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HomeMy WebLinkAbout37892-Z Town of Southold Annex 12/1/2014 IQ P.O.Box 1179 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37296 Date: 12/1/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2600 Ruth Rd, Mattituck, SCTM#: 473889 Sec/Block/Lot: 106.4-3.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/28/2013 pursuant to which Building Permit No. 37892 dated 3/28/2013 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: reconstruction of a one family dwelling with additions&alterations, including unfinished basement front and rear covered porches and second floor deck, as applied for. The certificate is issued to James&Lorraine Juliano (OWNER) o=LK i�ding. STY DEPARTMENT OF HEALTH APPROVAL R10-12-0069 11/25/2014 ELECTRICAL CERTIFICATE NO. 37892 7/23/2014 PLUMBERS CERTIFICATION DATED 9/12/2014 Anthony Piscitelli t riz Signa re TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37892 Date: 3/28/2013 Permission is hereby granted to: James & Lorraine Juliano 2600 Ruth Rd Mattituck, NY 11952 To: reconstruct an existing single family dwelling with additions & alterations as applied for At premises located at: 2600 Ruth Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-1-3.1 Pursuant to application dated 3/28/2013 and approved by the Building Inspector. To expire on 9/27/2014. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,270.40 CO -ADDITION TO DWELLING $50.00 Total: $2,320.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: �lOb 1{ l � 4(t (T MI#44'Av House No. Street Hamlet Owner or Owners of Property: D Suffolk County Tax Map No 1000, Section Block Lot 3 j Subdivision Filed Map. Lot: Permit No. � �Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 4W Applicant Signature T;:?v c• 7A--.r-r- hO�*pF SO�ryol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CA P.O.Box 1179 roger.riche rt(CD-town.southoId.ny.us Southold,NY 11971-0959 C0UNV,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Jim Juliano Address: 2600 Ruth Rd City: Mattituck St: NY Zip: 11952 Building Permit#: 37892 Section: 106 Block: 1 Lot: 3.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Hanrich Inc License No: 4453-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic X Garage INVENTORY Service 1 ph Heat 2-oil Duplec Recpt 75 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser 5 Single Recpt Recessed Fixtures 166 CO Detectors 4 Sub Panel A/C Blower 4 Range Recpt Fluorescent Fixture 9 Pumps Transformer AppliancesH72 Dryer Recpt 2-30 Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures f] TVSS Other Equipment: 6-exhaust fans, 18 ARC fault circuit breakers, 20 KW stand by generator with 200a transfer switch Notes: Inspector Signature: Date: July 23 2014 81-Cert Electrical Compliance Form.xls " 1 l SEP 1 6 2014 L� TPII TM!n CERTIFICATION Date: Z-1 Building Permit No. 2il Q 9, 2— Owner: , ZOwner: Ja m-e S Juliano (Please print) Plumber: A I.S C 4+e 11 ( lease print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. ( mbers Signature) Sworn to before me this 12-- day of �� '� 20A_4 ANN C. SUTTON Notary Public, State of New York No. 01 SU6049532 Qualified in Suffolk County �]p Commision Expires Oct. 23, 20 Notary Public, 50 —M4C County �o��Of SO//T�o6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATI ] INSULATION [ ] FRAMI G /STRAPPING [ ] FINAL [ ] FIREPLA MNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMAR2 t dJ ;0'/lk- DATE j INSPECTOR i o��pf SO(/ryo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO [ ] FOUNDATION IST [ ROUG LUMBING [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE V ATION [ ] C ULKING REMARKS: cr(T Its DATE INSPECTO OF SO(¢y�� TOWN OF SOUTHOLD BUILDING DEPT. 76580 1 2 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) JX ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� `� INSPECTOR ` 2? 2, Of SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N [ J FOUNDATION 1 ST ROUGH PLBG. ( ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ J ELECTRICAL (ROUGH) [ ] ELECTRICAV(FI REMARKS: --J i DATE INSPECTOR Z�L I SOUl�o6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ( ] INSULATION [ ) FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 91Z INSPECTOR Y 'Ll soul 6 yo TOWN OF SOU DING DEPT. 765-102 ION I-FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F DATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: � -- r P L DATE INSPECTOR 78 Of S0(/1�0 G TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROU LUMBING [ ] FOUNDATION 2ND [ ] I ULATION [ J FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: CM- fit/ r DATE INSPECTOR i ROBERT C. TAST, ARCHITECT 620 OSTRANDER AVENUE RIVERHEAD, NY 11901 631-599-8106 September 16, 2014 SEP 19 2014 -1 i Town of Southold ;-;� - � ----� Building Department Town Hall Southold, NY 11791 RE: Juliano Residence, Permit # 37892 Ruth Road Mattituck, Town of Southold, NY Section 106, Block 01, Lot 3.1 Dear Sir or Madam: Please be advised that the doors from both stairs leading to the cellar have been weather-stripped as directed during the final inspection. Compressible weather-stripping was installed on the jamb and head frame and a rubber sweep installed on the bottom of the doors. Attached are photos showing the completed work. S' cerely, Robert C. Tast RCT/ Cc: James Juliano 1 t ^i i CONSULTI G EN NEER �.: SEP 19 2014 ' September 18, 2014 -� Town of Southold Building Department Town Hall Southold,New York 11791 Re: Juliano Residence,Permit#37892 Ruth Road Mattituck, Town of Southold, NY Section 106, Block 01, Lot 3.1 Dear Sir or Madam, I visited the property on September 17, 2014,to inspect the drainage system. Please be advised that the drainage facilities constructed at the above referenced property have been installed in substantial conformance with the approved plans. Please contact my office if you have any questions or require further clarification. Respectfully submitted, �F 1VOI DWA JrOY. P Doug dams,PE *CO A_ , /dea cc: Mr. James Juliano file 'Vnp'r s Cz 00 info@da-re.wm D.Adams,pe,gllc 631.774.3fZ1 qo box 14,setauket,V( ItW; ` a MAWPLUMING r STATE ENERGY • r ,I; _ .� l,��; %'�i►.� / MIWAWAlrd -- — ADDITIbNAtCOMIVIENTS •�.n. ,L� . — -- • - M A P�� I i t TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT TOWN HALL ww.,r r t..., , ;;ti 5; -- Do you have or need the following,before applying? .� �• �� � Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans _ TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 7f5'901 Check Septic Form N.Y.S.D.E.C. Trustees D E '7 r C.O.Application 20 I Flood Permit Examined f Single&Separate L*91 TT b k1Z 2.S Zol3 Storm-Water Assessment Form Contact: Approved � -,20 BLDG. DEPT. Mail to: Disapproved a/c _ TOWN OF SOUTHOLD Phone: Expiration 20 Y f� Building Inspector APPLICATION FOR BUILDING PERMIT Date N Ot/�gg2 2(0 20 (2 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, h sing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) -11VVA;V "-f I I t4ol --- (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 3,4-ptey (,.111CIC �e,,l I�J� S UL 1AW 0 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed ork will be done: House Number Street Hamlet County Tax Map No. 1000 Section dip Block p I Lot 3.� 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__j_ 0 r-11)451E, b. Intended use and occupancy Wo 6 ft M&(; - ( "1!!!y j%a9T I V tN 6e 3. Nature of work(check which applicable): New Building Addition Alteration, Repair Removal Demolition Other Work 4. Estimated Cost t �� &V Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars -- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 2151-2-0 Rear. "�S 1-2-" Depth Height 171-3" Number of Stories'Dimensions of same structure with alterations or,additions: Front 51-21 Rear Depth - ZU Height 2,6, 119 ff Number of Stories 2 8. Dimensions of entire new construction: Front Rear Depth Height _ Number of Stories LOT 9. Size of lot: Front �� +'L b°1,1� Rear Z bl Depth 1 Z %A bS1 5+M,-31 10. Date of Purchase 2012 Name of Former Owner W�alt MV 1 4 VetLA, NOL, e-1 A A4 AJ 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO x Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect .8 � — _Addressy, one No &3t"3T - 1040 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_-,-( NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES-,9—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�C _ * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) �(f�EIQT-- C, I-A5 �d+ l s a,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the C--, (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this Diane M.NiiYieke - ay of 01 yP„ cs+�saNr f No.01Nna�aca.iaa CenaniaMon�iproa.A/yT1. Notary Public Signature of Applicant Town of Southold - Chapter 236 - Stormwater Management : SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (.All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-Againt-Consultant-Contractor or Other(Ckele One) P rty OWNER.WOVIerent than Appllcant) 0 P) La7p.Ipi ULA kND Add o'5't'12P�G V� WC.►2lt f'�Po')�.r flVvdt 4vier, Z'LMMOI13 M#WX N4 Uv3o f. T . W1 7: (+'n4,� Tekphla y v - /ao F"*7i � _ �S 1001 {. E-Mag G 1� L�' K Q7,Za ' E-Mail: +. �l��tAY�D✓ I I V GW1 P 4- Peop, J4 � N Brief DeSeiption of CmMmZiton A mty,Pmposed Strnettnal BMPs,Soil S C T.M.A 1800 Stabaliabion BMPs,PrWd Scope add"Seq mce of ConWucbon Achvity i vr.; swloe ams Lw (Pro"AdrNorW Petps ss tierces) Name of Contractor andlor Contact Parson Responsible for Implementation of SWPPP: Ad me: Telephone 0: Fa:M -Ju ^Na--V-'-�-`'" -- E-Mag: --'•-0-�0------ Name of Persons Responsible for Installation&Maintenance of Erosion Control Pracam. I' -------------------------------------------- ------------------------------- I Tobphonstk Fax k: ------------------------------ E-Mail. ----------------------------------------.-_---_-. j Aa -------------------------------_------- __-.- Total Ares of Al 2 I V A G TOW Area of land Cla2g Pm)eclParcels: IV ft andforCwoundl3hlurbarlca: d G -------------------------------------------- i (aF.f Ilam) (SF.I tan) Project Durallow End ----------------------------------------- (Anticipated) Date: (Z Z Date: Comammm I WiA this Project Disturbs five(5)or More Acres at 11t yif Any One Time During the Proposed Development? O No --------_-__---------..----------------------- I If YES:Plans Answer therollorringl -------------------------------•---------------- a. Does the Applicant have a Qualified Inspector On Q Q Staff TO Conduct the Required Inspections? Yes No List the NAMES or dasortption of all Potentially Impacted Walenbodias section 11YWtanda b. Does the SWPPP Indicate How Frequently the Site Q Q Inspections will Occur and for What Period of Time 7 Yes No C. Does the SWPPP Adequately Identify All Temporary Q Q -____-_`W----- ---- -- --------------------._.e_. and/or Permanent Soil StabalizationMeasures 7 Yes No d. Does the SWPPP Adequately Identify a Complete Q Q - --_.----' _..._._._.-._- _-_.._._..._....-_.-_.._ _..----__------------ 1 Project Phasing Plan? Yes No Status of Impacted Walarbody:(eq.TMDL,303(d)Listed,Impaled.-) e. Does the SWPPP Indicate Additional Site Specific Practices that Will be Utilized to Protect Water Quality 7 Yes No I. Has the Applicant Submitted a Completed DEC NoticeI OF intent and SWPPP Acceptance Form for Review Q ryl»of knpaetad Waterbody:(eg.Lake.Creel,Say.Pond,sound,Freshwater Wetland-.) 1 by the Town of Southold? Yes No STATF.OF NF.W YORK, � COUNTY OF............................I..............1% I �f Tbat I....�{d T.`�...���... �Y...................being duly swom,deposes and says that lie/she is the applicant for Pem►it, (Name of hdMdual signing Docwtemt) Andthat he/she is therA6 .. (Owner �..1. `'► ........................................................................................... �. ,contractor,Agent,Corpaale oKoer,etc.) I Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the maturer set forth in the application filed here Sworn to before me this; j ..............s__ L- day0.�t� NotaryPublic: .... . .... ....... .... ... .................................... DuneM IAi11lYn (Sign-lure ofApplcaM) I SWPPP Assessment FORM: 03-12 No.0IM1120111M Cotinlyof Connisliaf Expires.fitly 27,M/3 i Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAtrE: Owner-Agent-OQgSM-Contractor orOther(CirchOne) Properly OWNER-iSDlflarentthen Applicant) Addrus. tJ17 JEWO Telephone a« Fax W Fax b E-Mal ck @ �Lt?.C,n5l4A 1.�, .v 141ro(�(► tV. «ut n �y Proper4F Adie..:to Brief Description of Corouuction Activity hvposed.S ctwil BKk SW f SZ,T.N.tp 1000 I 7i Stand-sh—BMP°'Pmjerx Scope and/or Sequence of Cansnttction Activity i Drew sneer: tet (woade Addtm .s r.l Peperedw) I Name of Contractor ondfor Caolaet Person Responsible for l rpkmantdion of SWPPP: Gr- .fWf.S .k)lt/6t40 JL.11V -W�'Ll�rlo_ct�WN��..��Y _1�9_1�� I i ' `6 ^ V�• ���',{1 �-'� II -sem NO_�.�'`�_p__/�_pw��to�__�Q�►1V+�NJ� f Adl Tolaplwna F-.t._:._� l i td Name of PefimMs Responsible for liFatelladen d Msintenanes of Eroelan Control Pradios -r-----------------------_--_---..__-_- Telsplarrefi Fmrs; _C�11 t_`��',,,vff=7r�_-�_�G��qI�tD- E-Nall: va}�+�J12_ _LIQ _ _Djk—mf- �i�� Total Area aFA1Taal Area of terlrg nd Gea Peo)edParcels: Z= "orGrouidDie►ubence: _Q --rios, ---------------....___---_______....__- (SF. (SF.IAS-) ProjectDuration: % Start ( End -------------------------------------------- (Anticipated) Dole: ---------------------------------------------- P=bbraCrn+iroeyy VVIN this Project Dkturbs five(5)or More Acres at � � ______ ___________ _------------------------ Any One Time During the Proposed Development? Yes No - NYES:Plane Answer the Folbadntil --_--._-_.__.---------_--_-...__._-_-_ a. Does the Applicant have aQualNledInspector On Q Q ------------ i. Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site O O List the NAM mdescription of ail Potentially hnpacbd Wakdmdim andfar Wdhnds: Inspections will Occur and for What Period of Time? Yes c. Does the SWPPP Adequately Identify All Temporary = and/or Permanent Soil Stabal)zatfonMeasures? Yes No d. Does the SWPPP Adequately Idenlfy,a Complete Project Phasing Plan? No Strran of Impeded Water":(es.TWL.Wild)Llstsd.knptlred-) e. Does the SWPPP Indicate Additional Site Specific Practices that WIN be Utilized to Protect Water Quality? Yes No - f. Has the Applicant Submitted a Completed DEC Notice Type of k"p-ftd Wade&W Lake.Cr ek.Dw.Pond.8ow;4 Freshwet.. -) Of Intent and SWPPP Acceptance Form for Review Q Q by the Town of Southold? Yes No STATE.OF NEW YORK, COUN'T'Y OF...........................................SS ....................................being duly swom,deposes and says that he/she is the applicant for Permit, (Name of IndMdwl algrdng Doaanent) " And that he/she is the ...... ......-,,,�L„�,1„�oil lf!K—' .. ..... ............................................................. ........ ........... ........................ .. (Owner.Coosaclar,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the matmer set forth in the application filed herewith. Sworn to before me this; j ..........Q 1. .........................day of....i`C�ar C .................,2013 NotaryPublic: ..................................... ........ d... ....... .Aprc.pOicad)nt).......................... 04tstpr SWPPP Assessment FORM.- 03-12 rmusomy 100, i O K� T.O.S, "SWPPP" Preparation - Chapter 236 For Department Use Only:S.C.T.M.th Proporty Address: Storm Water Pollution Prevention Plan''� �� Review Checklist Checklist # 1 MFI; -d;Wo-n Lot REEDIRF.D PLAN INFORMATION AND IMPLEMENTATION DETAILS; i YES NO;NA,'Explanation for NO or N.A. lan Sheet Does the SWPPP Adequate) Provide for endfor Indicate the Follows ; Location(pg.#) 1. Drainage ons a Stamwater 13MPs 0050M to ro a Two Inch Rawa on 2. Construction Phasing Pian Ind)catlrrd Seguenoe aF Proposed Construction Activities. _-: ' __. _.._-..ucti_.._Phasing .._...... _ neral.Location Map,,_•-- ____-- 'C7, '�' l ._ 1..5? .w�j -_.(n1 ..�1��x_IUF._ ._- 4. Dralarme Site Plan Drawn to Stele at S' ' feet to Itre Inch or er Irrdkattin the Follows - ___a_-Logatlon end Des tion. _ __ - ,crjp cif Property Boundarieax_•__.._._._____..__._._.._._.___..._._._.._.___._.,�f�r z._._._._._.__...._.__..______._._.___..__._____._._.__.._._._. __ _........ ... ....._._._._._. c. Ah Existing,tag rmf and/or Man Made Features on and within 5(Y of the Property BoundarX; ._..11 fQ�0 d. Test Hole Data Indicating Soil Characteristics&DeprtfT ._e. Contours It?'ro I.Eleatios S 419-?): __ ___. __._....-___.... .._... ..__..__ 0 'S lTvs' _ - __. f. Spot Grade&Finish Floor Elevations for Existing and Proposed Struchxes; ..� ._ _ - -- _ _-• - g_ L"ocatroin�WoodedAi as tl lactated frees wills a M7n`imum bimeiori of i$a Clfanieter; h Sod Eo7iservatfon briMi W!"Ot rvey. , S. Background Information about the Scope of the Project,Location&Description of the Site, i 0 i - Proposed Chane6 to the Site and AIi Existing Devek►pmert _- _...-,&....M—Imp m merits).not4- g Tptat.Ama flf l.end_D)ah+rtxnoe.kTgAd OkArDas--._._....._.. -- b. All Excavation.Filling,Stripping&Grading Proposed and Identified as to _._._ __.-.....__....... _._..._.--. _ d_ep_t._h,._V_.d..u_.m_e....._.__; e M ;4 ; & NatureofM;r!1 ___b : ---..__..._......._._..---_..._.._....._.---._._..__...._.._._.___.__._._._._._......_.._ _._._......_._.. c,__AIi AreassReQulrtng Clearing-andlor Grubbing;,- --_-• _,--._.-.---._.-__. _•--- -.-. _-- - �!r ;0 .._......._._._....-_.-•-----.__.._......_._._._. -._...__._._..-.-_-_._._...__-----__...._......___ _..___ d. All Areas Where Topsoil fs to be Removed.Stockpiled and where Topsail will ultimately e. Ali Temparar�r&Permanent Ve�etatiar to be_Placed on 31ts;__. _•-----_._._._._._.__._._..._--y 0'®i 0��': Lz__ lQ.. �J�x` ` 1._µt _ . ____.___._-...__ .... f. All Tem &PerrnaneriEStorm Water Runoff BMP Cixrtrol Measures P -____TPo�Y_._._.....___.___.to t _ . _. d _ g._,The Anticipated Pattern of Surface Drainage During,Periods of h. The Location of aII Rkieds,Driveways,SidewaAis,PaE%Structures,Utilities _._._.__impr'ovements.fridudfng"Temporarylsoceas��oristruoG`on Staging T1reas:�__..__.._.._._._._� � � , .._._..f._'I`iie� ._.&"Fiiial'iroirtours-ana or �_ .-- .--- ---__.._._.-•--•-- , , , ,__._.--_---.__.........._...__._--__--.---._.._...._.-_.__..._._----.._._._....._....--.-----.... 8. A Schedule of the Sequence for the Installation oEAll Planned Soil Erosion,Sedimeritetiori i�7 Q i 0 i &Stormwater Runoff Control Measures. 7. Description Po�utlon Prevention Measures Prat will be Implemented. 8. A Description of the Minimum Erosion&Sediment Control Prxsctiara b 6i Installed and/or Implemented for Each Construction Actr that will result in Soil Disturbance.--------------- 9. Description of(:onstrucfion&Waste materials Fxjeded to be Smred Onsite.- �y�,©,O^ 0. Temporar'yR&Permanent Sal t6bikiti n Plan that meets the'Cki nt Version of lite _New York State Storm Water Design Manual Technical Standard,---------------------f ___-_•__ ____ __.__ 11. Gaiiir l& -FianandConstructionD fortheP act. -iE;2'1 i---'----------------------- _____________.._-�! --------------_-..__-...._i i i r_..__.___._.__.________.__.__.-___._..______.____ , ...._.....__..__._---.... 12. Dimensionsy Material 8eecitkxtlons 8 Installation Deta>fa for At Erosion&Sediment Control Practices. ,CM Q, e 13. TemQoraryPradioesthatwtilbeCo-vaned- Permanent---- ----- . ----„_.____� ,� e__ ..__. _ ____.__.__ __ _........._.____._-.--•--._ .__ _ _... ____ Im entstion Schedule for Ste ' T Erosion Control Practice or BMP. - - -------- 14..- _�---------- ..____ fill_ �_-----------•------_._..--_`-.----a�i�i'"�._-- 15. Mainttnance Schedule to Fissure Continuous&Effective Operation of Erosion& Sediment Control Practices. 16. Names of Potential Surface Waters of the Stat;of New York enrilor W that may b; rImpacted by PevelopmenL 17. Delineation ter------PlanI -----ntailonResQoersibliftiesforFochpartofthe __ata t__..hat_-._Dea__g_tibes____Storm___Water___._Runoff_____andl__a•-_Na__tu__ral_1]_raina�_---_----. 18. All other Existing De 18.-idenNtk Non of All Cordrector(s)/Sufi Coritracior(s1 Respor>s for Installing.Constructing. 3 , , r. Repairing,R In n and Malntai the Erosion&Sediment Control Practices. 9 1=1 Storm Water Management Control Plan Checldfist 9 1 : 03-12 Town of Southold - Chapter 236 - Stormwater Management CONTRACTOR CERTIFICATION STAT IEENT _ Prior to the commencement of construction activity,the owner or operator must identify ALL contractor(s)and sub-contractors)that will be responsible for installing,constructing,repairing,replacing,inspecting and maintaining the erosion and sediment control practices Included In the SWPPP;and the contractor(s)and i sub-contractor(*)that will be responsible for constructing the post-construction stormwater management practices included In the SWPPP. The owner andlor operator shall have each of the contractors and/or sub-contractors identify at least one person from their company that will be responsible for Implementation of the SWPPP.This person shall be known as the trained contractor.The owner and/or operator shall ensure that at least one trained contractor is on site on a dally basis when soil disturbance activities are being performed. The owner and/or operator shall have each of the contractors and subcontractors identified above sign a copy of the following certification statement below before they commence any construction activity: CERTIFICATION "I hereby certify that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site inspection.I also understand that the owner or operator must comply with the terns and conditions of the most current version of the New . York State Pollutant Discharge Elimination System("SPDES")general permit for stormwater discharges from construction activities and that It is unlawful for any person to cause or contribute to a violation of water quality standards.Furthermore,I understand that certifying false,incorrect or Inaccurate information is a violation of the referenced permit and the laws of the State of New York and could subject me to criminal,civil andlor administrative proceedings." i J ,11J(,kA too '1WVV 74K .ICH O W�� S � 'Z-o ; TN. In addition to providing the certification statement above,this page must also Identify the specific elements of j the SWPPP that each contractor and/or sub-contractor will be responsible for. Specific SWPPP Element: --. �_--------._..__ __-_.. __ ------------------- I . (Please Describe Here) -__-__.--___-_-___._--------------------------.._----._._..-------- � NAME and TITLE of the Trained Contractor(s) responsible for SWPPP implementation; �Awl" JI.XNO► ow MAMA: ne.: DOW NAME,address and telephone number 1 of the Contracting Firm; dt�------------.------------ -------------------------- ------------- Property ---_----_-- _----------.------_-_-_R-Property Address and " rA, Suffolk County Tax Map Number of the site; __ -_ L_'"_�'O p t-4 N`- S.C.T.M.tk 1000 District Section Block Lot' The owner and/or operator shall attach All certification statement(s)to the copy of the SWPPP that is maintained at the construction site.If new or additional contractors are hired to implement measures identified In the I SWPPP after construction has commenced,they must also sign the certification statement and provide the Information listed above. For projects where the Department of Environmental Conservation requests a copy of the SWPPP or Inspection reports,the owner and/or operator shall submit the documents In both electronic(PDF only)and paper format within five(5)business days,unless otherwise notified by the Department SWPPP CertMization Statement FORM: 03-12 O���f S°�jjyo Town Hall Annex � � Telephone(631)765-1802 54375 Main Road �FFi�rr ��..g,g Q(��, P.O.Box 1179 ! rro er.richerlt�ltoYVr�1.80UEr10td ny us Southold,NY 11971-0959 BUQ.DING DUARTi1UM TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: RI&A 7) Date: Company Name: Name: 1 eLMA License No.: Address: 43C,554,Pe Al ILLEk Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: 1`1"b I *Address: ICAO- - i�, >CTt i����_r - -- *Cross Street: pc�r L Thry U6Fb0 *Phone No.. l" I-7 3 3 7, 0 y 93 Permit No.: Tax-Map District: 1000 Section: Block: _ Lot:-_ *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: YES/ 0O Rough In Final *Do-you need a Temp Certificate: YES NO Temp Information if.OReded) , *Service Size: �hase 313hase S100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 1 82-Request for InspecUon Form . I TO OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT VaRMERAGS NL 1 E A)D o ss S W TYPE OF BUILDING LES�JC�j SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS yj j v/ ZL,2 0,po J,> Y I --7 '%`Q lc-K� k L;" 1,C) -7/ I5 t10 07 o6c 3l2k,7—L 12(,q.2A9 IFI- M()IC r? oIr-�Or c 71-a, 7- M' 'illable FRONTAGE ON WATER toodland FRONTAGE ON ROAD WaclowkpAcl DEPTH Rv OU30 Plot BULKHEAD DtQI �'F , • • • i p W I mi : '-_y- ik _ ■■■■■■■■■ei■■■■■■ ■■■■■■■■■■■■ . ■e�iii iiii��iii i�i�iiiii■�MEN ON � C.....................C■■■■... Foundation I Interior Finish Fire Place :Rooms Ist Floor Recreation Room Rooms 2nd Floor Driveway l��iii r v Y �o ivy A At ............... ROBERT C. TAST, ARCHITECT 620 OSTRANDER AVENUE RIVERHEAD, NY 11901 631-599-8106 November 27, 2012 Town of Southold Building Department Town Hall Southold, NY 11791 RE: Juliano Residence Mattituck, Town of Southold, NY Dear Sir or Madam: Enclosed please find the following documents as our submission for a Building Permit for the above location: • 1 copy of completed ""Application for Building Permit" • 4 sets of construction plans Drawings A-0 through A-9 dated November 26, 2012. o 4 copies of building permit survey prepared by Young & Young. • 2 copies of REScheck Compliance Certificate 1 copy of SWPPP Assessment Form Si erely, Robert C. Tast RCT/ Cc: James Juliano Encl. ROBERT C. TAST, ARCHITECT 620 OSTRANDER AVENUE RIVERHEAD, NY 11901 631-599-8106 March 22, 2013 Town of Southold Building Departmentir Town Hall Southold, NY 11791 ! !t MAR 2013 RE: Juliano Residence Mattituck, Town of Southold, NY Dear Sir or Madam: As you know, we have revised the design for the Juliano Residence to include full demolition of the first floor leaving the existing cellar and first floor deck as is. Will you kindly substitute the following documents as our re-submission for a Building Permit and ignore the previous submission: • 4 sets of construction plans Drawings A-0 through A-9 dated revised January 22, 2013. 4 copies of Drawing C-1, Storm water Management Control Plan prepared by Douglas Adams, P.E. dated March 12, 2013 • 2 copies of revised REScheck Compliance Certificate • 1 original and 1 copy of SWPPP Assessment Form • 1 copy of the General Contractor's (and Owner) Workers Compensation Insurance certificate for JUIV Enterprises, Inc. Sincerely, � , �t Robert C. Tast RCT/ Cc: James Juliano Encl. ROBERT C. TAST, ARCHITECT 620 OSTRANDER AVENUE RIVERHEAD, NY 11901 631-599-8106 March 28, 2013 Ms. Patricia Conklin Town of Southold Building Department Town Hall Southold, NY 11791 RE: Juliano Residence Mattituck, Town of Southold, NY Dear Ms. Conklin: Enclosed please find the Suffolk County Health Department approved Drawings 1 of 4 through 4 of 4 dated approved January 3, 2013 as requested. Sincerely, Robert C. Tast 1� n 2013 ;� n RCT/ Cc: James Juliano Encl. ROBERT C. TAST, ARCHITECT 620 OSTRANDER AVENUE RIVERHEAD, NY 11901 631-599-8106 May 16, 2013 Town of Southold Building Department MAY 17 2013 Town Hall Southold, NY 11791 BLDG. DEPT. TOWN'OF SOUTUOLD RE: Permit Number 37892 Section 106, Block 01, Lot 3.1 Juliano Residence Ruth Road, Mattituck, Town of Southold, NY Dear Sir or Madam: During construction of the above residence, it was discovered that the existing first floor sub-floor and some of the supporting joists were in poor condition. As a result, we decided to completely replace the first floor joists with new engineered lumber (TJI's) and new 3/4" plywood sub-floor. Attached please find four copies of Drawing A-1 revision dated May 9, 2013 reflecting these changes. This does not change any floor area or insulation location and size. Please accept this amendment and include attached Drawing as part of the permit. Please contact me with any questions or comments. Si cerely, c� Robert C. Tast, Architect RCT/ Cc: James Juliano Encl. ROBERT C. TA'SrT, ARCHITECT 620 OSTRANDER AVENUE RIVERHEAD, NY 11901 631-599-8106 September 17, 2014 Town of Southold Building Department Town Hall Southold, NY 11791 RE: Juliano Residence, Permit # 37892 Ruth Road Mattituck, Town of Southold, NY Section 106, Block 01, Lot 3.1 Dear Sir or Madam: Enclosed please find Certificates of Electrical Compliance dated July 23, 2014 and August 12, 2014 for the above referenced house and accessory garage and one copy of the Certification of Lead Content by the plumbing contractor for the above as requested during the final building department inspection of each. Please contact me or Mr. Juliano with any questions. incerely, Robert C. Tast RCT/ Cc: James Juliano ROBERT C. TA"SrT, ARCHITECT _ ------ 620 -620 OSTRANDER AVENUE RIVERHEAD, NY 11901 5 106 September 5, 2013 ^ Town of Southold Building Department Town Hall Southold, NY 11791 RE: Juliano Residence, Permit # 37892 Ruth Road Mattituck, Town of Southold, NY Section 106, Block 01, Lot 3.1 Dear Sir or Madam: Please be advised that I have inspected the rough framing and the crawl space foundation work at;the above project and find that both the carpentry framing and concrete foundation construction is in general accord with the approved drawings as revised dated January 22, 2013 and May 9, 2013. The second floor engineered joists used are upgraded to 16" deep in lieu of the 14" TJI's. Sincerely, Robert C. Tast ., J t 1 9. yO RCT/ Cc. James Juliano YOUNG &YOUNG Telephone (631) 727-2303 400 Ostrander Avenue Facsimile (631) 727-0144 Riverhead, New York 11901 uadmin@youngengineering.com lg - I - � , ► HOWARD W. YOUNG, Land Surveyor THOMAS C.WOLPERT, Professional Engineer DOUGLAS ADAMS,Professional Engineer ROBERT C. TAST,Architect September 30, 2013 Town of Southold Building Department Town Hall Southold, NY 11791 RE: Juliano Residence Mattituck, Town of Southold, NY Dear Sir or Madam: Enclosed please find four (4) copies of Site Plan, Drawing 1 of 1 dated September 27, 2013. This Drawing indicates the relocation of the parking area adjacent to the house and the proposed storm drainage for that area and the roof. The driveway, including associated drainage, does not change with this amendment. Please contact me with any comments. Thank you. Si cerely, Obert C. Tast RCT/ Cc: James Juliano �-- Lit SFR Planning Engineering Land Surveying *pF SOUryOlo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold,NY 11971-0959 y,04UMy,� September 15, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD James & Lorraine Juliano 3 Andover Court Manhasset, New York 11050 Iswuth attituck er Gary Fish's inspection dated 9/9/14,a photo or certification that weatherstrip and re installed on the basement door. ON ER The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. fee of$50.00. inal Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84' c Trustees Certificate of Compliance. (Town Trustees#765-1892) �� Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. /*—Final Storm Water Runoff Approval from Town Engineer e I 1 r ti BUILDING PERMIT: 37892-Z reconstruction of dwelling 1� ROBERT C. TAST, ARCHITECT 620 OSTRANDER AVENUE RIVERHEAD, NY 11901 631-699-8106 r }} September 18, 2014 1� L; SEP 19 2014 ��f Town of Southold Building Department Town Hall Southold, NY 11791 RE: Juliano Residence, Permit # 37892 Ruth Road Mattituck, Town of Southold, NY Section 106, Block 01, Lot 3.1 Dear Sir or Madam: Enclosed please find the following documents requested by Mr. Gary Fish during his final inspection for the home and garage at the above residence. • Letter dated September 9, 2014 regarding new garage foundation. • Letter and photos dated September 16, 2014 regarding cellar door weather-stripping. • Letter dated September 17, 2014 with certificates of electrical inspections and solder lead content. • Letter dated September 18, 2014 regarding storm drainage. These are provided as part of the Juliano's request for a certificate of occupancy of the House Alteration and New Garage; please contact me with any questions or comments. A final survey is being prepared and will be forwarded to you shortly. Thank you. S' cerely, G. obert C. Tast RCT/ Cc: James Juliano ROBERT C. TAST, ARCHITECT 620 OSTRANDER AVENUE RIVERHEAD, NY 11901 631-599-8166 November 26, 2014 Town of Southold Building Department Town Hall Southold, NY 11791 RE: Juliano Residence, Permit # 37892 Ruth Road Mattituck, Town of Southold, NY Section 106, Block 01, Lot 3.1 Dear Sir or Madam: Enclosed please Drawing 1 of 1, last dated April 17, 2014 with the Suffolk County Health Department "green stamp" approval of constructed works for a single family residence; dated Nov. 25, 2014. Will you kindly let us know if there are any other outstanding documents necessary for issuance of a Certificate of Occupancy? Thank you. Sincerely, Robert C. Tast RCT/ Cc: James Juliano DEC - 2014 bl'Alb VYr4bW XUKIS �►' WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia. Legal Name and address of Insured(Use street address only) lb.Business Telephone Number of Insured 718-465-5600 JLJ IV ENTERPRISES,INC 213-19 W AVENUE Ic.NYS Unemployment Insurance Employer Registration QUEENS VILLAGE,NY 11429 Number of Insured Id.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.a Wrap-Up Policy) 11-3630755 ALL LOCATIONS 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) ZURICH AMERICAN INS CO TOWN OF SOUTHOLD 3b.Policy Number of entity listed in box"Ia": BUILDING DEPARTMENT 9488800-00 TOWN HALL SOUTHOLD,NY 11971 3c. Policy effective period: 02.01-12 to 02-01-13 ` 3d. The Proprietor,Partners or Executive Officers are: X included. (Only check box if all parmeWofficers included) ❑ all excluded or certain partners/officers excluded. 3e. Demolition is: (Definition of Demolition on Reverse) X included. ❑ excluded. This certifies that the insurance carrier indicated above in box "T' insures the business referenced above in box"la" for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The Insurance Carrier will also notify the above certificate holder within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices maybe sent by regular mail.) Otherwise,this Cert(tcate is valid fora maximum of one year i,4%r this form is approved by the insurance carrier or its licensed agent. Please Note:Upon the cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit, license or contract Issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an autborized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: THERESA HUGLAND (P'h name of authorized representative or licensed agent of insurance came ! Approved by: l ) 1( "Z-7 !2 c( -Signature) (Date) Title: INSURANCE MANAGER Telephone Number of authorized representative or licensed agent of insurance carrier:516-349-1333 Please Note:Only insurance carriers and their licensed agents are authorized to issue the C-105.2 form. Insurance brokers are NOT authorized to issue it C-105.2(12-03) Workers' Compensation Law Section 57. Restriction on issue of permits and the entering Into contracts unless compensation is secured. 1. The head of a state or municipal department,board,commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,and notwithstanding any general or special statute requiring or authorizing the issue of such permits,shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter.Nothing herein,however,shall be construed as creating any liability on the part of such state or municipal department,board, commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department,board,commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter,notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter. Definition of Demolition(Box"3e."on the reverse side of this form) A building wrecking or demolition is one where a building,chimney or steeple is razed,or where a floor,exterior wall or roof is removed. If the contract involves only the removal of interior walls,partitions or the facing only of any exterior wall,it is not considered demolition. Out-of-State Companies Working in NYS--NYS Workers'Compensation and Disability Benefits Requirements for Permits, Licenses or Contracts issued by NYS Government Entities Generally,employers must have a workers'compensation policy or a combination of policies that cover each state in which they employ permanent employees to cover on-the-job accidents and disabilities. As you are probably aware,certain insurance carriers write policies that cover multiple states. "Riders"found under sections 3A and 3C on the Information Page of the policy specify the states of coverage.In addition,the operations covered in each state are identified in attachments to the policy. In addition to any other state's workers' compensation coverages,an out-of-state employer needs to be specifically covered for NYS workers' compensation insurance when there are "sufficient contacts" between that employer and the state. While there is no single determinative factor,any of the following criteria could be the basis for finding"sufficient contacts"requiring New York coverage: ♦ a physical location within New York State; ♦ $50,000 in payroll during a calendar year in New York State; ♦ one or more employees(including subcontractors)with a primary work location or hired within New York State;or ♦ employees(including subcontractors)working in New York State for more than 90 days during a calendar year. If an out-of-state employer meets any of the above criteria,it is required to carry a New York State workers'compensation policy. When New York is listed in Item 3A on the Information Page of an employer's workers'compensation insurance policy,the employer is fully covered under the NYS Workers'Compensation Law. If insured through a private insurance carrier,the out-of-state employer must file a C-105.2--Certificate of Workers'Compensation Insurance(the business'insurance carrier will send this form to the government entity upon request) PLEASE NOTE: The New York State Insurance Fund provides its own version of this form,the U-26.3.If the out-of-state employer is legally, fully self-insured in New York State, the out-of-state employer must file a SI-12 -- Certificate of Workers' Compensation Self-Insurance(the business calls the Board's Self-Insurance Office at S18-402-0247). If the out-of-state employer is participating in group self-insurance, the out-of-state employer must file a GSI-105.2 — Certificate of Participation in Worker's Compensation Group Self-Insurance(the business'Group Self-Insurance Administrator will send this form to-the-government entity upon request). If an out-of-state employer does not meet any of the above criteria and has New York(NY)Iisted in Item 3C on the Information Page of its workers'compensation insurance policy(the Other States Insurance section),NYS specific coverage is not required and the employer may be able to use its own state's workers'compensation coverage by filing a WCIDB-101 form.[The out-of-state employer's employees will be covered under NY benefits when working in New York by having NY listed in Item 3C on the Information Page of the workers' compensation insurance policy(the Other States Insurance section).] C-105.2(12-03)Reverse CREScheck Software Version 4.4.3 NJ( Compliance Certificate Project Title: JULIANO RESIDENCE Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 13% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: MATTITUCK ROBERT C.TAST ARCHITECT ROWN OF SOUTHOLD LConpli�,rce_ Passes using UA-trade-off Compliance:5.6%Better Than Code Maximum UA:1392 Your UA:1314 The k Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Gross • Assembly Area or or Door Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss 1512 30.0 0.0 53 Ceiling 2:Cathedral Ceiling 354 30.0 0.0 12 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1760 30.0 0.0 58 Floor 2:Slab-On-Grade:Unheated 286 10.0 219 Insulation depth:2.0' Floor 3:Slab-On-Grade:Unheated 554 5.0 499 Insulation depth:1.0' Wall 1:Wood Frame, 16"o.c. 2695 19.0 0.0 135 Window 1:Wood Frame:Double Pane with Low-E 199 0.300 60 Door 1:Glass 204 0.310 63 Door 3:Solid 35 0.400 14 Wall 2:Wood Frame,16"o.c. 2385 19.0 0.0 129 Window 2:Wood Frame:Double Pane with Low-E 195 0.300 59 Door 2:Glass 41 0.310 13 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to omply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title �r SI ature �E OF NEV,, � CHARLF� y O , Alo t V/Srf•T k D ARG�`� Project Title: JULIANO RESIDENCE Report date: 12/14/12 Data filename:C:\Documents and Settings\Robert Fleming\Desktop\juliano\CONTRACT DOCS\RRESCK rev.rck Page 1 of 5 CREScheck Software Version 4.4.3 NJ( Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 13% Heating Degree Days: 5750 Climate Zone: 4 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling,R-30.0 cavity insulation Comments: Above-Grade Wails: ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.310 Comments: ❑ Door 3:Solid,U-factor:0.400 Comments: This door is exempt from the U-factor requirement. ❑ Door 2:Glass,U-factor:0.310 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. ❑ Floor 2:Slab-On-Grade:Unheated,2.0'insulation depth,R-10.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 2.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 2.0 ft. ❑ Floor 3:Slab-On-Grade:Unheated, 1.0'insulation depth,R-5.0 continuous insulation Comments: Project Title: JULIANO RESIDENCE Report date: 12/14/12 Data filename:C:\Documents and Settings\Robert Fleming\Desktop\juliano\CONTRACT DOCS\RRESCK rev.rck Page 2 of 5 Slab insulation extends down from the top of the slab to at least 1.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 1.0 ft. Air Leakage: Ej Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. Wood-burning fireplaces have gasketed doors and outdoor combustion air. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Ll Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Lj Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: Lj Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2. Project Title: JULIANO RESIDENCE Report date: 12/14/12 Data filename:C:\Documents and Settings\Robert Fleming\Desktop\juliano\CONTRACT DOCS\RRESCK rev.rck Page 3 of 5 (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: ❑ Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. ❑ Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ❑ For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: Lj Circulating service hot water pipes are insulated to R-2. Lj Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: ❑ Heated swimming pools have an on/off heater switch. Lj Pool heaters operating on natural gas or LPG have an electronic pilot light. F-1 Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. ❑ Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: D Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: Ll A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title: JULIANO RESIDENCE Report date: 12/14/12 Data filename:C:\Documents and Settings\Robert Fleming\Desktop\juliano\CONTRACT DOCS\RRESCK rev.rck Page 4 of 5 Project Title:JULIANO RESIDENCE Report date: 12/14/12 Data filename:C:\Documents and Settings\Robert Fleming\Desktop\juliano\CONTRACT DOCS\RRESCK rev.rck Page 5 of 5 2010 New York Energy Conservation Construction Code Certificate Ceiling/Roof 30.00 Wall 19.00 Floor I Foundation 30.00 Ductwork(unconditioned spaces): Glass & D.• • Window 0.30 Door 0.31 NA CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments: 50 000 1GLPN vo 9 rn M�,s H z .p O W " OL •` C7 o A w s y Ch I� ', � r•p N\m � LO tJ Ol Qp i U PIANO V v TEST No/E G.2 n1f�V 7C { � o ` + Tr 9P — N 9➢ 7 A 040 ROAO .y N • .,.,�.,` � . . .RUIN • p 7P39��0� � ,�:���Sew. I if�+V�y9f(J C. LOCATION OF WELLS AND SLRTgTIONS A�or„+�N ®A Z S pWN HEREIN AHE FCOM A4N8F[_D FDQLD OS g O,I,RERS DT.TA UHY Q f VI \t ',nOftIE4/YDS Srf= AWE svIslQNr YOUNG & YOUN o=P/PE �p4,1974 400 OSTRANDER AVENUE, RIVERHEA EW�VOk' ■<MON//MENT Q I,/!P6 yyk III ALDEN W. UNG 0 ELEVAT/ONS AAE REFERENCED TO AN ;� 0 T/rh7d pgOR[p ONAL[N N[[R AND `<(t --�"'�w•:Y N o:4M11VllT9R. ASSUMED DATUM AAC'..�,/975 LANG 91URV[POq,N.T.9.LIQ.NO,7284e SURVEY FOR: ^ I F•fi19EE�C rp"Nls"'"eu %m le"►`""iv,al'"((��b"" nai° a WILLIAM MOLCHAN 8 VERA MOLCHAN T209 OF,iNE:K1Y r0[IE$7{T6 -o T tn0-J..a. ." ;3.... Or il"!9y11VEY NO 9N < - 1T.1 L Me.IL 9Wdµ9 0 yof 1 0 94 21 4 4gOtago - t AT GUARANTEED TO: • ,. MATT/TUCK INET/RE6UARANTEECO. . aw..wr E9 loo—ow p LJ19q 'fl oNLr To nfC:9[n9ar.r�\ flry TOWN OF SOUMOLD s,w[r la nKrAi9l,•MA, .a z4i .. 4i D oD vJ �� K Opyp ` \\(O NNo g A n Lot 2 i \ 1,1P ' N �q�O yg go p g e2l �f INSET 8� \ o S SCALE: 1" = 50' p m / N N \ - ��.� Nis o W E01 z o Q12Q11VJ \� ;a� �01 \ !Rio y Tie m° go 93 3 2!o ym o9 o� ym y6-t 1 \413 Q11yJ c,'t62�a yr g q12 NOTES 2Q 061 e a � AREA = 2.41654 ACRES 11 \'341 2o``W 5�\6\2 •MINOR SUBDIVISION MAP-"WILLIAM MOLCHAN t VERA MOLCHAN" 1 \Qj 2� gN FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JAN.25,1991 AS FILE NO 9053. vN 1Oiy�t� A � yC 20 �m O = MONUMENT SET ■= MONUMENT FOUND = STAKE SET A= STAKE FOUND A SURVEY FOR 9 Ig 400 Ostrander Avenue,Riverhead,New York 11901 N tel.631.'72'7.2303 fax.631.12'1.0144 JAMES JUL I ANO odmineyoungengineering.com ► LOT 2 MINOR SUBDIVISION - "WILLIAM MOLCHAN 4 VERA MOLCHAN" �e 01m 4 of ` at Mottttuck, Town of Southold F Suffolk County, New York Howard W.Young,Land Surveyor m Thomas G.Wolpert,Professional Engineer o Douglas E.Adams,Professional Engineer BUILDING PERMIT SURVEY Robert G.Tast,Architect 4� County Tax Map District 1000 section 106 Block OI Lot 3.1 o SURVEYOR'S CERTIFICATION �m FIELD SURVEY COMPLETED SEPT. 14,2012 G z j\ MAP PREPARED SEPT. 17,2012 88 Record of Revisions ; V" W. RECORD OF REVISIONS DATE 28 4s4S' � ADDED CERTIFICATION OCT.03.2012 r�m ADDED BUILDING PERMIT DATA OCT. 10,2012 D D H 1.. W. 100 O 50 100 200 G {' ► 4 $9 � Scale: 1° = 100' HOWARD W.YOUNG,N.Y.S.L.S.NO.45693 LAND JOB NO.2012-0116 4 DWG.2O12_01'16_bp_town I OF I g PL0TIED BY,Diana Lopez PLOT DATE: Oct 11, 2012 - 11:56am DWG FILE: R:\2012\2012-0176\dwg\2012-0176-bp-town.dwg o , � E a 4 �_ \ ,5 �g df t0 PROPOSED H O y.. i ySPgp ' P O`er SANITARY SYSTEM VP P N \,%irr 9 d G�� Pte"' dir! , � � � @ P Z5�vtvON PO4'NC vP'`0 P1\0 C110 y o / INSET $g 0. Cp L '5 .n SCALE: 1" = 50' E 90 HEALTH DEPARTMENT USE s 122 SUFFOLK COUNTY DEPA:R l tv3LNT OF HEAL-T H TMVICES LR.N2 � � a!b' .,,H� prPlt 1 I w,' P. :t:ai e `� . :�i' � _ J'� s-.C,.Ic '� /V' f�.. ..� �?✓" �� j F- t. 3 3 t.- r;'; v I R i..G �g Ooe C , ` L IDATEgc Y\Pi'3:1O D CL L.S.�,....a _..-....._......_. - t� � 122.0 Fon U1 AXI IN!U fV1 0 ((2 BEOP'O"'m i 1 EXPiRES THREE YEkRS F ROS ',A WW tE C)F�'• PPRO AL � ,, ' � \'> 2.4 \�1�O`t y' NOTES 21 5610 O AREA = 2.Q834 ACRES v � y \ •MINOR SUBDIVISION MAP- "WILLIAM MOLC4AN It VERA MOLCHAN' my te, � \ FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY �INAI57E DESIGN CRITERIA ON JAN.23,Iggl As FILE NO 9053. 4 GALOULATI ON5 @� \\ «TOTAL BEDROOM= 6 TE5T HOLE V = ARG gyp'•, �N Oq ` \ FROM MINOR SUBDIVISION A = AREA OF TRIBUTARY(S.F) \ R= RAINFALL(FT.) g3\ N � � O� 0.0' G = COEFFICIENT OF RUNOFF DARK BROWN \ L \ O LOAM g c REQUIRED � . 6 O O, \ (OL) ROOF 1369 5F X 2/12 X 1.0 = 228 GF 0.4' zys �s 907 A8 TOTAL = 228 GF \ % �r BROWN 9z j 8'DIA.DRYWELL WITH A CAPACITY OF 42.24 GFNFCi SANDY LOAM 228 GF/42.24 GFNF - 5.4 VF REQUIRED \• ®� �� \ (GL) PROVIDED Q \ '� 90 \ 1.2- U USE(1)-8'DIA.X 6'DEEP ORYWELL - 253 GF S\\ TH O GPZYISH BROWN C R.D. #2 \ MIXED SANDS REQUIRED R=25.00' (5G) 10A' ROOF = 1485 SF X 2/12 X 1.0 = 24-1 Cr- 0� L=341. 52 TOTAL - 24-1 OF t Jo'i L.F.•3 PALE 1LBROWN 2 1 9 8'DIA.DRYNELL WITH A CAPACITY OF 42.24 GFNF 1c�'\ .t \ �a3at2Ot`� "� 162�g32' (ML) SR 12 24"1 GF/42.24 GFNF = 5.8 VF REQUIRED51 PROVIDED t y1 O6t e3a`�0 34' 1p USE(1)-8'DIA.X V DEEP DRYWELL = 253 GF t 9 2O- ,�O` k G01\b\2 06 P 14N BROM .1 REQUIRED \ p\ 51\e3q!�1'j MIXED SANDS t \� (5C) DRIVEWAY = 8,811 SF X 2/12 X 0.4 = 5q2 GF TOTAL = 592 GF 91P• I O N38A' W DIA.DRYNELL WITH A CAPACITY OF 42.24 CF/VF BORWN F ` 5412 GF/42.24 CF/VF = 14.0 VF REQUIRED `�Vt \ COARSE PROVIDED (SP) USE 0)-V DIA.X 5'DEEP DRYWELL = 633 Cr- � 44.0' O= MONUMENT 5ET ■= MONUMENT FOUND = STAKE 5ET = STAKE FOUND a SURVEY FOR p 400 Ostrander Avenue,Riverhead,New York 114101 JAMES .�JL I ANO tel.631.-12"12303 Fax.631.-12'1.0144 A adminoyoungengineering.com w 2 4 ` �( �14 LOT :2 MINOR SU501VISION - "WILLIAM MOLCHAN d VERA MOLCHAN" QJ (jJ �i of Mottituck, Town of Southold Suffolk County, New York $� Howard W.Young,Land Surveyor Thomas G.Wolpert,Professional Engineer Douglas E.Adams,Professional Englneer 56ILDINS PERMIT SURVEY Robert G.Toot,Architect 4 County Tax Map District 1000 Sedan 106 Bio.kOI Lot 5.1 SURVEYOR'S OMTIFIGATION FIELD SURVEY COMPLETED "+^ , SEPT. 14,2012 MAP PREPARED SEPT. 1"1,2012 W^'^ Record of Revisions >e ' ^� {�t�:�.' gam. RECORD OF REVISIONS DATE 28 ADDED GERTIFIGATION OCT.05,2012 Pi ADDED BUILDING PERMIT DATA OCT.10.2012 > &ENEBAL AMENDMENTS DEC. 1-1.2012 $� fr' ADDED BUILDING PERMIT DATA DEC,21,201 > h\ 100 O 50 100 200 9 K Scale: 1" = 100' g� HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 . JOB NO,2012-0116010".2012-0I16�p_sodhs I OF 4 PLOTTED BY:Diana Lopez PLOT DATE: Dec 21, 2012- 3:28pm DWG FILE: R:\2012\2012-0176\dwg\2012_0176-bp-scdha.dwg F> �g N p�p� 29 N O UNEXCAVATED UNEXCAVATED 9 �4 EXISTING MECHANICAL ❑ EXISTING EX15TING ROOM TOILET CL05ET CL05ET L g �d e . IF FX15TING UNEXCAVATED CELLAR y$y� �ss b ZZ X Po� UNEXCAVATED EX15TING WORKROOM CELLAR PLAN 5CALe: 1/6 =i'-a 2� BASEMENT PLAN 400 Ostrander Avenue,Riverhead,New York 11SURVEY FOR JAMES JUL I ANO tel.631.'12'1.2303 Pax.631."12'7.0144144 admineyoungenglneering.com w LOT 2 MINOR SUBDIVISION - "WILLIAM MOLCHAN E VERA MOLCHAN" at Mattltuck, Town of Southold Suffolk County, New York $� Howard W.Young,Land Surveyor Thomas G.Wolpert,Professional Engineer Douglas E.Adams,Professional Englneer BUILDING PERMIT r..+URVEY Robert G.Tact,Architect Govntg Tax Map District 1000 section 106 Block OI Lot 5.1 AF SURVEYOR'S CERTIFICATION FIELD SURVEY COMPLETED SEPT. 14,2012 MAP PREPARED SEPT. 11,2012 Reaord of Revisions RECORD OF REVISIONS DATE ADDED CERTIFICATION OGT_05.2012 ADDED BUILDING PERMIT DATA OCT.10.2012 > 6ENBRALDEC.PI.2012 ( pZ ADDED BUILDING PERMIT DATA DEG.21.'2012 00 + > Scale. N.T.S. 9 HOWARD W.YOUNG, LS.NO. 3 4°}, , ; + DWG O 2_01 biT_scdhe OF 4 �I PLOTTED BY:Diana Lopez PLOT DATE Dec 21, 2012- 3:28pm DWG FILE R:\2012\2012-0176\dwg\2012-0176Jtp-scdho.dwg e OPEN DECK COVERED PORCH a r3� GREAT ROOM 4 DINING NOOK L 9 b FYI DINING KITCHEN 0LL E� i� PANTRY 5TORAGEppa GAME ROOM ® ® U G1> 5D/CO PASSAGE e CLOSET C 5 LAUNDRY FOYER GUE5T ROOM G GUE5T ROOM 5 L0I O U c CO RED PORCH u FIRST FLOOR PLAN 5CALP.: I/&-V-v 8� FIRST FLOOR PLAN SURVEY FOR 400 Ostrander Avenue,Riverhead,New York 11901 tel.651.12'1.2505 fax.651.121.0144 JAMES JULIANO admineyoungenglneering.com •N 4��a LOT 2 MINOR sueDIV1510N - ��WILLIAM MOLGHAN d VERA MOLGHAN" �J at Mattituck, Town of Southold eJ Suffolk County, New York Howard W.Young,Land Surveyor Thomas G.Wolpert,Professional Engineer Douglas E.Adams,Professlonal Engineer BUILDING PERMIT SURVEY Robert G.Toot,Arohltxt 4 County Tax Map District 1000 ssctian 106 Block OI Lot 5.1 SURVEYOR'S CERTIFICATION FIELD SURVEY COMPLETED SEPT. 14,2012 MAP PREPARED SEPT. 11,2012 Record of Revlelom RECORD OF REVISIONS DATE ADDED CERTIFICATION OGT.03.2012 r� ADDED BUILDING PERMIT DATA OGT.10.2012 GENERAL AMEND TS DEG, 11.2012 j a rADDED�ILDINCP PERMIT DATAPERMIT DATA Dec.21.2012 i 'r►'V'�rIL-�. �,^,'N, ,. -0196 0 HOWARD W.YOUNG,N. .L.S.NO.45893 .TOB NO.2012 DWG.2012_01-16-jcdhs OF 4 PLOTTED BY:Diana Lopez PLOT DATE: Dec 21, 2012 - 3:28pm DWG nLE: R:\2012\2012-0176\dwg\2012-0176-bp-scdhe.dwg ri �55 a� �A �g LOW ROOT ' DECK g� tt 8g ROOF BEDROOM 4 BEDROOM 3 BEDROOM 2 BEDROOM 1 Q i� CLO5ET CLOSET CLOSET 6 r� LOFT OPEN TO BELOW LAUNDRY HALLWAY �> I s O OPEN TO C CL05ET U BATH BELOW MASTER BATH T� ROOF ROOF 5ECOND FLOOR PLAN a 5CALE: I/8'-1'- - SECOND FLOOR PLAN <Q r Y' It Q� 400 Ostrander Avenue,Riverhead,New York 114101 S AVEY FOR tel.631.1212303 fax.631.721.0144 JAMES JULIANO adminmyoungenginsering.com R� 4��� � �4��� LOT 2 MINOR suBDIV1510N - "WILLIAM MOLGHAN i VERA MOLGHAN" at Mattltuck, Town of Southold Suffolk County, New York $� Howard W.Young,Laid Surveyor � Thomas G.Wolpert,Professional"how Douglas E.Adams,Professional Engineer BUILDING PERMIT 5URVEY Robert C.Toot,Architect P County Tax Map Di-tri-t 1000 SO.Uon 106 hick OI Lot 3.1 � SMVEYOR'S CERTIFICATION -� FIELD SURVEY COMPLETED SEPT. 14,2012 MAP PREPARED 5EPT.11,2012 i Record of Revlalons RECORD OF REVISIONS DATE Q7 �•.° ADDED CA!"FIGATION OGT_09.2012 ADDED BUILDING PERMIT DATA OGT.10.2012 ` ti vt. FL DEG.11.2012 9 i r ADDED EUILDIN6 PERMIT DATA DEG.21DEG.21.201-2 a 5calet HOWARD W.YOUN6,N. L.S.NO. 8 JOB NO.2012-0116 a DWG.2012_0116_scdhs 401F 4 PLOTTED B`r.Diana Lopez PLOT DATE: Dec 21, 2012- 3:29pm DWG FILE: R:\2012\2012_0176\dwg\2012_0176-bp-ocdte.dwg N 0 0,42 �.� v % v N, ot fi or d p > Lot 2 3 �°�►� a O° vel-0A Lt.M 7 /99 A ES DRAINAGE DE516N CRITERIA aN% qA NOT . T �� ZO 4 CALCULATIONS �°O� AREA - 2AD54 AVRES V= ARGI, •MINOR SUBDIVISION MAP- "WILLIAM MOLCHAN 4 VERA MOLGHAN" A = AREA OF TRIBUTARY(S.F) leFILED IN THE OFFICE OF THE CLERK or'WFFOLK COUNTY R = RAINFALL(FT) ON JAN.25,141411 AS FILE NO 41055. L LF#I G = COEFFICIENT OF RUNOFF TOTAL DEDROOM=6 yV•1a • TEST HOLE REQUIRED 9 STONE DRIVEWAY: 1,910 SF X 2/12 X Ob ■ 191 GF FROM MINOR SUBDIVISION PROVIDED 0.0' USE(1)-&DIA.X W DEEP DRYWELL(211 OF) NN DARK BROWN LF#2 s LOAM REQUIRED N O (OL) STONE DRIVEWAY: 1,960 SF X 2/12 X Ob ■ 1416 OF 0,4' PROVIDED 1 g BROWN USE(1)-&DIA.X V DEEP DRYWELL(211 CF) µ{S SANDY LOAM LF#3 (rlu REQUIRED ls' STONE DRIVEWAY: 1,950 5F X 2/12 X Ob ■ 195 OF 9 SR'.YISH PROVIDED Q BROWN USE(1) -6'DIA.X 5'DEEP DRYWELL(211 GF) O MIX=SANDS 9 lscl REQUIRED R=25.00' to.0' STONE DRIVEWAY: 2,010 5F X 2/12 X 0.6 = 201 OF ry 3% L=3x.2'1' PALE BROWN ,nn PROVIDED SILT/IN•,1�'� � (Nq„) U -W DIA.X V DEEP DRYWELL(211 GF) ° O„Y, a 1600q' REQUIRED ��\ 341`2 W g 2���Z, Ae STONE DRIVEWAY: 2,465 5F X 2/12 X Ob - 247 GF O O6 0 '�� GREYISH DROM ROOF: 1,025 5F X 2/12 X I - 171 OF aW 6�Z� MI SANDS PROVIDED 5 o ,�O� (SC) U(1) -B'DIA.X 10'DEEP DRYWELL(422 GF) 1� LF#6 0 REQUIRED ROOF: 2,021 5F X 2/12 X I - 556 GF0 PALE BORRSE WN PROVIDED GOA �� SANDP U(1) -&DIA.X 10'DEEP ORYWELL(422 GF) (SP) Ry El = MONUMENT 5ET = MONUMENT FOUND = STAKE SET .= STAKE FOUND SURVEY FOR 400 Ostrander Avenue,RIvw+ead,New York 114101 ��I A i�ANO^ tel.651.121-2505 fax.651:127.0144 Gldmlrf�yoURgsllglneer111g.Gom L LOT 2 MINOR 5LWIVISION - "WILLIAM MOL-,HAN d VERA MOLCHAN" 4 4 4 at Mattltuck, Town of Southold Suffolk County, New York Howard W.Young,Land Surveyor Thomas C.Wolpert,Profeeelonal Engineer Douglas E.Adams,Professlonal Engineer SITE PLAN Robert 0.Taut,Architect —_ County Tax Map District 1000 sectiw 106 Block OI Loc 3.1 -Y�'T7 __.� -- FIELD S11RveY COMPLETED SOFT. 14,2012 - MAP PREPARED SEPT.2-7,2015 Tl Record of Revlalons tFIA#j� RECORD OF REVISIONS DATE 'd + 1 100 O 50 100 200 Scale: I" ■ 100' NO.2012-01'76 ROBES �� ITEGr QED AR DWs.2012_0176-bp-oteplan OF I PLOTTED BY:RCT PLOT DATE Seo 30. 2013— 11:04am DWG FIE: Q\Documents and Settinoa\Robert Flumina\DesktoD\Vllono\alto\2012__0176_bD—lte Dlon.dna r - N = N �- G "b ii SCO b bP P> A. �S g u 051 �$ _ 0 f vev1- 101 CR N^ % / /� ;.✓^' --'� r O 'fig Z INSET �0 - " \ d 5cALE: I" = $O' i Lot 2t'.0 HEALTH DEPARTMENT USE e N � k' OSS H IDS � �U' (7 P.O.ems` p O $, ul ;: O g P \ �i 2 bt C= Z o oZ� Cr 0 .L \V 1 \ •� CU 'il L > M r i} D 8 1 QQ Tio NO rn 3 m . -. c> p -n CD \ wo 93 �� {oma �b d 0 . S E pr �i i \ .�► 11 (n y m \ N c \ s N O rn g= � � A 5ANITARP MEASUREMENTS °' A B `. \ ; ST 28.5' 20.5' LFI 50.5' 48.5' � 6oOq�l,VA uc�s LF2 69.5' 65' j 1�o3a „W 5� 25232 s� 0100 C) 1 ,:;5 o3g2 NOTES '_ "' ,:'`. e \ \8� LLI AREA = 2.9834 ACRES 1 e� � ��nldN � •� ,�N�V � MINOR SUBDIVISION MAP-"WILLIAM MOLCHAN 4 VERA MOLCHAN" j �0 W FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY 1j� ON JAN.23,1991 AS FILE NO 9053. �V1 o U- C/3 0 O = MONUMENT SET ■= MONUMENT FOUND Q= STAKE SET = STAKE FOUND �5 c,z SURVEY FOR g 400 Ostrander Avenue,Riverhead,New York 11901 „o tel.631.121.2303 fax.631.121.0144 JAMES JUL I ANO adminmyoungengineering.com 4�t LOT 2 MINOR SUBDIVISION - "WILLIAM MOLCHAN 9 VERA MOLCHAN" 4s " s{1 (� at Mattituck, Town of Southold Suffolk County, New York Howard W.Young,Land Surveyor pm Thomas C.Wolpert,Professional Engineer 1 6 Douglas E. Adams,Professional Engineer HEALTH DEPARTMENT FINAL SURVEY Robert G.Toot,Architect County Tax Map District 1000 section 106 Block OI Lot 5.1 4 "�`•�— FIELD SURVEY COMPLETED SEPT. 14,2012 g SURVEYOR'S CERTIFICATION MAP PREPARED SEPT. 1-7,2012 mm Record of Revisions s RECORD OF REVISIONS DATE •WE HEREBY CERTIFY TO JAMES JULI ADDED CERTIFICATION OCT.03.20128 WAS PREPARED IN ACCORDANCEWITH I ADDED BUILDING PERMIT DATA OCT.10.2012 g o FOR LAND SURVEYS ADOPTED BY THE F' '�`MEMENTS� 2012 ^m ASSOCIATION OF PROFESSIONAL LAND Y ADDED BUILDING PERMIT DATA DEC.21.2012 �> ADDED BUILDING PERMIT DATA JAN,22.2013 ADDED 2'CONTOURS APR.01.2013 a AMENDED BUILDING PERMIT DATA OCT. II.2013 i o "}aC AMENDED SUILD &PERMIT DATA NOP.04.2013 > j HEALTH_ DEPARTPARTMENT FINAL SURVEY APR, 17.2014 g'^ 100 0 50 100 200 0 4 Scale: I" = 100' 0� HOW .S ARD W.YOUNG,N.Y.S.L .NO.45893 JOB NO.2014-0061 LAVA DWG.2012_0116�014_oob"f_fs I OF I �g PLOTTED BY:Diana Lopez PLOP DATE: Apr 21, 2014- 1:32pm DWG FILE: R:\2012\2012_0176\dwg\2012-0176_2014_0067_fs.dwg 1185O 6 +I .55 SITE DESCRIPTION N / + �' �9 GON5TRUGTION ACTIVITIES WILL INCLUDE CLEARING AND GRADING OF A PORTION OF O II9A4 THE SITE,BUILDING RENOVATIONS,DRIVEWAY CONSTRUCTION AND LANDSCAPING AND RETENTION SYSTEM TO RE HARGEIMPROVEMENTS,AS NELL AS THE LRUNOFF LATION OF A STORM DRAINAGE COLLECTION 10 \lb - Of p��9 120.14 GENERAL POLLUTION CONTROL ME,45URES WOVEN WIRE FENCE (HAY �j + BALES MAY BE � + 0.1a STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL MEASURES INCLUDIN6,BUT NOT SUBSTITUTED) LIMITED TO,THE FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION: I.EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED TO THE FULLEST EXTENT POSSIBLE. WFILTER CLOTH (HAY BALES MAY BE WIC1 J r •/� UTILIZED IN IUEUE OF OVEN RE MESH) _ 1250 v 2.GLEARIN6,AND GRADING SHALL BE SCHEDULED 50 AS TO MINIMIZE THE EXTENT OF EXPOSED AREAS - O AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED.GRADED AND STRIPPED. AREAS SHALL BE KEPT Q 122.5 Y STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL BE IN N o ACCORDANCE WITH 501L CONSERVATION SERVICE RECOMMENDATIONS. IN AREAS WHERE SOIL UNDISTURBED DISTURBED �1 DISTURBANCE HAS TEMPORARILY OR PERMANENTLY CEASED,TEMPORARY AND/OR PERMANENT SOIL AREA FLOW AREA �/ y STABILIZATION MEASURES SHALL BE INSTALLED AND/OR IMPLEMENTED WITHIN SEVEN DAYS. Nl IIT.15� 118.56+ 3. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE RUNOFF VELOCITIES.RUNOFF 5HALL BE DIVERTED ANLAY FROM CLEARED SLOPES. z 4.SEDIMENT SHALL BE TRAPPED ON THE 51TE AND NOT PERMITTED TO ENTER ADJACENT PROPERTIES sEcrloN +12o.a�-� y\� �N9 OR PUBLIC ROADS OR DRAINAGE SYSTEMS.SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE - j, / ,�0 !,� 0 ¢ DOWN-GRADIENT LIMITS OF DISTURBANCE PRIOR TO THE START OF CONSTRUCTION AND SHALL BE WOVEN WIRE FENCE (HAY 122.02 W MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. BALES MAY BE / 5.ALL RUNOFF SHALL BE ATTEMPTED TO BE RETAINED ON-SITE IN ACCORDANCE WITH LOCAL SUBSTITUTED) �_,. ��5� r�N(�� ��@ 1 2.4 8+`8\G� REGULATIONS AND APPROVALS.DRAINAGE INLETS INSTALLED ON-51TE SHALL BE PROTECTED FROM -Is - S �- SEDIMENT BUILDUP THROUGH THE USE OF APPROPRIATE INLET PROTECTION. 8.00 6.THE FOLLOWING MEANS SHALL BE USED TO CONTROL DUST DURING CONSTRUCTION: A.WATER-DOWN /� I k12 \� ACCESS WAY5,5TOCKPILE5,AND MATERIAL PRIOR TO LOADING, IF NEEDED;B.LIMIT ON-SITE VEHICULAR SPEEDS TO 5 MPH;G.PROPERLY COVER TRUCKS CARTING LOOSE MATERIAL AND IIB. CONSTRUCTION DEBRIS. FILTER CLOTH ` 7.SEDIMENT BARRIERS AND OTHER£BOSTON CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED.FOLLOWING PERMANENT STABILIZATION, ",.' '.',,;;,,:.;".:;`:;'.1;: ".. \pl 2• 1 f� n \�L �� O PAVED AREAS SHALL BE GLEANED OF 501L AND DEBRIS AND DRAINAGE SYSTEMS SHALL BE GLEANED 11 1 O O y v� GI AND FLUSHED AS NECESSARY. - p¢p \ .4q 8.PROPER MAINTENANCE AFTER ER05ION CONTROL MFA5URE515 TO BE MED AS INDICATED BY P£ INSPECTION OD G AND TER HEAVY OR PROLONGED STORMS.MAINTENANCE INCLUDE,BUT ARE NOT LIMITED TO,GLEANING OF REGHAR6E STRUCTURES,SEDIMENT TRNPSA AND pPp� \ O DRYWELL5,GLEANING AND REPAIR OF SEDIMENT BARRIERS,REPAIR OF BERMS AND RUNOFF y A +1 3. DIVERTERS,AND GLEANING AND REPAIR OF INLET PROTECTION DEVICES. P¢ 9.DURING CONSTRUCTION,THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL REGULATIONS ELEVATION ¢\ N�'� 2 Q�pP c>fG¢ CONCERNING THE DISPOSAL OF SOLID WASTE AND DEBRIS AND TOXIC AND HAZARDOUS WASTE,AS = Z + WELL AS SANITARY SEWER AND SEPTIC SYSTEM REGULATIONS. 10.THERE ARE NO PHASES ASSOCIATED WITH CONSTRUCTION ACTIVITIES. SILT FENCE to Q 11.CONSTRUCTION EQUIPMENT AND MATERIALS MAY BE TEMPORARILY STORED ON THE PROJECT SITE. NTS THI5 EQUIPMENT AND MATERIAL MAY INCLUDE MACHINERY FOR CONSTRUCTION ACTIVITIES,STOCKPILED SOILS,GRANULAR FILL AND THE TEMPORARY STORAGE OF BUILDING MATERIALS AS NECESSARY. L os.br, i OTHER MATERIALS MAY INCLUDE CONCRETE,CURING COMPOUNDS,DIESEL FUEL,FERTILIZER,GASOLINE, ADHESIVES,HYDRAULIC OILS OR FLUIDS AND KEROSENE. UNLESS OTHERWISE DIRECTED BY THE OWNER,THE CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING THE 2"X4" WOOD FRAME NECESSARY RECORDS OF CONSTRUCTION ACTIVITIES,PREPARATION OF INSPECTION REPORTS,AND REPORTING RELEASE OF POLLUTANTS TO THE PROPER AUTHORITIES AS NFCE55ARY TO COMPLY WITH FILTER FABRIC v REGULATIONS.THE CONTRACTOR SHALL REPORT ANY REQUIRED MODIFICATIONS TO THE SWPPP G CONSTRUCTION NOTES ' NECESSITATED BY FIELD CONDITIONS OR CONSTRUCTION ACTIVITIES TO THE ENGINEER FOR REVISION + O OF THE:SWPPP WHERE APPROPRIATE. ANY INSPECTION SHALL BE PERFORMED BY A QUALIFIED / / v PROFESSIONAL AT THE OWNERS EXPENSE. I.FILTER FABRIC SHALL HAVE AN E05 OF 40-85.BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. DRAINAGE DESIGN CRITERIA TEST HOLE 2. GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF �WI �� '­03 JOINTS ARE NEEDED THEY LL BE OVERLAPPED TO THE NEXT .� G�4LGULr4TIONS FROM MINOR SUBDIVISION 3T STAKE MATERIALS WILL BE STANDARD 2"x4" WOOD OR3 V = ARG EQUIVALENT.METAL WITH A MINIMUM LENGTH OF 3 FEET. A - AREA OF TRIBUTARY(5.F.) 0.0' 00000 00 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE R = RAINFALL(FT) A MINIMUM IH INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE � n �` \ �j G = COEFFICIENT OF RUNOFF DARK BROWN 00000000 BRIDGESPANSWITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC ¢\�'\�� `� 44.1 L(OL)OAM o000000o FOR SUPPORT. 5.FABRIC SHALL 3E EMBEDDEID I FOOT MINIMUM BELOW GROUND LF#I 0.4' 00000000 AND BACKFILLED.IT SHALL BE:SECURELY FASTENED TO THE STAKES Q O REQUIRED AND FRAME. / STONE DRIVEWAY: 1,910 SF X 2/12 X 0.6 = 1400000000 1 OF BROWN 6.A 2'x4"WOOD FRAME 5HALL BE COMPLETED AROUND THE CREST. NGS \1 PROVIDED SANDY 0 0 0 0 0 0 0 0 -7. RI A QUALINLET INSF'IETION MAY BE 5UB5TITUTED IF + 2 USE(I) -8'DIA.X 5'DEEP DRYWLPRO ELL(211 CF) LF#2 12 0000OU0011 REQUIRED $6BROIAIN = block a0.3 SSTTOONE DERIVEWAY. 1,960 5F X 2/12 X 0.6 - 196 GF MIXED SANDS ' HAY_I NLET11TH USE(1)-8'DIA.X 6 DEEP DRYWELL(211 GF) LF#3 PALE BROWN REQUIRED / v SILT STONE DRIVEWAY: 1,950 SF X 2/12 X Ob = 195 GF (ML) PROVIDED 34' 2"X4" WOOD STAKES \ c* P�� USE(1)-8'DIA.X V DEEP DRYWEL.L(211 GF) p LF#4 GREYISH PLAN2 ¢�� �� BROWN ! f REQUIRED MIXED SANDS y` 854 ¢\V STONE DRIVEWAY: 2,010 5F X 2/12 X Ob = 201 GF (SG) 122. 9 USE(1) 8 DIA.X 5'DIED DRYWELL(211 GF) 38.01 FILTER FABRIC 2"x4" WOOD FRAME ¢ ,` 284 \ O\\ REQ � COARSE P 50"N STONE DRIVEWAY/GRASS: 3,875 5F X 2/12 X 0,4 = 256 GF SAND .� p Oy" \ ✓ \ ^ O 2 (SP) X "x4" WLo OOSTAKES PROVIDED USE(1)-V DIA.X 7'DEEP DRYWELL(2q&GF) 44.0' < LF#(2 GRADE OC STONE DRIVEWAY/GRASS: 4,557 SFX 2/12 X 0.4 = 324 OF PROVIDED USE(1) -8'DIA.X 8'DEEP DRY (338 CF) 2VV ROOF DRAINS v REQUIRED --- L 40 �% 1 ROOF: 2,601 SF X 2/12 X 1.0 = 434 GFv'i 50 O 25 50 100 150 1 PROVIDED USE(4)-V DIA.X 4'DEEP DRYWELL(676 GF) Scale: I" 50' 2 ;I,- FILTER FABRIC- BURIED A�BRIG = eo.e .,�.al BURIED 12"' MIN. O NOTES DRAINAGE \ / BASE MAP FROM SURVEY FOR JAMES JULIANO,LOT 2 MINOR SUBDIVISION "WILLIAM MOLCHAN 4 INLET / VERNA MOLGHAN",LAST DATED JANUARY 22,2015. SECTION 2.AREA = 2.9834 ACRES INLET PROTECTION 3.DATUM: N6VD Ig88 NTS d.b. c.b. Record of Revisions dea dea No. Date Remarks Residential 5WPPP Drawing Prepared: March 12, 2013 Project: 2013_0003 f, James Ju I f a n o Dr wing: 2013_0003_SNppp �r �. A' lens, ?e, ; . at Mattituck, Town of Southold CONSULT I (NG ENGINEER I, a' s 1 Suffolk County, New York 1 1 Storm Water Management Control Plan D.Adams,pe,p11c - PO Box 14,5etauket,New York 1 1 733 - G31.774.3521 - da-ce.com Douglas80897 - - ----mw•-o .- - --r SGTM District 1000 SectionlOb BlockOl Lot 3.1 ROBERT C. TAST, A.I.A. - ARCHITECT 620 OSTRANDER AVENUE, RIVERHEAD, NY 11901 631-599-8106 751-211 24'-1 1 " 1 3'-72" 40 REMOVE EXIST. C A-8 PLATFORM STEPS A-8 12" O CONCRETE FOUNDATION X MIN. 3'-0" BELOW GRADE (FLAIR EXISTING FOUNDATION WALL- BOTTOM) - TYPICAL VERIFY DEPTH *- SIZE IN FIELD - MIN. 8" REQUIRED X 3'-0" BELOW HOLD HOLD DOWN CONTINUOU STEPS DOWN GRADE o i o _ i i #5 DOWELS @ 12" O.C. ------- -------- --- ------------ - � i I (2)2X8 (2)2X8 i i 1 la 7. 52.. 7 7 52 SAWCUT EXISTING SLAB INSTALL O LU i i i) ~ Q O EXISTING UNEXCAVATED - CONC. WALL TO CONCRETE FOUNDATION - - I MIN. 36 BELOW GRADE _ N 1 II 23 Do I SLAB ABOVE TO REMAIN cv U J z NEW CRAWL SPACE O Ln � w � w J z i i i Q I CHIMNEY* FLUE Ln U F- i �I � C v EXISTING UNEXCAVATED - Z I i LU x o I CONFIGURATION REMOVE EXIST. CONC. 01 i z N OK APPROXIMATE - VERIFY SLAB TO 18" BELOW NEW \�D _ _ _ 2X 10 LEDGER _ _ _ EX15TING FLUE LOCATIONS JOISTS PROVIDE 2" - aU I RISER = IN FIELD PRIOR TO CONC. SLAB s8 GYP. BD. CONSTRUCTION / EXISTING L FLASH OVER-1- DGER- TYPICAL CEILING OVER UNEXCAVATED NEW BOILER m EXIST. COL. TO #5 DOWELS @ 1 2" O.C. REMAIN B i i REPLACE EXIST. GIR ER WITH (2) 13/4" X 9/2" ML 3' CRAWL SPACE A 7 i i o U EXIST. BOILER- ACCESS I i i w REPLACE AS'' O DIRECTED T) w I i i it 1 � � U cc�� I � Owpl ' LUz —j�I JI U I J I U N O Q EXIST. WALL DOORS TO BE REMOVED =� - UNLESS OTHERWISE DIRECTED BY OWNER \ I \ o +I - @� o o x LF NEW BEARING L v U PARTITIONS _ Ln pp -_ ;I l ABOVE Ln _ REMOVE EXIST. STAIRS _ i I �o �o `�----1 r-- ---, r z— r r i f " LVL i i 13/,4 x 9%' LVL i SOLID3B T_ UNDER POST I _ NEV�' NG 0 o ABOVE NEW COL.G C) m 00 QPROVIDE 2X 10 ± PRESSURE TREATED 3SLEEPERS @ I G" O.C. TO FORM az PLATFORM ABOVE - VERIFY HEIGHT ------ i TI- _ W QD F SLEEPERS AS REQUIRED - MAX. RISER i 9/2 r - _ r-----� �L -- - _ 34 REQUIREMENT IN FIELD $ ADJUST 1(3)13/4" x_i " LV -- (31)I 9/2 LVL 3)13/4" x 9%2-L (013/4" x 9%z' LVLT ------ AVL O - `n - � /4 X, -F �. p: �3)I / x 9/2' i m O r-- i i i �� > +14 a'—� i N E W HEIGHT = 8%4" i i i i P ST J i i POT i Z Z L-- _-J L _ SDICO APV.-- � NEW L J ABN___---JCOL. E N J NE COL. A EW COL ^ I + �` + 6-2 -4-2L" p p i � � NEW COL C I� COL.-D l�� C\jJ 6-4 ± 6 4 ± J c� 6 4 - - 6-9 _ 2 8-42 8 - EXISTING UNEXCAVATEDle v Q) O i ALIGN WITH =� x z O EXISTING UNLESS �_ - _ - O U �/ I ------- m — _ i OTHERWISE SHOWN — ---- F — Q � i x ------- POST N ao - 3'-4" -N NOTE: UNLESS OTHERWISE i m __—___ ABV. 4'-9" EXISTING CELLAR L o i N o N 6T.@9%2' I� Lj v BE M2` EHLSTEEL COLS. WITL NEW COILS. H K� d- � EXISTING CONCRETE O > EXISTING CELLAR i _ --VIEW COL. G -, p FOUNDATION WALL, ,p O - FOOTINGS * FLOOR F - 30" X 30" X 24" CONC. � O J STAIRS TO REMAIN LU 2 ,U, i \_ i i (2)ML �o u 1 FOOTINGS > iL m = I - - SLAB TO REMAIN ' r +I VERIFY STAIR I L_ — J UP I- DIMENSION IN UP O NEW DOOR AS m m FIELD SELECTED BY A OWNER REPLACE EXIST. GIRDER WITH (2) 13/4" X 9'/2' ML A EXIST. EXIST. COL. COL. +I NEW 4" CONC. SLAB ABOVE WITH EXISTING !� O BRICK OR STONE PAVERS AS UNEXCAVATED j �, MAY 17 2013 DIRECTED L: hC' cIJG l�fl. � ' i I REBUILD STEPS AS SHOWN wvv/ STONE VENEER A S D RECTE B A-7 24'-1 1 8_52 8'-52 8 _52 i ALTERATION 4 SECOND FLOOR ADDITION 5 I '-3" 23'-I I" 10, JUL.I ANO RAS I DENCE D c At Mottituak, Town of Southold A 8 A-8 5uf f o l k County, New York CELLAR PLAN SCALE : 1/4" = P-0" CELLAR PLAN County Tax MOP District IOCO Section 106 Black I Lot 3.1 DRAWING PREPARED NOVEMBER 26, 2012 Record of Revisions RECORD OF REVISIONS DATE REBUILD DEG. 12 2012 REPILE JAN. 2:2, 22-0115 CRAWL SPACE MAR(:-,H 2a, 2013 JOl57 REV 10, 2013 COL. FTG. GOORD APRIL 12, 2013 JOIST DEMO MAY q, 2013 SCALE Ami JOB NO. 2012-030 1f ROBERT C. TMST, A.I.A. - ARCHITECT ALTERATIONAND I � . 620 OSTRANDER AVENUE, RIVERHEAD, NY 11901 631-599-8106 JULIANO RESIDENCE PLUMBING ALL PLUMBING WASTE LI 5T Of D RAWI N G5 &WATER LINES NEED TASTING BEFQRE COVERT A-0 TITLE SHEET � NOTES MATTITUCK , TOWN Of 5OUTHOLD , 5Uf fOLK COUNTY NEW Y�'ORK PLUMBER CER TIFICATIO A- I CELLAR PLAN ON LEAD CONTENT BEFO A-2 FIRST FLOOR PLAN CERTIFICATE OF OCCUPAN Y A-3 SECOND FLOOR PLAN A-4 ROOF PLAN SOLDER USED IN WATE A-5 ELEVATIONS I * WINDOW SCHEDULE SUPPLY SYSTEM GAa1�IN0 A-G ELEVATIONS 2 EXCEED 2110 OF I% L.EA D A-7 SECTIONS * DOOR SCHEDULE A-8 SECTIONS * DETAILS ABBREVIATIONS SYMBOLS TABULATIONS A-9 FRAMING DETAILS NOTES E- 1 FIRST FLOOR ELECTRIC AREA OF FROPERTY = 2.9834 ACRES E-2 SECOND FLOOR-Zt�EGTRI,G NO. SECTION MARK: AREA OF EXISTING BUILDING (ONE STORY HOUSE) = 2,314 SF a�„�t l® GENERAL �7 R SHEET EXISTING CO �ERAGE = 1 .7% I . CONTRACTOR 5HALL VERIFY ALL JOB AND FIELD CONDITIONS, AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS TO INSURE THE A/C -AIR CONDITIONER GA. -GAGE K. -RISER EXISTING GROSS FLOOR AREA = 2,3 14 SF ELECTRICALI' q OPER STRENGTH FIT AND LOCATION OF THE WORK. REPORT, IN WRITING, TO THE ARCHITECT AND ENGINEER ANY AND ALL ADJ. -ADJACENT GALV. -GALVANIZED RCNYS -RESIDENTIAL CODE OF NEW YORK STATE a." PR REINF. -REINFORCE EXHAUST FAN (OR MOTOR w CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT, OR PREVENT, THE PROPER EXECUTION AND COMPLETION OF THE FLOOR AREA S BUILDING WITH FIRST FLOOR ADDITION = � ' �� 6 �,GO I SF r AFF. -ABOVE FINISHED FLOOR GL. -GLASS REQ-. -REQUIRED AREA OF NEW SECOND FLOOR = I ,5 1 2 SF + 203 SF LOFT = !,7 15 SF WORK. ALLOW. -ALLOWANCE GI 7. -GLAZING REV. -REVISION PROPOSED GR055 FLOOR AREA = 4,31 G SF CODE ANALY515 = 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE LATEST ALT. -ALTERNATE GYP. -GYPSUM RM. -ROOM FLOOR LINE PROPOSED CItRAGE 2% APPROX. -APPROXIMATE GYP BD. -GYPSUM BOARD RR -ROOF RAFTERS ALUM -ALUMINUM OCCUPANCY: EDITION AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. A5 IF THEY WERE CALLED FOR, OR SHOWN, ON THE DRAWINGS ® Residential R3 . 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO A/P -AS PER H SDSMOKE DETECTOR THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE HDR. -HEADER S REFERENCE STANDARDS: ✓� �g I; y: _ �7 �-- ARE NOT SPECIFICALLY REQUIRED BY CODE. HM. -HOLLOW METAL ® ��T - MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEYCO CARBON MONOXIDE DETECTOR Residential Code of New York State HD -HOLD-DOWN STRAPPING SAN. -SANITARY Wood Frame Construction Manua.. PA� .,y4:' ... ��- J�.. 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ARRANGE FOR ALL INSPECTIONS AS REQUIRED BY APPROPRIATE BATT. -BATTEN HB HOSE BIBB (NON-FREEZE) 5CHED. -SCHEDULE � .F A" BUILDING DEPARTMENTS; HEALTH DEPARTMENTS, ETC. CERTIFICATE OF OCCUPANCY AND UNDERWRITERS CERTIFICATE SHALL BE BLDG. -BUILDING SD. -SMOKE DETECTOR WINDOW NOTE Climate Zone: 4 ; °'" HVAC. AIR CONDITIONING N�T' Y ���` OBTAINED BY CONTRACTOR AND DELIVERED TO OWNER PRIOR TO FINAL PAYMENT INCLUDING A FINAL SURVEY. B.O.S. -BOTTOM OF STEEL SF. -SQUARE FOOT (FEET) Degree DavS: 5750 � ,_LO© i AIR CONDITIONING � � � :, CONCRETE F®LLO�I�5 5. DO NOT SCALE THE DRAWINGS, ANY DISCREPANCIES SHALL BE REPORTED, IN WRITING TO THE ARCHITECT FOR CLARIFICATION. 5Q. -SPRINKLER - - - I SQ. -SQUARE - - ALL NEW WINDOWS AND GLASS DOORS SHALL MEET THE DESIGN LOADS: G SQ IN. -SQUARE INCH (� -� �_� EARTH REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E Attics: 20 p5f FOR PQIU ?LL't G. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES. ALL SLOTS, CJ -CEILING JOISTS INFO. -INFORMATION - SLEEVES AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE. INSUL. -INSULATION 5L. -SLIDING (DOOR) 1996 AND OR ASTM E 1886 OR : Rooms other than 51ee m Room: i��;w'. CT -COLLAR p g � ��� Sleeping Rooms: 30 p5f CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT, BRACING, SHORING, ETC., (TEMPORARY AND/OR PERMANENT} A5 CANT. -CANTILEVER INT. -INTERIOR INSULATION THE CONTRACTOR SHALL PROVIDE PRE-CUT 1/2" PLYWOOD Stairs: 40 p5f 1.. INSULATION 7. CONTRA T REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. CL. -CLOSET T -TREAD CLC. -CEILING L, PANELS TO COVER THE GLAZED OPENINGS * SHALL PRE Handral!s: 200# A. FINAL-'��N�T�>J'C7101! c, ._Lr_t, I TSG. -TONGUE AND GROOVE DRILL EDGES AT 12" OC TO ACCEPT 2-1/2" #8 WOOD Roof: 20 p5f ground snow load M��T'�t��iNI(�LETE FGA:C 0. 8. SUBMIT SAMPLES AND CATALOG CUTS OF ALL MANUFACTURED ITEMS AND FINISH MATERIAL TO OWNER FOR APPROVAL PRIOR TO ORDERING. CLK. -CLEAR LAM. -LAMINATE POROUS GRAVEL FILL SCREWS AND PROVIDE ADEQUATE NUMBER OF SCREWS Basic Wind Speed: 120 mph /II=I_C®N9TRUCTI'tiN TOS. -TOP OF STEELTHeCODE8 9, PROVIDE FIRE, SMOKE AND CARBON MONOXIDE DETECTION SYSTEM A5 PER LOCAL CODES AND NEW YORK STATE BUILDING C.O. -CLEAN OUT LAV. -LAVATORY FOR FASTENING. Uplift: 18. I# YO`RKST TEN 0� V NVDLE��` TOW. -TOP OF WALL COL. -COLUMN RIGID INSULATION Dead Loads: 10 p5f �'��YC�fi�,�. NOT RE�ION�4���I'O CODE AND INSTALLATION. LTG. -LIGHTING TYP. -TYPICAL CONC. -CONCRETE LD'K -LEADER (ALUM. U.O.N.) T.O. -TRIMMED OPENING ® al@N®��@N� ��fiMONIr� �I� DEFLECTION LIMITS: PT C -COORDINATE M TEL. -TELEPHONE E= Rafters WOOD Rafters with no finished ceiling attached ETAIINC$TORM WATER RUNOFF CTT.. . -CARPET FOUNDATIONS * CONCRETE C -CERAMIC TILE MAX. -MAXIMUM U 1 . REMOVE TOPSOIL AND OTHER SURFACE MATERIALS IN PREPARATION FOR PLACING CONCRETE. INTERIOR SLABS ON GRADE SHALL BE D MFR. -MANUFACTURER UL. -UNDERWRITERS LABORATORIES Floors: L/ PURSUANT TO CHAPTER 236 OF I HE I OWN CODE. PLACED ON COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL, A G MIL THICK POLYETHYLENE VAPOR BARRIER SHEET SHALL BE LAID DBL. -DOUBLE MISC. -MISCELLANEOUS U.O.N. -UNLESS OTHERWISE NOTED WALL 5TYLE5 5Af I-`I' GLASS REC U I REM ENTS ENERGY NOTE5 UNDER SLAB. SLAB SHALL BE STEEL TROWELED. SLABS SHALL BE REINFORCED WITH G X G 10/10 W.W.F UNLE55 NOTED. DIA. -DIAMETER MOD. -MODIFY V 2. CONTRACTOR MAY BACK FILL, AGAINST GRADE BEAM FOUNDATION WALLS, ONLY AFTER SEVEN (7) DAYS OF CONCRETE CURE TIME DIST. -DISTANCE MTL. -METAL DN -DOWN VCT. -VINYL COMPOSITION TILE SAFETY GLASS SHALL BE PROVIDED AT THE FOLLOWING AVOID DAMAGE TO THE WALLS. VIF -VERIFY IN FIELD EXISTING TO BE REMOVED LOCATIONS: USING PROPER CONSTRUCTION METHODS, AND EQUIPMENT, TO DW, -DISHWASHER N CALCULATIONS ARE VALID UP TO 5750 DEGREE DAYS. 3. SOIL BEARING VALUE ASSUMED AT I TOM/5F - ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OF AT LEAST THAT-VALUE - VERIFY IN FIELD. DWG. -DRAWING NA. -NOT APPLICABLE ANY GLAZING IN ANY DOOR TYPE 4. ALL CONCRETE SHALL BE STONE CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRE551VE STRENGTH AT 28 DAYS OF 3000P51 NIC. -NOT IN CONTRACT W '- NEW WOOD STUD WALL 5 OTHERWISE NOTED. CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED. NTS. -NOT TO SCALE W/ -WITH GLAZING IN ANY WALLS ENCLOSING A SHOWER, TUB, CERTIFIED CONFORMANCE FOR ZONE 4 UNLES EA. -EACH W/O -WITHOUT SAUNA OF. STEAM ROOM. WOOD FRAMED FLOORS, WALLS AND CEILINGS SHALL 5. ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS, CONFORMING TO ASTM AG ) 5-G0; REINFORCEMENT SHALL EP. -ELECTRICAL PANEL O WWF. -WELDED WIRE FABRIC LOAD ARINJG ' ''" 2X6 STUD WALL ANY WINDOWS WITHIN 24" OF A DOOR, HAVE AN APPROVED VAPOR BARRIER (PERMEANCE CONFORM TO ASTM A1,55 AND A82. EQ. -EQUAL RATING OF 1 .0 PERM) INSTALLED ON THE "WARM IN EQUIP. -EQUIPMENT OC. -ON CENTER GLAZING ADJACENT TO STAIR OR WITHIN !8 OF OPNG. -OPENING HANDRAIL WINTER" SIDE OF THERMAL INSULATION. G. DETAILS AND GENERAL PROVISIONS, FOR CONCRETE CONSTRUCTION, SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ACI EXIST. -EXISTING OFF. -OPPOSITE BUILDINGS CODE, ACI 3 18, AND MANUAL ACI 3 15. EXT. -EXTERIOR LOAD BEARIMIG ANY INDIVIDUAL PANE OF GLASS WITH AN AREA GREATER WINDOWS AND SLIDING DOORS SHALL HAVE R MAX. AIR, P 2X4 STUD W/ALL THAN 9.0 5Q. FT. WHERE THE BOTTOM IS LE55 THAN INFILTRATION RATING OF 0.3 CFM PER SQUARE FOOT 18" ABOVF_ THE ADJACENT FINISH FLOOR WITHIN 30" OF OF WINDOW AREA. SWINGING DOORS SHALL HAVE A CARPENTRY FAT. -FRESH AIR I N LET(]NTAKE) PRE -PANEL ! . ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES, ANCHORS AND BEARING PLATES, UNLESS OTHERWISE NOTED. PREFAB. -PREFABRICATE _ NEW CONCRETE THE WINDOW. MAX. AIR !NFILTRATJON RATE OF 0.5 CFM PER SQUARE FD. -FLOOR DRAIN �, F FOOT OF DOOR AREA. FF. -FINISH FLOOR PRELIM. -PRELIMINARY GLAZING IN WALLS OF SPAS, HOT TUBS WITHIN ..�-O O, 2. ALL STRUCTURAL FRAMING LUMBER SHALL BE 42 OR BETTER DOUG-FIR, FB= 1 ,200 P.S.I. AND E = 1 ,600,000 P.S.I. UNLESS OTHERWISE FIN. -FINISH PRESS. -PRESSURE THE WATER.. SKYLIGHT SHAFTS SHALL HAVE A MINIMUM INSULATION INDICATED, WITH SPF UTILITY SHOES AND PLATES, STUD GRADE FPF: ALL LINTELS SHALL BE DOUG-FIR WITH FB = 1450 P.S.I.. PROP. -PROPERTY EXIST. WALL 'TO REMAIN FLG. -FLOORING PT. -PAINT PROVIDE ALTTERNATE TO VALUE OF P`-19. 3. ALL ROOF PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE, WITH EXTERIOR GLUE, SHALL MEET THE REQUIREMENTS OF THE FLK. -FLOOR POCK -POCKET (DOOR) REMOVE ALL, FIRST FLOOR GARAGES MAX. FRONT, SIDES, DOORS, INTERIOR SHALL LATEST EDITION OF THE U.S. PRODUCTS STANDARD P5-1 , AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF FLUOR. -FLUORESCENT INTERIOR* ffXTEKIOR WALLS HAVE . U=.40 FP. -FIRE PROTECTION THE CONTRACTOR SHALL SUMMIT THE DESIGN, SIZE AND THE AMERICAN PLYWOOD ASSOCIATION. FK. -FIRE RATING CLIMATIC * GEOGRAPHIC L E51 G N CRITERIA 4. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY, OR CONCRETE, MUST BE PRESERVATIVE TREATED, WITH OIL-BORNE FPSC -FIRE PROOF SELF-CLOSING Q TYPE OF MECHANICAL SYSTEMS WHICH WILL BE USED, IN CHEMICALS OR CREOSOTE, TO DEFINITE RETENTIONS AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS C-) AND C-2. QT. -QUARRY TILE SUFFICIENT DETAIL, AS REQUIRED BY THE BUILDING BEARING PLATES, AND MOISTURE BARRIER, SHALL BE PROVIDED BETWEEN WOOD MEMBERS AND WALL. GROUND WIND SEISMIC SUBJECT TO DAMAGE BY WINTER UDsrnEND DESIGN UNDERLAY- FLOOD DEPARTMENT. SNOW (SPEED IN DESIGN WEATHER- FROST LINE MENr HAZARDS 5. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE AND WITH THE NATIONAL LOAD MPH) CATEGORY ING DEPTH TERMITE DECAY TEMP. REQUIRED ALL THERMOSTATS SHALL BE ADJUSTIBLE FROM 55 DE51GN 5PECIFICATION5 FOR STRESS GRADED LUMBER AND ITS FASTENINGS. LUMBER SHALL BE FURNISHED AND INSTALLED, COMPLETE N/A PER MOD. TO SLIGHT To YES DEGREES TO 85 DEGREES FARENHEIT. WITH ALL FASTENINGS, ANCHORS, BLOCKING, BRIDGING, SADDLES, HANGERS, ETC. REQUIRED TO COMPLETE THE JOB, ALL STEEL BOLTS 20 PSP 120 K 301.2.2 SEVERE HEAVY MODERATE I I° ALL DUCTS AND PIPES SHALL BE INSULATED AS REQUIRED CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES. JOIST HANGERS AND BY CODE. RIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLED IN ACCORDANCE WITH NEW SANITARY RISER DIAGRAM NOT TO SCALE PRESCIRI PTI VE DESIGN LI M ITATI ON5: CONNECTORS, STEEL B YORK STATE BUILDING CODE REQUIREMENTS. WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED THEY SHALL HVAC CONTRACTOR SHALL VERIFY HEAT L055 ATTRZIBUTE LIMITATION REFERENCE FIGURES PROPOSED CALCULATIONS. FURNI5HED IN ADEQUATE NUMBER AND SIZE. G. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONCORDANCE WITH GOOD TRADE PRACTICE, RECOMMENDATIONS OF NUMBER of:STORIES SECTION ALL BASEMENT DOORS SHALL BE INSULATED. MANUFACTUREKS AND IN CONFORM WITH THE NEW YORK STATE BUILDING CODE, AND THESE SPECIFICATIONS: 3 1.1.3.1a 2 VTR 4R 4.' FLOOR SYSTEMS „ur A. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS ABOVE. LUMBER JOIST SPAN 2G' 3.1.3.2a LACE BRACE PLUMB AND LEVEL ALL MEMBERS AND ROOF ROOF J015T5 JOIST SPACING 24" 3.1.3.2b IG" THE ARCHITECT CERTIFIES THAT TO THE ES ` F hii5"` B. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER P KNOWLEDGE, BELIEF, AND PROFESS ONL JUDGEMENT SECURE WITH SUFFICIENT NAILS, SPIKES AND BOLTS TO INSURE RIGIDITY. CANTILEVERS SUPPORTING LOADBEARING WALLS ORSHEARWALLS d(de th)' 3.1.3.2c 2.la N/A 2 2" 1„ SETBACKS-LOADBEARING WALLS OIRSHEARWALLS d 3.1.3.2d 2.1 d N/A THAT THE PLANS ARE IN COMPLIA C W!' H 1,,HE ENtKGY C. NAIL LAPPED JOISTS OVER ANY BEARING TOGETHER WITH TWO IOD NAILS, SECURE BUTTED JOISTS WITH I INCH WIDE BY 18 INCH r CONSERVATION CONSTRUCTION DE NL�W YbfK- ' FLOOR VERTICAL FLOOR OFFSET d 3.!.3.2E 2 N/A lr 2" 2 METAL STRAPS AND TWO 8D NAILS TO EACH JOIST. 1I 1I DIAPHRAGMS FLOOR DIAPHRAGM ASPECT RATIO3.1.3.2f TABLE 3.1 GB I.5:1 STATE. FLOOR DIAPHRAGM OPENINGS 9 ` D. PROVIDE SOLID SURFACES AT LEAST I-1/4 INCHES WIDE, IN BOTH DIRECTIONS, AT ALL CORNERS FOR SECURING DRYWALL, I I LESS OF 1 2'MESO% 3.1.3.2 1.4 :4 .' 4 1' OR WITH 2-INCH WOOD BLOCKING SECURED AT LEAST TWO 8D NAILS AT OF BLDG. DIMENSION ETC,. FORM SURFACES WITH FRAMING MEMBERS, I I " NOTE:PROVIDE EACb.qt [TL JOISTS, OVER 4 FEET LONG, AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS, OR HANGERS, AND SPIKED I UNDER PI5 DRAIN WALL SYSTEMS UNDER WASHER I ,4LT�RATION 4 55G Nle FLOOR ADDITION SECURELY UNLE55 SUPPORTED ON A WALL OR GIRDER. ^NS" TYPICAL 9'-Q" 91 SECOND FLOOR NON-BEARING WALL HEIGHT - I O' 3.1.3.3a - EAPING F. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH NEW YORK STATE CODE - - - SECOND FLOOR NON STD SPACING WALL HEIGHT 24 3.1.3.3a IG" D 311 }- 3 L - WALL STUDS WALL STUD SPACING 24"O.G. 3.I.3.3b - I G" JUL 1�N® ��i j,/�NG� AND A5 NOTED HEREIN. 12' I'�' I IZ IW -- SHEARWALL LINE OFFSET 4' 3.1.3.3c 1.5,3. b N/A ot 1tuG�K, Tawn Of SOUS O Gdi (1) PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER. I 4" sHEARwALLs 5HEARWALLSTORY EGMENT AS d 3.I.3.3e 1.G N/A - 12„ SHEARWALL SEGMENTS ASPECT RATIO TABLE 3.17D 3.I.3.3E I.7 I:5.7 SUf f O I k County, Na W Y"al^k (2) FRAMING TO SUIT WORK OF OTHER TRADES. 4" I 2 12 ROOF SYSTEMS NOTE:PROVIDE I�� I�� _ (3) PROVIDE SOLID BEARING FOR FULL WIDTH OF TKU55E5, RAFTERS, GIRDERS, ETC.. CUR54 DRAIN -FI 1 LUMBER RAFTER SPAN(HORIZONTAL 2G' 3.1.3.4a 19' TITLE H EE N E UNDER WASHER 4 RAFTER SPACING RAFTERS 24"O.G. 3.I.3.4b 6" G. ROOF SHEATHING, SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS; LOCATE END JOINTS OVER SUPPORTS; -TYPICAL RAFTER OVERHANG LENGTH @ EAVE - LESS OF 2'OR RAFTER 3.1.3.4c 2.1- P-4" - L- SPAN/3 STAGGER JOINTS. I DW I RAKE OVERHANG IfNGTH LESS OF 2'ORPERLIN 3.1.3.4c 2-19 9" County Tax Map District IQQQ Section IQtj Block I Lot 7. WHERE RAFTERS AND JOISTS FRAME, INTO OTHER WOOD BEAMS, PROVIDE SIMPSON, 18 GAGE GALVANIZED STEEL J015T HANGER. FIRST FLOOR wASH I 2 SPAN l2 FIRST FLOOR FLAT- 12:12 3.1.3.4d 5:!2 _ - ROOF SLOPE 2:12 DRAWING PREPARED NOVEMBER 26, 2012 8. PROVIDE FIRE STOPPING A5 PER NEW YORK STATE BUILDING CODE REQUIREMENTS. I ,�, 1�' 3" 4.. I 3, Iz' Iz' ROOF 4"FAI I g 4" DIAPHRAGMS ROOF DIAPHRAGM ASPECT RATIO TABLE 3.I GA 3.I.3.4E 1.5:; 9, INSULATION IN ALL ROOFS SHALL BE FIBERGLASS TYPE, AND THICKNESS AS SHOWN ON DRAWINGS. INSULATION Record o' Revisions SHALL BE PROVIDED AT ALL UNHEATED TO HEATED SPACES. ALL THERMAL INSULATION SHALL HAVE A FOIL VAPOR Iz'_ 2" NOTE: PLUMBING , FxcEPrloNs: RECORD OF REVISIONS DATE BARRIER SURFACE EXPOSED TO HEATED SURFACES. EXIST.ro FIXTURES TRIM SHALL REMAIN UNLE55 I BE AS SELECTED BY 4" 10. BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL (ROOF, WINDOWS, DOORS, ETC.) SKYLIGHTS TO BE OTHERWISE OWNER TABULATIONS DEC. 12, 2012 r2_Ei=1LE JAN. 22, 2013 DIRECTED I DOUBLE INSULATED, SELF FLASHING WITH CURB. ALIGN WITH ROOF RAFTERS. I ) . ALL STEEL HARDWARE IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE 5TAINLE55 STEEL. CELLAR C.O. 4" CELLAR 12, ALL MATERIAL SHALL BE INSTALLED A5 PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 411 <_��-U 4" EHCI HOUSE TRAP TO SEPTIC: SYSTEM SCALE :NONE JOB NO. 2012-030 AmO r- - ROBERT C. TAST, A.I.A. - ARCHITECT 620 OSTRANDER AVENUE, RIVERHEAD, NY 11901 631-599-8106 751-211 24'-1 1" 1 3'-72" 1 8'-1 1 " 171-911 D REMOVE EXIST. C A-8 PLATFORM STEPS A-8 12" O CONCRETE FOUNDATION X MIN. 3'-0" BELOW GRADE (FLAIR BOTTOM) -TYPICAL HOLD HOLD DOWN CONTINUOU STEPS DOWN -- --------------- ---------- -- ----------- / = O i r-----f--- --------------- ------------ #5 DOWELS @ 12" O.C. ------- ---------- ---_ ---------- - I I -- EXISTING FOUNDATION WA - (2)2X8 (2)2X8 VERIFY DEPTH * SIZE IN FIELD - MIN. 8" REQUIRED X 3'-0" BELOW I ill I GRADE 11 7-5-L"27-5-L- 0 18'-I I " I O" 16'-3" I I fl = �t i i it w I SAWCUT EXISTING SLAB � INSTALL N �pcn w i i II ,� m O EXISTING UNEXCAVATED - CONC. NEW 10" CONCRETE FOUNDATION WALL TO MIN. 36" BELOW GRADE _ N (j i Q - I SLAB ABOVE TO REMAIN II X , LN Ln l9 I I I cf> >LH — 01 I I N � w - w z i I iI Q CHIMNEY FLUE EXISTING UNEXCAVATED - REMOVE EXIST. 1= I it w <? o I CONFIGURATION CONC. SLAB ABOVE * PROVIDE NEW 4" O i i I z N Q O APPROXIMATE - VERIFY CONC. SLAB WITH 6X6, W4.0/W4.0 WWF v i i i 2X 10 LEDGER _ _ EXISTING FLUE LOCATIONS OVER VAPOR BARRIER� 2" RIGID - - - - - IN FIELD PRIOR TO INSULATION - INSTALL NEW TILE FINISH I RISER 10A CONSTRUCTION I 5/g" GYP. BD. FLOOR FLUSH WITH ADJACENT FLOOR Exi5TINvG L FLASH OVEK LEDGER-TYPICAL CEILING THIS nl I I UNEXCAVATED O ROOM m EXIST. #5 DOWELS @ 1211 O.C. COL. _ I I I VERIFY GIRDER IN FIELD EXIST. WALL FURRING V.I.F. B i o U EXIST. BOIL R- EXI TING A-7 I I I I Q - I REPLACE AS T I LET "-I �)0 EXISTING ECHANICAL ROOM DIRECTED ' EXISTING EXISTING m I I I I 0Z/ _j CLOSET CLOSET I I I I— IL I I I W (ni U LL I I I I 0i �I I I T it LU U oL z O O i',I,I O X I I I 0Z LLJ W I I a D .r Q I' O w Ni O Q +I EXIST. WALL DOORS TO REMAIN UNLESS = OTHERWISE DIRECTED BY OWNER I% - _ p I I I Ln o _ I- NEW BEARING O of PARTITIONS x cv <o N U \ ABOVE O O N Ln m � - REMOVE EXIST. STAIRS - L - PATCH OPENING WITH O U r 3 - r ' w @� 3 " 2X 10 JOISTS TO MATCH - /2 L7VL I I (2)I /4 x 9/ LVL _. .e� �L'ID BLOCK I x0 I i � /a x9 � w --� — - EXIST. I _ I UNDER POST(NG I I L _ NEW L- - ----� z@� I COL. E U ABOVE NEW COL. F EXIST. 3 2X I 0 COL. EXIST. (3)2X 10 COLT COL. If O EXIST. EXIST. EX15T. m p m0 - EXIST. (3)2X 0 COL. - O X - - - - - �i �- 1'�T. (3)2X 1 O -o- EXIST. (3)2 I O EXIST. (3)2X I O o PROVIDE 2X 10 ± PRESSURE TREATED - —� I ' I - -- ' EXIST. EXIST. w -�' SLEEPERS @ I G" O.C. TO FORM +I r----, I I 111 r-- , s, COL. � PLATFORM ABOVE - VERIFY HEIGHT - =N COL. - > z0 +1 REQUIREMENT IN FIELD * ADJUST �-- ----- (3)Iu 3/4" x 9%2 yLVdal I _ (3)13/4". x 9/z..,.LVL - - i--- .. . (3)13/4". - LVL - I (3)I /4 x 9%z' 4VL tLPOST x 9/2 - I I ... P� O - '_� SLEEPERS AS REQUIRED - MAX. RISER I � I m LU Q HEIGHT = 8/4" I —�-� SD/CO i BV. NEW ---_+—. ABN. I NEW 0 COL. D I N J i NEW COL. A I COL. C I EW . 8-4 ..m 8' 6-21 OC) -0 ± N Q 2� EXISTING UNEXCAVATED � v > � ALIGN WITH z C3 I EXISTING UNLESS 0 zO � I ------- OTHERWISE SHOWN _ "-_ _ Q = °= I O POST O o w i aN X -3-4 ___ ABV. 4'-9 - EXISTING CELLAR x v NOTE: UNLESS OTHERWISE z z I I6? (v O NOTED, ALL NEW COLS. SHALL N N[p2' N 6T.@9/2 d EXISTING CONCRETE 5E ,9/12" EH STEEL COLS. WITH 28" 0 "' O I - FOUNDATION WALL, 9 >' EXISTING CELLAR I F- r -- {VIEW COL. G �xtn X 28 X I E CONC. FOOTINGS > O STAIRS TO REMAIN I I i FOOTINGS � FLOOR> CL CD w I I (2)2X 10 WITH 3-#5 EA. WAY LU SLAB TO REMAIN I +I VERIFY STAIR ( �- - UP 1 DIMEN51ON IN UP Im FIELD I A cn EXIST. WALL FUR ING V.I.F. VERIFY GIRDER IN FIELD A Obl� 21 EXIST. / X COL. +II f NEW 4" CONC. SLAB ABOVE WITH EXISTING EXISTING 0 BRICK OR STONE PAVERS AS UNEXCAVATED m DIRECTED WORKROOM F. 0 , STONE VENEER AS DIRECTS REBUILD STEPS AS SHOWN BE ALTERATION 5ECOND FLOOR ADDITION A-7 8'-51" 81 51 6 52 2 z �IUL I ANO RESIDENCE OA A 5 I'-3" 23'-1 1" At Mattituck, Town of Southold Suffolk County, New York D C A_8 A-8 CELLAR PLAN CELLAR PLAN a SCALE : 1/4" = I'-O" County Tax Map District 1000 section 106 Block 1 Lot 3.1 DRAKNC PREPARED NOVEMBER 26, 2012 Record of RevIslons RECORD OF REV1510N5 DATE REBUILD _ DEC. 12 2012 R . 22, 2013 JOB NO. 2012-030 ROBERT C. TAST, A.I.A. - ARCHITECT 620 OSTRANDER AVENUE, RIVERHEAD, NY 11901 75'-2" 631-599-8106 24'-1 1" 1 3'-72, 18'-I I IT 17'-9" 1 D C A-8 A-8 REMOVE EXISTING CONCRETE STEPS PLATFORM DEMOLITION NOTES IN (2)2x I 0 0 1 . CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN FIELD PRIOR TO COMMENCING II,1 a HOLD 2 2X6 Dowty - CONSTRUCTION. = DOWN ( ) N _ m 2. CONTRACTOR SHALL LEGALLY DISPOSE OF ALL OPENI DECK "' O II F DEMOLISHED MATERIAL. DECKINGIAS I 3. UNLESS OTHERWISE NOTED, ALL EXISTING INSULATION, i O ELECTRICAL, PLUMBING C EQUIPMENT DEVICESCOVERED PORCHSELECTED BY OWNER ABOVE CELLAR SHALL BE REMOVED. N REVISE FINISH OF EXISTING 1 N cn O SLAB AS DIRECTED BY x 9%" TJI 230 - 3. TERMINATE ALL ELECTRICAL AT PANEL BOX � REMOVE OWNER z� ALL UNUSED OR ABANDONED WIRE CABLE.✓ `� @ 12" O.C. 4. REMOVE ALL ROOFS RAFTERS I I G'-51" �N 6, I'11111111ih1' CEILING JOISTS TO I - 2 191-511O 16-9 6 TOP OF FIRST FLOOR WALL PLATES. REMOVE ALL FIRST N aU FLOOR WALLS AS SHOWN ON THIS DRAWING. 5. SUBMIT ALTERNATE TO REMOVE ALL EXISTING INTERIOR kw FIREPLACE TO REMAIN GREAT ROOM EXTERIOR WALLS WALLS, FINISHES, TRIM ETC. TO TOP OF EXIST B DOWN (2)2x I 0 - - - DOWN O 3%z"X 7" PSL - UD EXTERIOR — EXISTING FIRST FLOOR DECK. POST EACH —IN SIDElk DINING NOOK = - 0'" �- A-7 - x PATIO ON GRADE N `� II;1j m 0 W 12X26 N N 3 1 o - STEEL PLATE (50 KSI) FLU5H _ _ — 21 /4 X14 ML + 13X/ 3Y2" X 711 PSL POST w m -' 4"X;3" TUBE COL. 0 1111 X g REMOVE EXISTING FIREPLACE 11 II EACH SIDE -AN 2 j = HEARTH TO FACE OF EXTERIOR WALL FALSE COLUMN As 1 m m u - VERIFY BOILER FLUE LOCATION SELECTED BY OWNER N RELOCATE AS AS REQ'D. 5" I G'-9.. , 6.. 8-9 7-10 8-4 91-10114-0 31-011151-311 6 r. AU 1151 w [REMOVE EXIST. 1 aoWALLS STAIR — 014" TJI 560 o �i I o v DININGx Io @ I G" O.C. LEE0 ❑ � 1 F I I Lin d Ln HULU- _T - -. -- - 3 3/'' C9 , 11I I i'I LVL II I MIIN Aa.S(2)1 /q X 9%2 LVL (2) Y2 O 0 SELECTED BY OWNER KITCHEN l 11 i 1 PROVIDE RECESS IN , ll E _ I1 \ WALL FOR - - - MICROWAVE- I „ Vk110 '111I hI II1 III VII 11�r Il t� �wtI) 1 x x x ala ---- I VERIFY SIZE WITH I 1 I OWNER 6° 24 \ 1 6.. i I 1'-2" 5' ': G'-I" 5.. Cn 14'-0" 5"ilfl - �'-4" 5 )I' 10'-0.1 6.. ---- - - I I � PANTRY kll' POWDER =1N IFALSE GOLU INS AS Lp O - _ z co 3 7 1 RAGE a ROOM O � i � 1 �k1 �S€NE�€{�� O NER 1 - I_. STO a - p GAME ROOM ; 1 _ u1„ 3'-0"T.o lP$.,1 IIi II I; , (s)I /4 x-I r/ LVL _ 'I a _ II r1. .,. ' w 1 � - r - = - -- 1 I p N � 2X1 0 BRACES @ 6 EQUAL SPACES i m 3 O 1 , U 2 2X8 '-11 ... .. I ! 0 T.O. 13 I/ X 7 PSS I',I VIII 11111,,.,=r -!„I,I�,IIIIIrIIIIIIII� U p N - - a I \N I,n 5D/CO g N x I . N 2 -- - L - . i m 1 n 1 _ PASSAGE _+ POST �A. SISD/CO O 1 m m 1, -G ' S 5 11 d: -= = ;11 11 _ _ _ I /q x I LVL FLusH ALLS CLO REM jVE EXIST W I LL.I LLJ ' _ C �J J -------3-'-- U 1 1 ',' O OI IiI1 -- W = -- - ---- -- __ - - -- -- - _ _ - - - OO :, BRIDGE -W w .. -- - i «, .. w ,T = O &'', m ABOVE CU O O OL s OL > I _ ___ I q SII , . 6 -L z 1 _�=0__ -I0 3-5 2-I I =1 5-O 5 IIID _4” 4-9 `� 1 2n11,E z G '' 12 2 3'_21" I 6 5-7 5 ,. 1 I „ 2„ 5�„ y;1 SID 10'-0" 1.. �' _ — - = 11 5 q CLOS --- ---- m 2)I /4' Il GT.@9il %z' FOYER H w S a 6 ' s ,,�G UAUN RY � �,I 1 ;e � ¢ "y _ r. "11 a O GUEST kOOM I { - to U I�4,' U = J AREA= 1 2 5F ' U o ���1 I � _ _ _ D w - _ I = - I \ / LIGHT RE 128 X .OS I -_ Q O 24 U P .-r� - _ I - CD o - -' m 5F PROVID D = I I.G4 5F T C L R ,�, � -'-� /� I 1 GUEST ROOM I I; ZA A I HOLD I / \ 1 , , 111'' VENT REQ. 5.1 25F O I I N =` A PROVIDED G.37 5F = ' A = _ ' - J AREA 12G 5FF O � U I C9 LIGHT REQ I X 08 I O - A 7 , - ' -.y3:3a��� — `_'' ------ IJ VENT REQ. = 5.04 5F ' - O ---- - - - - TEMP I PROVIDED = 7.7 5F Ir- 6-7 18'-4" J I 9-I I 4� I > GLASS O I 11 °1 @� I I II I VERIFY STAIR COVERED ------------ _ - _ ----- O DIMENSIONS IN 11 O lix ��t Ln i < x -------- PORCH x x X = LL —I I 1 I- --------------� - FIELD BEFORE �m U I w N `r FRAMING -�r FACE OF'DORMERS ABOVE , I I to 0 HOLD Q O ,1i I I DOWN ' {< - DOW I 2 I <.,_�� .���:A .:_.._ «<:�. 1�w .r�1 411IIr1 ... _. - _ t x x NOTE: CONNECT ALL NEW LEADERS TO EX15TING LEADER OA Y B BOOTS AND UNDERGROUND DRAINAGE - TYPICAL I16G� STRUCTURAL COLS. BRICK OR STONE PAVERS A_7 CAPA01LE OF MIN. 5000# AS SELECTED BY OWNER "y r: 1, LOAD) 24'-I I 81-5J-" 8'-52' 8'-52" I 6-10 101-3116-10 , 511-311 23'-I I" ALTERATION 5ECOND FLOOR ADDITION FI RST FLOOR PLAN D JUL I ANO RE-51 DENCE SCALE : 1/4" = 1 '-0" A-8 A 8 At Mattituck, Town of 5outho I d Suffolk County, New York a 1=1K5T FLOOK PLAN County, Tax Map District 1000 section 106 Block 1 Lot 3,1 DRAWING �'T�Ei'4R>=D NOVEMBER 26, 2012 Record of Revisions RECORD OF REVISIONS DATE november 2-1, 2012 w1022 cheng_e�to w1�226 REBUILD DEC. 1>= 2, 2012 REFILE JAN. 22, 2013 SCALE : I J013 NO. 2012-030 D c ROBERT C. TAST, A.I.A. - ARCHITECT A-8 A-8 620 OSTRANDER AVENUE, RIVERHEAD, NY 11901 75'-2" 631-599-8106 00, 24'-I I " 501-31' 2'-3" 13'-7" ----------------------------------- ---------------- i----- -------------------O 0�------------- ----� I I O I I I oL cf) I I I I I I I I CONT. RAIL I I 1 � LOW ROOF o 70 O 1 GRAo f i DECK o = I cn GRANULAR SURFACED MODIFIED 1. 'DECKING AS SELECT D - � 1 N Ua C\ i IL ASPHALT ROOFING SYSTEM AS N _ i BY OWNER 1 1 00 SELECTED BY OWNER OVER 5/8" PLYWOOD SHEATHING I I I I U +I i t9 12" 51-51"21 1 -02" I 1 2'-1 I — I I SHINGLE ROOF - 1 1 B I crl A 7 MODIFIED ROOF OO F I WITH NCO. .OLASHIfN - O „> O A.. (3)2X 10 - (3)2X 10 (3)2X 10 - (2)2X6 (3)2X 10 - --(2)2X6 II Ki Gil 511 I I'-12 I S 141-91101 HOLD DOWN HOLD HDC WIN li'I!II' i11411'� BEDROOM I 1� U O m U AREA= 344 SF ti o _ LIGHT REQ. 344 X .08 = 27.52 ROOF I1111@+a — — o SF PROVIDED = 5 1.415f BEDROOM 4 `� BEDROOM 3 BEDROOM 2 N PROVIDED = 65.62 SF =_ AREA = 163 51' x' AREA = I G4 SF AREA= I 64 SF — LIGHT REG. I G3 X .08 = 13.04 yllll,', LIGHT REQ. I G4 X .08 = 13.1 2 LIGHT REQ. 164 X .08 = 3.12 - tr,rs SF PROVI ED = 19 5F SF PROVIDED = 19 5F 5F PROVIDED = 19 5F ?1111+ N I I �, VENT RE = 6.52SF VENT REQ. = 6.565E VENT REQ. = 6.565F I 2X „2 �AI1/i�R�L P, x j _ /O PROVIDE = 18 SF FµV PROVIDED = 8 SF PROVIDED = 18 5F — — (2)13/4”X 1 17/8" L FLUSH - { ` 1 - - EM ,Ijj II 15' " I i xf HIVtI " - - 1 2'-2�a G' Iwln i u u u u , u u li I u F u " 5 1 2-32 2 I _ 6-1 12 N 51 3-8 L' S 3-8 F 5 7-02 5 3'-8.. 5 1 -102 2-G2 2 2 5 1 - 1 4 9 - G _ I - - OSETlil ® ,1r CLOSET bN CLI = I ®5D 'I SD �l SD OSET /— 13/4" X I I /a' ML RIDGE - u _ 11, t -� a 1��? IIIIIIIII'�I _ _ _ _ 1 1 p LOFT I 3 II 1 II O O VpV I H I m OPEN TO BELOW i - / --- --- rll .: r 1O)I I (2)I X 94 ML FL SHS I ,_„-_(2)2X8 __ (2)2X8 2)2X8 cn O I 9 - -- �'E = — — _ _ Ili LAUNDRY _ EO 1 ATTIC ACCESS w SD/CO _IN -' v SD U p _, 4--_�._ry . _ - - 2X1 i m ® HALLWAY m c O O ® o c� 1 VENT THRU SIDEI j HARD DUCT DP P CURB �DRAIN PAN L-----------i m I O �p E O WALL ABOVE LOT UNDER APPLINACESf y �p N �\ pIr m SD/CO ROOF 1 p v l,16 N -----------J O 13/4”X }4 M L I I ---- - - v 1„ � �� � - _ II', r� � ,� � GAMBREL PURLIN 11`1 � 12'-32" 31-All z 5_7„ i G' 11'1 i`a 5'-O" 3-4 -I I 51 10'-72' i 5 11°hf 1 _I dll l G,l II 111`111, LI 71-711 � 2 {,= I I O CONT. 3'-0" RAID " " - BATH - 1 1 1 Is G-5 5 w-- " 1 I - 5 u _ 2X 12 GAMBREL PURLIN - - - - - - JI'I - I 1 MASTER BATH °11'1 ii BELOW L---------CLOSET , SHOWER - I n 1 O !I I I MILLWORK DOOR AREA II " B Ir-----------J TO MATCH VANITY H LD ------ — OLD) 0? 1 I j I I D WN DOW CLOSET MILLWORK A5 I 911V Ln W 1 O 1' I I DIRECTED BY OWNER- A-7 Ln B I CL. �' = I t 1 TYPICAL i X11 ti11 2'-2"T �'.'-,�.„x r, .- _----- „IIV r' •°� � 'rlli" 1 --'• r't ry ,.�,� � fl -,i I -r � 00 ROOF - 1 4 m MILLWORK CD LEDGE cv h11 dF -- II DOOR TO N III�1� Iglu, I O 11 l' MATCH IV. _ dl'PIIIII :,r 1.4N :I,a - tiu �• � C VANITY I = ROOF FACE OF WALL BELOW t;. 4 4i ( 2 6'-O" 5'-1 011 G'-O" 5'-1 0" G'-O" 5'-10" G'-O" 4-42" of op of ;. - 24'-1 1" 50'-3" 75'-2" LTF-RATION SECOND FLOOR ADDITION SECOND FLOOR PLAN SCALE : 1/4" = 1 '-0" A 8 8 JUL I ANO RESIDENCE At Mattltuck, Town of Southold Suffolk County, New York SECOND f=LOOK PLAN County Tax Map District 1000section 106 Block I Lot DRAWING PREPARED NOVEMBER 26, 2012 Record of Revisions RECORD OF REVISIONS DATE REBUILD DEC. 12, 2012 REFILE _ .LAN. 22, 2013 JOB NO. 2012-030 ROBERT C. TAST, A.I.A. - ARCHITECT 620 OSTRANDER AVENUE, RIVERHEAD, NY 11901 D C 631-599-8106 A-8 A-8 751-211 24'-1 1" 50'-3" 100 J# 10 LD'R LD'R 10 i----I -----------------------------------------------rI ----------------------------------------------� I I I I I I I I I I I I I I I I I 1 I f I I I I I I I I I I I LOW ROOF I I N I I 1 DECIC, i N I I I I I I CD I I I — B I I I I I I I A-7 i I I I I I I I I I I I � I I I I I I LD'R m I ED El El 1 ILU I 1 I I I EXTEND CHIMNEY AS SHOWN ON J ELEVATIONS, - VERIFY FLUE L I OVER FRAME CRICKET LOCATIONS RELOCATE AS REQ'D, I I I I I I _ I I m 1 I I � I I I I I I I I v 0 I I I I ROOF r , O ARCHITECTURAL ASPHALT SHINGLES OVER 30# -- - - - - Q I _ FELT WITH PERIMETER ICE WATER SHIELD x 1 U w I N aU I SII N I I I I I I I I 2X 12 GAMBREL PURLIN I I P I I I I I I v i 13/4" X 1 17/8" ML RIDGE CL/ i CONT. RIDGE VENT i O N I I I � j O I cn 2X 10 RIDGE I O N CONT. RIDGE VENT i x N I I I I I i I I ARCHITECTURAL ASPHALT SHINGLES OVER 30# v i 13/4"X 14 ML GAMBREL PURLIN FELT WITH PERIMETER ICE WATER SHIELD O � i I I I COPPER I I I I x i I I VALLEY "*0- C' N `� az FLASHING ,00 2X 12 GAMBREL PURLIN �C0 ROOF z z w ���I I� > I 'J U) Q I > I I > I I I I ' LIJO ' O 0 LLJ U-jI LU U ' U' ' I w U >- w w w O ILLI I' F Q 'I I' Q 'I I' Q it I Q _ _ oL I I I I CL/ I I ,I I ,I ,I A � � � I z cQ I I z � I I z co I I z co I A A-7 ---W C9 I l l i I I O N I I I I O N I I I I O N I I I _ _ li � N A 7 - - -\--- - - - - - - - - - I - - -- --i -------- - -- ---- _ 16 RR 2X6 RR II - -------- - ICG RR 2X6 RR it-- ------ ' , - - ROOF - -- - - - - - --I---�--- - 16 RR 2X6 RR II �I 6 RR 2X6 RR I� L I 1 r— T I I I I T � LU p 70 16" O.C. N@16" O. I. 711C" O.C. @16" 0.(31 1 r 16" O.C. @IG" 0. I. 1G" O..C. @16" O. r L _ LD'RI j! LDR LD'Rl) j! LD'R LD'WI jl LD'R LD'Rll j! LD 'R x L------ ------ L------ ------ L------ ------ �------- ------ y,.., T.'; N ,cam c, L ;5 UN % r: O LU ' _ - LD'R x Q I N oC 24'-1 1" 50'-3" ALTERATION SECOND FLOOR ADDITION 751-211 p C A 8 A-8 JUL I ANO RE5I DENGE PAVE-EL OR APPROVED ROOF PLAN NOTE: CONNECT ALL NEW LEADERS TO EXISTING LEADER At Mattituck, Town of Southold EQUAL SCALE I/4" I'-0" BOOTS AND UNDERGROUND DRAINAGE -TYPICAL Suffolk County, Neal York : = SBS CAP SHEET MOPPED a OR TORCHED IN PLACE OR ROOF PLAN FIRESTONE PROTECTION MAT A5 PROTECTION LAYER EXTENDING 2" MIN. BEYOND County Tax Map District 1000 Section 106 Block I gat 3.1 PAVER DRAWING PREPARED R NOVEMBE2b, 2012 MODIFIED BITUMEN CAP Ii SHEET Record of Revisions BASE AND INTERPLY GO D OF REV15ION5 DATE SHEETS AS REQUIRED FOR REBUILD DEC— 12, 2012 THE 20 YEAR WARRANTY. REFILE JAN. 22, 2013 FIRESTONE FIBERTOP OR DENS-DECK PRIME 1 " FIRESTONE 150 95 I ROOF 5Y5TEM AT PAVERS ROOF DECK A-4 SCALE : NONE SCALE : I Am4 JOB NO. 201 1 2-0 2-0300 D C A8 A_8 ROBERT C. TAST, A.I.A. - ARCHITECT B 620 OSTRANDER AVENUE, RIVERHEAD, NY 11901 y ARCHITECTURAL ROOF SHINGLES OVER 30# FELT 631-599-8106 REMOVE EXISTING ROOF STRUCTURE 12 121 " ' ARCHITECTURAL ROOF SHINGLES OVER 30# FELT - I I REMOVE RELOCATE EXISTING SOLAR PANELS - EQUIPMENT AS DIRECTED BY OWNER - _ I I STRUCTURAL FG COLS. HBtG `q OR APPROVED EQUAL N - - - - - OND - -- -- - - NEW SEC f LOOP, 77777777 -------- PVC ERIE E 1 A I-------J I i I I Ll SHUTTERS AS SELffRCTED BY OWNER EXISTING FIRST ` FLOOR .--- —t-- - - - - - - - - - - -1 t- L I STONE VENEER AS DIRECTED BY I' OWNER HAKDI-PLANK SHINGLES OR SIDING AS L� i" SELECTED OVER TYVEK HOUSE WRAP - L--1 i STONE VENEER AS DIRECTED BY L� L-------------- OWNER-------------------------------------------------- L, L� L� I; L� - - - - - - - - - - - - - - - - - - - - - II _ EXISTING CELLAR NOTE: CONNECT ALL NEW LEADERS TO EXISTING LEADER BOOTS AND UNDERGROUND DRAINAGE -TYPICAL NORTh ELEVATION SCALE : 1/4" = 1'-0" 12"X 20" ADJUSTABLE LOUVER WITH INSECT SCREEN A 12"X 12" ADJUSTABLE LOUVER WITH INSECT SCREEN - -- __ - PROVIDE COPPER TEP - -� FLASHING AT INTERSECTIONS HARDI-PLANK SIDING - I - I - - II I - - -- __ p I, - - - - --JL OND FLOOR NEW SEC - r - ---- - =- PVC PI - WINDOW SCHEDULE SYMBOL TYPE MANUFACTURER'S NUMBER GLF4.S5 AREA(SF) VENT AREA(SF) UNIT AREA REMARKS I REMOVE EXISTING-O.H. DOOR I O DOUBLE HUNG WDH344G I I.G4 6.37 15.91 EGRESS REPLACE EXISTING WINDOWS -- - -- u PATCH WALL TO MATCH EXISTING i © CASEMENT CXW24 19 18 23.9 EGRESS ALTERATION 4 SECOND FLOOR ADDITION DOUBLE HUNG WDH2G3G 6.73 3.81 10.47 JUL I ANO �5 1 DEN ICE v 4./ I�L T FLOOR AWNING AR-4 3.8 1.9 5.7 - --- -- MU EMP CLAS XED WINDOW 1 ICI I O LL,T s@ F t Mattituck, Town of Southold -- -- - - - - - - FIXED P4040 13 I G EXISTING FIRS Suffolk Count New York _ ------------ 3 AWNINGS AR281 2.3x3=6.9 I.2x3=3.6 3.7x3= I.I y� MULL,TEMP, GLASS @FIXED WINDOW FIXED 8'-9"X 3'-G" 2 I.G - 27.2 I I I I I I II I O AWNING AR31 2.7 1 .4 4.2 LEVATION5 I FIXED P3040 9.4 - 12 MULL TRANSOM I I 1 I I © AWNING AR31 2.7 1.4 4.2 REPLACE EXISTING WINDOWS WINDOW 5CH EDU LE HARDI-PLAN1 1 SELECTED OVERITYVEK HOUSEWRAPI j -- --- . - - - -- - ------------ 1 12 County Tax Map District 1000 Section 106 Block I Lot 3,1 -� - - -- - -- - CASEMENT CX 14 9.5 9 OARCHTOP AF:WG03 - 18.5 GRILLE AS SELECTED DRAWING PREPARED NOVEMBER 26, 2012 K BASEMENT SERIES EXISTING - - EXISTING TO REMAIN Record of Revi5ion5 O RECORD OF REV1510N5 DATE EXISTING CELLAR 12,2012 NOTE5: REi=1LE JAN. 22, 2013 - - I.UNLESS OTHERWISE NOTED,ALL WINDOWS SHALL BE AS MANUFACTURED BY ANDERSEN,WOODWRIGHT OR;4 I I DIVIDED LITE5 5 PER OWNER. 2. ALL GLAZING TO BE HIGH PERFORMANCE AND LOW-E,UNLESS NOTED OTHERWISE. 3.PROVIDE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNE55 OF 7/1 O AND A MAXIMUM SPAN OF 61 FOR OPENING PROTECTION.PANELS FOR EACH OPENING SHALL BE PRECUT,LABELED,AND WEST ELEVATION STORED WITH ATTACHMENT HARDWARE.PANEI-5 MU5T BE FASTENED A5 PER TABLE R301.2,1.2 OF THE R5IEDENTIAL CODE OF NEW YORK STATE. 4.ALL WINDOWS SHALL BE COLOR AS SELECTED BY OWNER, SCALE 1/4" = I -0" 5.ALL WINDOWS SHALL HAVE SCREEN5-MATERIAL A5 5ELECTED BY OWNER. G.PROVIDE MEMBRANE FLASHING AT ALL OPENINGS, SCALE 12- 30A 5 JCB NO. 201 2-030 C D A-8 A-8 ROBERT C. TAST, A.I.A. - ARCHITECT B 620 OSTRANDER AVENUE, RIVERHEAD, NY 11901 ARCHITECTURAL ROOF - - A-7 631-599-8106 SHINGLES OVER 30# FELT - EXTEND CHIMNEY� FLUES AS REQUIRED TO CONFORM TO BUILDING CODE REQUIREMENTS. BRICK TO PROVIDE COPPER CLAD MATCH EXISTING UNLESS FLASHING @ WINDOW OTHERWISE DIRECTED. - - STOOLS AND INTERSECTION OF ROOF f- WALL- TYPICAL 5" ALUM. GUTTER ARCHITECTURAL ROOF SHINGLES OVER 30# FELT I' --------------------- I NEW SECOND FLOOR 5" ALUM. GUTTER PROVIDE FG COLUIAN COVERS it SURROUNDING EXI TING STEE NEW LEADER - CONNECT _ COLS. - VERIFY COL. TO EXISTING LEADER - LOCATION IN FIELD \ BOOT -TYPICAL HARDI-PLANK SHINGLES OR SIDING AS SELECTED OVER TYVEK HOUSE _. . +I < WRAP EXISTING FIRST FLOOR - - -- N n II 3'-0" GUARDRAIL- TYPE AS SELECTED BY OWNER GRADE -- - I i I I i i z i i I FEND LEADER BOOT AS REQUIRED i it I I p I I I I ! - --� �] - - - - - - - -I • VEP1FY DEPTH (WIDTH OF EXISTING CONSTRUCTION NOTE: CONNECT ALL NEW LEADERS TO IEX15TING LEADER PRIOR TO COMM9ENCING CONSTRUCTION12"0 CONCRETE DECK FOOTINGS BOOTS AND UNDERGROUND DRAINAGE: -TYPICAL WITH FLAI RED BOTTOM EXISTING CELLAR NORTh ELEVATION SCALE 114" = 1 '-011 JI 0'-0" 10 A A-7 - - EXTEND CHIMNEY* FLUES AS - — N REQUIRED TO CONFORM TO - - BUILDING CODE REQUIREMENTS. - -- CRICKET - --- -- - - LCC STEP FLASHING HARD(-PLANK SHINGLES OR -- - - - SIDING AS SELECTED OVER - HOUSE WRAP CONT. GUARDRAIL REMOVE EXISTING ROOF STRUCTURE I , � NEW SECOND FLOOR PVC FRIEZE - ADDITION HARD(-PLANK SHINGLES OR SIDING AS -- -- - ALTERATION S GON1� O FLF, - - SELECTED OVER TYVEK HOUSE WRAP m. .JUL I ANO RESIDENCE At Mottituck, Town of Southold Suffolk County, New York EXISTING FIRST FLOOR - --- — - ... . . . ff-LEVATION5 2 County Tax Map District I I I I 1000 section 106 Block I Lot 3,1 li II i' DRAWING PREPARED NOVEMBER 26, 2012 Record of Revisions RECORD OF REVISIONS DATE REBUILD DEC. 1:2-2012 REFILE JAN. 22, 2013 EXISTING CELLAR EASTELEVATION SCALE : 1/4" = 1'-0` SCALE : 1/4"=1'-O" JOB NO. 2012-030 ROBERT C. TAST, A.I.A. - ARCHITECT 13/4 X 1 17/8" ML RIDGE 620 OSTRANDER AVENUE, RIVERHEAD, NY 11901 --. - -- f 631-599-8106 I 2x8 RIDGE 5/j5` PLYWOOD SHEATHING II 2X 10 RIDGE @ I 6 2XG RAFTERS O.C. I; , I : I O n 9 ------------ ------------ --------------- 36 HIGH GUARDRAIL _ OR PARAPET TO _ LOFT CONFORM TO RCNYS d I e NEW SECOND FLOOR T7 II - ..- 2X108RACE... - _ -"--- _ (5 REQ'D.). SELECT WOOD SPECIES 14" TJI @ I G" O.(C. - MEGFC BEAM HANGERS AIP PROVIDE ADDITIONAL JOIST OWNER UNDER EACH DOIKMER WALL MIN. R-19 +1 FOYER LIVING ROOM INSULATION =o z REPLACE EXISTIN GAME ROOM �0 REPLACE EXISTING FINISH FLOOR WALL WITH NEW 2XG _z AS DIRECTED BY OWNER STUDS @ I G" O.C. RAISE FLOOR I RISER @CELLAR `c ---- STAIRS WITH SLEEPERS OR �w -- R — ISTIN FIRST FLOO LEVELLING COMPOUND - V.I.F. - � � I EXISTING JOIST f0 REMAIN rl( lil.,ll IIr: 1_l �— EXISTING SLAB EXISTING CELLAR SECTION A-A SCALE : 1/4" = 1'-0" 2X 10 RI DGE - STRAP TIES EACH RAFTER — 5/8' PLYWOOD SHEATHING 2XG RAFTERS @ I G" O.C. _. ..E R-30 INSUL. - IN iiii DOOR SCHEDULE R-1 9 INSULATION 2XG CEIL. JOUSTS @ I G" O.C. EXTERIOR DOORS SYMBOL SIZE MANUFACTURER TYPE DESIGNATION GA55 AREA VENT AREA UNIT AREA REMARKS 2X 12 GAMBREL 3'-0"X7'-O" + I I REL 1O AS SELECTED BY OWNER 2 1± REMOVE*REPLACE EXISTING 2X8 GAMBYY RAFTERS @ I G° O.C. PURUN SIDELITE DOOR 4 51DELITES 2 O OUTSWING HINGED PATIO , (2)3'-0"XG'-I 1 11ANDERSEN DOORS FWOGOG I 1 22.91 35.62 40.73 ACTIVE LEAF A/P OWNER r { 15 Oil li [f - J015T STIFENER WEB MT530 STRAP 3 'I BLOCKING - SEE DETAIL /4 T*G PLYWOOD OR iu }: ADVANTECH SHEATHING - ° Noyes: 1 0 DWG A 9 GLUE NAIL IIS d„ .�.... .. o. - IN EXTERIOR DOORS SIDELITES SHALL BE TEMPERED OR SAFETY HIGH PERFORMANCE AND LOW INSUL.GLASS UNLEESS NOTED OTHERWISE. S I.ALL GLAZING 2.PROVIDE SCREEN DOOR PANELS AS DIRECTED BY OWNER , INTERIOR DOORS r - SYMBOL SIZE TYPE FINISH REMARKS ALTERATION SECOND FLOOD: ADDITION A 2'-0”X T-O"X 13/g" SOLID CORE HINGED AS PER OWNER I ly8' TJI FLOOJUL I ANO I�L�I J��1`�V� R JOISTS Og 2'-2"X T-O"X 3/g' SOLID CORE HINGED AS PER OWNER UNDERCLUT I" CANT EACH ! OC 2'-4"X 7'-O"X 13/8' SOLID CORE HINGED AS PER OWNER At NIQttltuck, Town of Southold Suffolk County, New York SIDE -a Op 2'-6"X 71X I 3/a' SOLID CORE HINGED AS PER OWNER ' I REPLACE EO 2'1 X T-O"X 13/g" SOLID CORE HINGED AS PER OWNER 5 ECT I O N S I EXISTING WALL I " RIGID IN5q I.ATION ( p LEVELLING COMPOUND O� �— O 3'-0"X 7'-O"X 13/g' SOLID CORE HINGED AS PER OWNER DOOR 5C h E D U LE SLEEPERS A 'REQUIRED 2'_8"X 7_0"X 1 3/q" INSULATED CORE HINGED AS PER OWNER MIN. U=:.40 I I SLIDING DOOR HARDWARE County Tax MGP District �QQQ Section ��6 Block Lot 5.1 (2)2.0.1 X 71-01'X 1 SOLID CORE SLIDING AS PER OWNER -r. ., .. - - - - - - DRAWING PREPARED NOVEMBER 2 012 LL Oj 2'4"X T O"X 13/8" SOLID CORE HINGED AS PER OWNER POCKET DOOR 6 2 I _Lr '{1 -rill EXISTING SLAB I i, O I'-8"X T-0"X 1 3/a" SOLID CORE HINGED AS PER OWNER lr1 il� s SLIDING DOOR HARDWARE Record of Revisions _ O (2)2-6"X T-0"X I /8' SOLID CORE SLIDING AS PER OWNER RECORD OF REV151ON5 DATE EXISTING STAIRS TO XO EXIST.TO REMAIN VERIFY IN FIELD AS PER OWNER REBUILD DEC. 12, 2012 SECTION B-B CELLAR REFILE JAN. 22, 2015 SCALE : 1/4" = I '-0" NOTES: .ALL GLAZING ON INTERIOR DOORS SHALL BE TEMPEREDOR SAFETY GLASS. 2.ALL INTERIOR WOOD DOORS HARDWARE SHALL BE A5 SELECTED BY OWNER. SCALE JO15 NO. 2012-030 FrY4" X 1 17/8" ML RIDGE NAILING SCHEDULE 5/81' PLYWOOD SHEATHING ROBERT C. TAST, A.I.A. - ARCHITECT (AS PER 2001 WFCM TABLE 3. 1) 2X 10 RAFTERS @ I G" O.C. 0 JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING 12 631-599-8106 ERVENUE, RIVERHEAD, NY 11901 COMMON NAILS BOX NAILS CS20 STRAPS 5 R O O F F R A M I N G EACH RAFTER RAFTER TO TOP PLATE (TOE-NAILED) (TABLE 3.4A) 3 -8d 3 - 1 Od PER RAFTER 1314I' X 14 ML 12 GAMBREL PURLIN CEILING J015T TO TOP PLATE(TOE-NAILED) (TABLE 3.4A) 3 -8d 3 - 10d PER JOIST 15 2X 10 CEIL. J015TS @ I G" O.0 CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) (HEEL JOINT) 161,O.C. RAFTER 3:12 10- led 10-40d SLOPE: 4:12 8- 1 Gd 8-40d (TABLE 3.9A) 6 - 16d 6-40d EACH LAP NOTE: PROVIDE I ROW 5:127:12 5 1 Gd 5 -40d BRIDGING OF CEIL. JOISTS %2" PLYWOOD SHEATHING 9:12 AND GREATER 4- 1 Gd 4-406 2X 110 GAMBREL R-30 INULATION CONT. FLASHING @PERIMETER CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) RAFTERS @ I G" O.C. RAFTER SLOPE: 3:12 1 0- I Gd 1 0-40d SIMPSON MT530 _ PEDESTAL PAVERS ROOF TERRACE- SEE DETAIL CLOSET BEDROOM I DRAWING A-4 - PITCH TO NORTH GUTTER (TABLE 3.9A) 4:12 8- 1 Gd 8-40d STRAP EACH STUD - 5:1 2 6- I Gd G -40d EACH LAP 7:1 2 5 I Gd 5 -40d \ N DOOR FLA5HNG 3'-0" HIGH GUARDRAIL 9:12 AND GREATER 4- 1 Gd 4-40d _ PAN AND RAMP FIRESTONE OR EQUAL S SADDLE s' MODIFIED ROOFING SYSTEM COLLAR TIE TO RAFTER(FACE-NAILED) I -8 __ RAFTER SLOPE: 3:1 2 3 - 1 Od 3- 1 Od NEW SECOND FLOOR01 - ---- (TABLE 3.GA) 4:12 2 - 1011 2 - I Od - ---_ 5:1 2 2 - 1 Od 2 - 10d PER TIE 6:12 AND GREATER 2 - 1 Od 2- I Od --------------------------------- BLOCKING TO RAFTER(TOE-NAILED) 2 -8d 2 - I Od EACH END --------------------------------- ---- — -- ------------------ — - WI2X26 RIM BOARD TO RAFTER(END-NAILED) 2- 16d 3 - led EACH END SOUND INSULATION 14" TJI FLOOR TAPERED FIRESTONE ISO 95: 2X I O CUT TO PROFILE IN CEILING AS JOISTS 9/2' SHEATHING O11 YWOD W A L L F RAM I N G @ I G O.C. MIN. DIRECTED BY OWNER TJI ROOF JOISTS REMOVE EXIST. ROOF (BASED ON SHEATHING NAILED I LIVING ROOM O GREAT ROOM ' STRUCTURE TOP PLATE TO TOP PLATE(FACE-NAILED) 2 -1 Gd 2- I Gd PER FOOT Q 6"O.C.AT PANEL EDGE 2X6 STUDS @ I G" O.C. WITH REPLACE EXISTING K-1 9 INSULATION TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4- led 5 - 1 Gd JOINTS-EACH SIDE WALL WIITH NEW 2XG 5/8" GYPSUM BOARD 111111. %2' PLYWOOD SHEATHING STUDS (@ I G" O.C. WALLS CEILING STUD TO STUD(FACE-NAILED) 2-1 Gd 2 - I Gd 24"O.C. -TYPICAL TERMITE SHIELD it SILL HEADER TO HEADER(FACE-NAILED) 16d led I G"OC ALONG EDGES SEAL 2 - I Gd 2-40d PER 2x4 STUD EXISTING FIR5T FILOOR TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3 - I Gd 3 -40d PER 2x6 STUD T " 77777777777 BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJO15T OR BLOCKING 2 - I Gd 2 - I Gd PER FOOT (FACE-NAILED) (BASED ON SHEATHING NAILED @ G"O.C. AT PANEL EDGE) EXIST. GIRDER / EXISTING UNEXCAVATED - REMOVE EXIST. TO REMAIN CONC. SLAB ABOVE * PROVIDE NEW 4" ]Ilii' y11 Y. FLOOR F R A M I N G CONC. SLAB WITH GXG, W4.0NV4.0 WWF VERIFY EXIST. GIRDER (2)13/4" x 9%2" LVL OVER VAPOR BARRIER*� 2" RIGID =-1 JOIST TO SILL, TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4- 10d PER JOIST = INSULATION - INSTALL NIEW TILE FINISH BRIDGING TO JOIST(TOE-NAILED) 2 -8a 2- I Od EACH END EXISTING FOUNDATION FLOOR FLUSH WITH ADJACENT FLOOR WALLS � FOOTINGS TO EXISTING CELLAR BLOCKING TO JOIST (TOE-NAILED) 2 -8d 2 - 10d EACH END REMAIN NON-BEARING PARTITIONS - REMOVE IF DIKERCTED BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3 - I Gd 4- I Gd EACH BLOCK BY OWNER- TYPICAL LEDGER STRIP TO BEAM (FACE-NAILED) 3 - 1 Gd 4- I Gd EACH JOIST CELLAR EXISTING CONC. SLAB EXISTING ..._ r. JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 -8d 3 - I Od PER JOIST BAND JOIST TO J015T(END-NAILED) 3 - I Gd 4- I Gd PER JOIST SECTION C-C BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2 - I Gd 3 - I Gd PER FOOT SCALE 1/4" = 1 '-011 KO O F 5 11 EAT R I N G STRUCTURAL PANELS: PANEL INTERMEDIATE (TABLE 3.8) EDGES SUPPORTS INTERIOR ZONE 8d I Od 4" Gil PERIMETER EDGE ZONE 8d I Od 4" 411 GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 1061 411 411 13/4" X 1 17/8' ML RIDGE 2XG COLLAR TIES @ 32" O.C. C E I L I N G 5 H EAT R I N G STRAP TIES EACH RAFTER 5/8" PLYWOOD SHEATHING GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/ 10" FIELD 2X 10 RAFTERS @ I G" O.C. WALL 5 H EATH I NG STRUCTURAL PANEL INTERMEDIATE 13/4" X 14 ML PANELS/HARDBOARD EDGES SUPPORTS GAMBREL PURLIN (TABLE 3.9) INTERIOR ZONE 8d I Od 01 6" 4' EDGE ZONE 8d I Od G" G" SEE HURRICANE STRAP FIBERBOARD PANELS: 15[— : 8' WIDE CATWALK 7/I G" Gd 3 - 3" EDGE/G" FIELD 3/4" PLYWOOD K-30 INSUL. DETAIL DWG. A-9 25/32" 8d 3 - 3" EDGE/G" FIELD GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/ 10" FIELD 2X 10 CEIL JOISTS @ I G" O.C. FLOOR SHEATHING %2" PLYWOOD SHEATHING STRUCTURALPANELS: BEDROOM 3 I"OR LE55 Sd I Od G" EDGE/ 12" FIELD CONTINUOUS FLA5HIING @ INTERSECTION GREATER THAN I" I Od I Gd G" EDGE/G" FIELD GRFANULAR SURFACE MODIFIED � I ROOF NG SYSTEM A5 SELECTED B 2X I O GAMBREL I CT Y NAILING NOTE5 RAFTERS I G" O.C. 2 2X6 STUDS @ I G O.C. OWfNER OVER 1" RIGID INSULATION 5 a" ;_r.A`r ' / v.. @ 8 I . NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED G" ON CENTER AT THE PANEL EDGE. IF WALL SHEATHING 15 2X 10 LEDGER PLYWWOOD SHEATHING 12" FG INSUL. Y '' B AIN HIGHER SHEAR CAPACITIES NAILING REQUIREMENTS FOR STRUCTURAL 5/8" BOLT AILED 3 ON CENTER AT THE PANEL EDGE TO WITHB N WTOLTTO 12 ALTERNATE CONNECTORS SUCH A5 SHEAR PLATES, SHALL BE USED TO MAINTAIN THE 14 TJ FLOOR JOIST _J a B ALL BE DOUBLED OR LTERN E ERS 5H ALL M q EACH STUD _ 2± � � - 9 E SECOND FLOOR _-- _ NEW LOAD PATH. 2. WHEN WALL 5HEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I - I Gd PER FOOT. I _ 3. CORROSION RESISTANT I I GAGE ROOFING NAILS AND I G GAGE STAPLES ARE PERMITTED; VERIFY WITH RESIDENTIAL BUILDING I - CODE OF NEW YORK FOR ADDITIONAL REQUIREMENTS. - - -SOUND INSULATION BETWEEN - --(- —(2)2X 12 WITH PVC FINISH EACH 51DE 4. ALL QUANTITIES ARE BASED ON I G" OC SPACING FOR RAFTERS, JOISTS AND STUDS. (2)2X 10 FLOORS A5 PER OWNER 2X I 0 RAFTERS 16" O.C. " 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF STRUCTURAL 3 7 I PEAK THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. (3)I /4 XII /8 LVL BE4�DBOARD VINYL SOFFITla G. FOR WALL 5HEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONE5 ATTACHMENT REQUIREMENTS SHALL BE COLUMNS AS = +I N 1 I USED. SELECTED BY OWNER -0m' DINING ROOM COVERED PORCH 1 AL I ERATI ON SECOND FLOOR ADDITION STONE VENEER- AS _________ WALL OVREPLACE WITH I ! EE EX15TING XISTING O�TSTEE IVE COLUMN COLUMNS AROUND JUL I ANO 5 I DEICE PER OWNER _________ Ln 2XG STUDS @ I G" I I ,fit �h attituck, Town of Southold _________ D.C. 1 1 Suffolk County, Naw York _________ PROVIDE (3)2X 10 SQUASH NEW R-30 11 ________ BLOCKS UNDER BEARING PART. STING FIRST FLLOOK - ABOVE - TYPICAL INSULATION EXISTING SLAB TO REMAIN EXI _ _. - SECT�ION5 DETAIL5 EXISTING 2X I 0 FLOOR JOIST Ii� '` ` County Tax Map District 1000 Section 106 Block I Lot 3.1 - - NEW K-30 INSULATION g _ q ( DRAWING PREPARED NOVEMBER 26, 2012 I' +I EXISTING GIRDER TO REMAIN ------_ (SUPPORTING FIRST FLOOR) Record of Revisions ------- dU 112NEW GIRDER- SEE CELLAR PLAN REGORD OF REVISIONS DATE ------ m CELLAR RREF LED AN. 22, 2013 EXISTING CELLAR --------- EXISTING SLAB TO REMAIN SECTION D-D SCALE : 1/4" = 1'-0" JOB NO. 201 2-030 Ams ROOF RAFTER*CEILING JOISTS REFER TO PLANS FOR SIZE SPACING ROBERT C. TAST, A.I.A. - ARCHITECT CONTINUOUS RIDGE VENT 4'-0"O.C.TYP. 620 OSTRANDER AVENUE, RIVERHEAD, NY 11901 631-599-8106 SIMPSON C520 @ I G"O.C. JOISTS 8-8d COMMON NAILS IN EACH END OF STRAP MIN. A A ROOF RAFTERS HEADER L-BLOCKING-J REFER TO PLANS FOR SIZE @ REFER TO PLANS FOR SIZE 51MPSON H 2 @ I G"O.C. SPACING SECTION A-A '\-51MP5ON HH @ EACH END 5-86 COMMON NAILS BLOCKING TOTAL NAILS AS PER @ EACH END MANUFACTURER ENDWALL WOOD POST EXTERIOR WALL 5TUD5 REFER TO PLANS FOR SIZE REFER TO PLANS FOR SIZE 4 SECTIONS FOR SPACING RIDGE STRAP 5 HEADER/POST STRAPPING 9 KAFTER/TOP PLATE STRAPPING 13 1=LOOP, BRACING ENDWALL A-9 SCALE : NONE A-9 SCALE : NONE A-8 SCALE : NONE A-8 SCALE : NONE FLOOR JOISTS EXTERIOR WALL STUDS STEEL COLUMN REFER TO FLOOR PLANS FOR SIZE REFER TO PLANS FOR SIZE# REFER TO PLANS FOR SIZE 4 SPACING SECTIONS FOR SPACING (4)3/g"0 x 15" LONG CONCRETE SLAB ANCHOR BOLT5s 13-1 Od COMMON NAILS TOTAL TO MATCH EXIST. 10"x 10"x 3/4'BLASE PLATE ( ! JOINT INLPPLYWOOD SIMP50N L5TA3G WRAPPED I (( _ _ I _tL_ I - ' AROUND DOUBLE SILL PLATE @ _ — — - -- — - IG"O.C. I I Ij I I I iI I I' CONCRETE (FOOTING 8d NAILS @ 3"O.C. REFER TO PLANS FOR 51ZE I ( I I 8d NAILS @ G"O.C. 2-10d COMMON NAIL5 @ EACH PLATE CONCRETE FOUNDATION1/1 REFER TO PLANS FOR5IZE I ( I 8d NAILS @ G"O.C. lL LINE OF FOUNDATION WALL SOLID BLOCK ALL P05T5 FROM ABOVE TO BEARING BELOW 2 FOUNDATION WALU FLOOR STRAPPING 6 INTERIOR COLUMN FOOTLING CONNECTION I 0 TYPICAL PLYWOOD NAILING PATTERN 14 COLUMN LOAD TRANSFER AT FLOOR JOIST A-9 SCALE : NONE A9 SCALE : NONE A-9 SCALE : NONE A-9 SCALE : NONE FIGURE 2.5b(WFCM-SBC 2001 HIGH WIND EDITION) 2X 10 GAMBREL RAFTERS @ I G"O.C. w 51MP50N MT530 @ I G"O.C. EXISTING FLOOR J015T5 NEW EXTERIOR WALL (WRAPPED AROUND RAFTER) VERIFY SIZE t SPACING STUDS AL ROOF RAFTER*CEILING JOISTS REFER TO PLANS FOR SIZE$- 1411-1511 - 1 411-1 5" SPACING /2"0 LAG SECOND FLOOR 4-I Od COMMON BOLTS G"O.C. - NAILS TOTAL 12 NAIL GUIDE LIPNE 51MP50N L5TA15 @ 1 G"O.C.. 3/8"-7/100 ZINC COATED SIMPSON LT @ N STEEL,SMOOTH SHANK 51MPSON U24 ROOFING NAIIL5 OR SEE PLANS HGR. @ G"O.C. / V7APPROVED EQUAL 4-1 Gd(HEADER) / ",n SELFKKSEAL ADHESIVE ON 2-1 Od x 112"(JOIST) / EXISTING SILL PLATE S/B"NOMINAL UNEXPOSED SIMP50N H3 HURRICANE NAILS TOTAL EXISTING FOUNDATION 7� L THROUGH BOTH LAYERS NAILS TOTALO.C.8-8 / WALL Ll AC4 EA. SIDE 28-1 Gd NAILS TOTAL rT EXIST. FOUNDATION WALL/ FLOOR STRAPPING t7 ROOF SHINGLE NAILING DETAIL I I PORCH/RAFTER/GIRDER CONNECTION tl5 GAM REL RAFTER/TOP PLATE STRAPPING A-9 SCALE : NONE A-9 SCALE : NONE A-9 SCALE : NONE A-9 SCALE : NONE TYP. DOUBLE 5TUD MIN. @ 5HEAR WALL Yz"SPACING ALLOWS HOLDDOVWN HARDWARE INSTALLATION LOCATIONS TYP. ROOF RAFTER CEILING JOISTS NAILING: 2-1 Gd 10" REFER TO PLANS FOR SIZE O.C. STUD TO STUD SPACING END WALL (2)3/4'BOLTS ' • 2-)Gd COMMON NAILS @ G"O.C. CER. TILL OVER DUROCK OR FOR FULL HEIGHT OF STUD EQUAL SHEATHING - ALL BRICK VENEER 5110WER ARIEA5 HD5 HOLDDOWN 2X4 BLOCKIN SEALANT @ AR BARRIER TO CORNER STUD TO TRANSFER 51MP50N H3 HURRICANE BLOCKING SHEAR CLIP @ I G"O.C.8-8d TUB 5UPPOIRT AS ;"- NAILS TOTAL RECOMMENDED BY MFG' • R-1 9 INSUL. • STRUCTURAL PVC SIMPSON CS 18*C520 Y2"SPACING ALLOWS HOLDDOWN „ FVD>ti COLUMN STRAP OP NAILS TOTAL TOP BOT, LD5 EXT. ` INSTALLATION ii 9(( NG 3 s TYP.DOUBLE STUD P�� ' PAVERS AS PER OWNER SEALANT @ MIN. @ 5HEARWALL �� FLOOR HARDWARE g` INTERSECTION N y , A'°• ``�" LOCATIONS TYP. NAILING: 2-1 Gd 10" END WALL II O.C.STUD TO STUD II ' n CONCRETE SLAB 2-1 Gd COMMON NAILS @ G"O.C. CONCRETE FOUNDATION WALL ALTERATION 4 5EGOND FLOOR ADDITION II I HOLDDOWN II SEE PLAN JUL.I ANORESIDENCE • II CORNER STUD CONNECTED TO II At Mottituck, Town of Southold ' TRANSFER SHEARII Suffolk County, New York • 12 COLUMN CONNECTION 16 TUB INSULATION DETAIL • II A-9 SCALE : NONE A-9 SCALE : NONE FRAMING DETAILS n Fiy�w 5/a"GU THRU BOLT `DECKING AS 5 LECTED BY OWNER �P �( 5IMP50N County Tax Map District 1000 Section 106 Block � Lot 3,I PANEL EDGE NAILING 3" G" HD 5 HOEDOWN OIST RIM y 2X8 PT DECK H-3 HURRICANE � JOISTS CLIP @ I G"O.C. DRAWING PREPARED NOVEMBER 26, 2012 WALL REQUIRED HOLDDOWN (2) 2X GIRDER HEIGHT CAPACITY(LBS.) LOAD BEARING WALL ABOVE 51MP50N AB44 Record of Ravi51one 8' 5850 3375 (STACKED OVER WALL BELOW) POST BASE RE-ORD OF RE\/1510N5 DATE 9' 6850 3800 NAIL BLOCKING TO PLATE WITH REBUILD DEG. 12, 2012 10, 7300 4225 8d AT G"O.C. REP I LE JAN. 22. 2013 CONCREtE FOOTING 2-I Od COMMON NAILS EACH SIDE WEB STIFFENER EACH 51DE WHEN REQUIRED(TYPICAL) Z"0 x 8"MIN. EMBEDMENT J015T BLOCKING 51LIFFICENT TO THREADED ROD SET IN EFPDXY 4 CORNER HOLDDOWN DETAIL 8 5ECOND FLOOR SHEAKWALL HOLDDOWNSUPPORT LOAD A-9 SCALE : NONE A-9 SCALE : NONE I 0 CONTINUOUS JOIST OVER BEARING WALL 17 GIRDER FOUNDATION DECK CONNECTION A-9 SCALE : NONE FIGURE 2.4c(WFCM-5BC 2001 HIGH WIND EDITION) /�-9 SCALE : NTS 5GALE : A1111111111111119 JOB NO. 201 2-030