOM SLIDING YES FWG 120611 4 11-9 x 6-10 a 11 934 x 611 CLAD 0.34 ................................. .................................................I...... ............................................................... .. . ...... ........................:............................... ....................................... ............................................. C € ANDERSEN LIVING ROOM FRENCH NO FWH 41611 4 0 x 6-1034 CLAD 0.34 41x611 I D ANDERSEN LIVING ROOM FRENCH : NO FWH 41611 4-0 x 6-10/8 4-1 x 6-11 CLAD 0.34 „`fG OF NEh/ LLEWELLYN E ANDERSEN LIVING ROOM SLIDING YES FWG 120611-4 11-9 x 6-10� 11-934 x 6-11 CLAD 0.34pN ����0'p� NEERIN G F ANDERSEN REAR ENTRY IN SWING LH NO FWH 31611AL 3 0y8 x 610 3 23/a x 611 CLAD 0.34 _r R r 1 SHINNECOCK HILLS RD �` ...........................................................:..............................................:.................................................. ....-............................................................... ...............................,...................................-.......... n D m 2 � , TON, !4Y 11968 2N z TEL: [631] 287-5540 CoA os�a48 CELL:[516] 375-0093 lewelew@aol.com t� MATTITUCK 1 WINDOWS AND DOOR SCHEDULE RESIDENCE BREAKWATER ROAD j Ir MATTITUCK, NY ROOF 2" ENT nV�NT -- I I I I I I Project No. 16.05 I ----_ Designed by Mwr MASTER BATH BATH I `� t Drawn by mw 1Y°I 1Y"i r i 174. i 1�Z° i 2• �1Y° Checked by GL I i II I TUB 4H WC LAV I LAV S�1 WC V I I I I I I I I I I I I I I I I _ I I 2 ND FLOOR 2" 2" 3" 2" 2• 3" 2• DATE: 03.23.E f REVISION: r'" KITCHEN - p'1`1+1PI�R RM. LAUNDRY 174- 1y- i 2" I I I I SI K DW LAV W11C W SH 1 ST FLOOR 2' 2° 3" 2• II k I 410 IPEY"per 12"SLOPE TO SEPTIC SYSTEM SCHEDULES i BASEMENT I 2 PLUMBING RISER DIAGRAM ..... AvEb N.T.S. I