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�o�OStlFF01 G, Town of Southold 12/27/2019 o y� P.O.Box 1179 o _ { 53095 Main Rd zy o� Southold,New York 11971 �Ol �o ,. CERTIFICATE OF OCCUPANCY No: 40963 Date: 12/27/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1445 Ruth Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 106.-7-12 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/5/2014 pursuant to which Building Permit No. 43059 dated 9/24/2018 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: alteration and additions, including garage and deck,to an existing one family dwelling as applied for. The certificate is issued to Pontino, Steven of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43069 6/10/2015 PLUMBERS CERTIFICATION DATED ut oriz d ignature ya= TOWN OF SOUTHOLD SUFFo�,r�p BUILDING DEPARTMENT W g TOWN CLERK'S OFFICE oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43059 Date: 9/24/2018 Permission is hereby granted to: Pontino, Steven & Susan 1445 Ruth Rd Mattituck, NY 11952 To: demolish an existing garage and construct a garage addition and 12' x 12' deck as applied for. Replaces 41004. Please note this renewal is for the deck addition only. All other work has been completed. At premises located at: 1445 Ruth Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-7-12 Pursuant to application dated 6/5/2014 and approved by the Building Inspector. To expire on 3/25/2020. Fees: PERMIT RENEWAL $57.60 Total: $57.60 Bui in spector p�sV22= �oTOWN OF SOUTHOLD BUILDING DEPARTMENT N TOWN CLERK'S OFFICE o . SOUTHOLD, NY �apt- 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#: 41004 Date: 9/20/2016 Permission is hereby granted to: Pontino, Steven 1445 Ruth Rd Mattituck, NY 11952 To: demolish an existing garage and construct a garage addition and 12' x 12' deck as applied for. Replaces 30847. Please note this renewal is for the deck addition only. All other work has been completed. At premises located at: 1445 Ruth Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-7-12 Pursuant to application dated 6/5/2014 and approved by the Building Inspector. To expire on 3/22/2018. Fees: PERMIT RENEWAL $57.60 Total: $57.60 Bu ing Thnspector SUFFOLIr TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY y�al �¢ 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#: 38940 Date: 6/6/2014 Permission is hereby granted to: Pontino, Steven 1445 Ruth Rd Mattituck, NY 11952 To: Demolish an existing garage & construct a garage addition & 12' X 12' deck as applied for d� 1b Q Li i ooy At premises located at: 1445 Ruth Rd SCTM # 473889 Sec/Block/Lot# 106.-7-12 Pursuant to application dated 6/5/2014 and approved by the Building Inspector. To expire on 12/6/2015. Fees: DEMOLITION $208.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $460.80 CO -ADDITION TO DWELLING $50.00 Total: $718.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. (0 New Construction: Old or Pre-existing Building: (check one) Location of Property: ' `� a PA A *ck— House No. �p®,, Street Hamlet Owner or Owners of Property: ag::� L �-�'` f su-g� pn'-,�s h,0 Suffolk County Tax Map No 1000, Section 1 (66 Block 7 Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Applicant Signature SOV Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.riche rt(cD-town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Steve Pontino Address: 1445 Ruth Road City: Mattituck St: New York Zip: 11952 Budding Permit#' � 3 0� 1 38940 Section 106 Block: 7 Lot. 12 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA- License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 7 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture 4 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks 1 Disconnect Switches 10 Twist Lock Exit Fixtures TVSS Other Equipment: 3- GFCI Circuit Breakers, 1- Welder Recepticle Notes Inspector Signature: Date: June 10, 2015 Electrical 81 Compliance Form.xls -03 9, 4-�,o69 coulm, T TOWN , SOUTHOLD BUILDING DEPT. OWN 765-1802 / INSPECTION FOUNDATION IST- ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOL N CAULKING REMARKS: \j 59 DATE - 7 - INSPECTOR 1/( - ��oFso�Tyo y looLt h0 �O c0UN1`I,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1 ST [ ] ROUGH'PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR c oF sooryolo Lk \D b 4 coUNiN,Oc� v TOWN.OF SOUTHOLD BUILDING DEPT. 765-1602 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) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �' �v r� INSPECTOR -" 43069 rou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] 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 VIOLATION CAULKING REMARKS: 's v DATE - INSPECTOR-A:::f ��OF SOUTy� # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou765-1802 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) [ ] CODE VIOLATION [ ] CAULKING REM RKS: ovAZ ' A DATE INSPECTOR o� �� � SOF SOUTy # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRA^ MING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: NVICA L'� S c!t. •F ruT DATE INSPECTOR - 4� # # TOWN OF SOUTHOLD BUILDING DEPT. °`y�nurm ' 765-1802 IN-SPECTION [ ] FOUNDATION IST f ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] j4SULATIOWCAULKING ( ] FRAMING /STRAPPING [vf FINAL &Y- W 99 be4A4 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL), [ ] CODE VIOLATION [ ] PRE C/O REMARKS: � f 0 DATE1111W ° INSPECTOR 1 1 i I f � j)I/y r 1 F r f r wE f OCT - 2 2014 BLDG DEPT. TOWN Of SOUTHOLD � \ � � �� . < . � �� � � ^ � � ^ K ^ � \ . . . � � `� � \ \ �� . . . � � ��� � . : \ \ # � � �� � tz . . . . \ . . . . . .� .. ? \ƒ� �\ / � ` \ � \\� \ � � . \ �� . \ v - . . . � \ . � � ,� . 2 }® » , . § /» \ � . � � . . , � , \ . . . � � : � � � �\ . � � � - ! \ \� \ � . 'a} �� \ . . . . . a . \ � `� � \ : . y . . � . � j�� � . � � . . . f - . . , . . � � � , ` � ` � w s /. � © »! � © � . . � « . \ � � . . - ■ . � \ r . � � ® � ^` + � � < � 2 � � . ' � , � � < � � ¥ + - . . J � \ £� . - . � �� � � � , . �a . , ��� � �. . � . 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C i Ai- a ,f r � x Y M - 40 e 40 { r AL t llullleQvfdp MomE ter , t 1 w ' J l r .�I gIOSTO) 3500 FIRESTOP SEALANT INTUMESCENT • WATER BASED • FLEXIBLE SET *PROTECTED FR MOLD GROWTH ;ICY C&U TESTED IN ACCORDANCE ASTM E 814(UL 14n) Complk� , to UL re Accelerated Aging a Humidity Testin STC%3' �i r�q d I t wen eeN110tOhJ1 � x i F V in wA Fba ftio Baa M dWWaderited +a»,NA App"G.A01 Ma.l� hrsam tiltk9r .'�101[�7lIA1tllelA n. Wanacw Nally AMY V - OCT 2 2014 BLDG DEPT TOWN F SOUTHOLD �r r LDIAN Am +:'r Ie t tU4t INS ' . wp � kl �` s �LoC) 010Hi'A �pNg Ol VOZ I n i s -, n n,rr7H0!!SE Y r 4TVVEK� W' .tel� sF` • R .. ���„�w +Y. +sem •r= _ •�f � -�y f s a { ', tea. �;4. f ��r• _ ,b,. � I l �_ � - ' - t ' � 4 �� �,. r . . A , / 1 '/ / I i ,� 1 �:. � I t , i 1 a 1 ,I► e 1 � �' / �� r t _ ;i 4v if Y.� T + i • t' ' • III �j _� // f.oll 41,15 ROUGHYRAAWr PLUMBING .�� �... m JIL�i .W, ITll MIA , r • ta • r tt • q� ;�� � �. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey/ SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined '20 Storm-Water Assessment Form / /� Contact: Approved (� ,20JY- Mail to: Disapproved a/c Phone: Expiration / 20_/_� Building Inspector APPLICATION FOR BUILDING PERMIT Date to � , 20� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land o which proposal Work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block -7 Lot Subdivision Filed Map No. Lot,, 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �,, b. Intended use and occupancy l� o k Sv' G�-e4vv-� 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, 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 Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14.Names of Owner of premise d n t Address Phone No. Name of Architect MC 5 0— Address Phone No Name of Contractor 'S !°' Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 20 Not MAP& BUNCH Signature of Applicant Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk County Commission Expires April 14, I O��OF Sa�ryQl � o Town Hall Annex65- 54375 Main Road Njr-+� ��aaxx(631h765 5 P.O.Box 1179 G Q r0 er.dc ert Iowm, Southold,NY 11971-0959 .�'�aJ BUILDING DEPARTMENT 6�4GD ' TOWN OF SOUTHOLDTcT ltp� o i APPLICATION FOR ELECTRICAL INSPECTION - r REQUESTED BY- �� ( Date: _ Company Name: Name: License No.: ' Address- .[Phone No.: f JOBSITE INFORMATION: (*Indicates required information) *Name: r -Yt rLo i *Address: �{ j *Cross Street: *Phone No.: S�3 ; oZa-tib Permit No.: - Tax-Map District: 1000 Section: 10(o Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) E (Please Circle All That Apply) *Is job ready for inspection: YES /(ND Rough In Final 1 *Do you need a Temp Certificate: YES / NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other i *New Service: Re-connect Underground Number of Meters Change of Service Overhead ' Additional Information: PAYMENT DUE WITH APPLICATION I - 82-Request for Inspection Form Ili t Scott A. Russell SuFFQ� STOIR IM[WAXIEI . SUPERVISORJ � r E N T � z I��l[A\1�A\ G)EMU 1�� SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 y�0 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT HNVO Ly]E ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) E] A. Clearing, grubbing, grading or.stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or f illing involving more than 200 cubic yards of material El dwithin any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to ❑E� 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ' ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. i ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management s Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. i If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Pr _ional,Agent,Contractor,Other) - S.C.T.M. #: 1000 Date District 10 �NAME: � –t?— wrmri Section Block Lot �✓v` et FOR BUILDING DEPARTMENT USE ONLY {#7� Contact Information. — — — — — — — — — — — — — � (rdcplwne NumEer) ' Reviewed By: .� Date: d Property Address/Location of Construction Work: — — — — — — — — — — — — — — r f�� �� �� �Approved for processing Budding Permit. `-[ u Stormwater Management Control Plan Not Required. �n ,C ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.#: 10,0 0_ bag�4^ CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) -•- -- Stormwater Management Control Plan CHECK LIST Section Block Lot NAME: co � S M C P -Plan Requirements: Provide ONE copy of the Budding Permit Application. Vieme VnM Date: The applicant must provide a Complete Explanation and/or Reason for not providing �ignanne T.kplr_Np all Information that has been Required by the following Checklists 1. A Site Plan drawn.to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing- Natural & Man Made Features within 500 L.F. O of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. 0 e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) 0 g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. h. Spot Grades & Finish Floor Elevations for all existing & O proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). X00 k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). O0 M, Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a, Erosion &Sediment Controls. 0� b. Construction Entrance & Site Access. 0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 d. Leaching Structures (e. . infiltration basins,swales,etc.) F7 IF71 F, 1I ENGINEERING DEPARTMENT USE ONLY**** F"I Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete, Approved By: — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. + Date. i SMCP has been approved by the Engineering Department. s FORM * SWCP Check List -TOS MAY 2014 LOT 199 • MAP OF r d 100 00= p4 b •CAPTAIN KIDD ESTATES —.f.� SECTION No. 16 a v y ° r�E of PrF10 Ln FILE No. 1672 FILED JANUARY 19, 1949 I �-`"�' a , • a SITUATED AT 26'0�� � t MATTITUCK INLET P 14 ... X55 w e TOWN OF SOUTHOLDRAL0 Pgfl SUFFOLK COUNTY, NEW YORK o 4 1 1 0_ S.C. TAX No. 1000-106-07-12 �5QSCALE �y IN a ,�Z N \- 1 N LOT DECEMBER 3, 2997 N �T26'O0 E VA° 1 '� AREA — 13,,998.81 sq. ft. 0.321 ac. ���3r� O. cmc ww�' zee• r' CJ ' Y ' 1 5 10USE w to CERTIFIED TO: E PECONIC ABSTRACT � n THE SUFFOLK COUNTY NATIONAL BANK V i STATE OF NEW YORK MORTAGE AGENCY .o• W000 s STEVEN PONTINO r — HtCE M� c :' 26 2 E .o TT•� i y SRA y w GARAGE : td 16.V £ PREPARED IN ACCORDANCE WITH THE MINIMUM t $ STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 1 c3 1 BY THE UA.-LS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND `� 1 TITLE ASSOCIATION. �p u1NO y 1 a 01 00 4b'K` N.Y.S. Lic. No. 49668 (� ` 0 UNATHORIZIED ALTERATION OR ADDRION TO THIS SURVEY IS A NOLATION OF l SECTION 7209 OF THE NEW YORK STATE O :: sH T ot"TION WN. ' ,G ` SMD 2,5.5 FRFRAMEtD Joseph A. fngegno COPIES OF THIS SURVEY W NOT BEARING ' - THE SURVEYOR'S *O ED SEAL OR ETAHdBSED SEAL $WALL NOT 8E CONSIDERED 00•�� Land Surveyor To BE A vAlic TRUE coPY. � G is CER71FICASI 1S TNT"To HEREDN SHALL RUN L S 82 0'`!o LOT O ONLY TO TuE PERSON FOR WHIOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE L 3 i+ TITLE WW* LOT( TI/E!(TAL AGENC( AND O T LENDM pI5 nUnON L SAA HEREON. AND �r Title Surveys — Subdivisions — Site Plans — Construction Layout �TtO==ARE LENDNO`rO.—TRANSFERABLE I m Ojo�,c� o*7 �i�COUtT,t giff PHONE (516)727-2090 Fax (516)722-5093 � SET •�ES,E�3 5*0 OFFICES LOCATED AT UAlLWNG ADDRESS THE EMSTENCE OF ITiCKM OF WAY FILED 1N TOH LOMCEg 1970 AS Fl� No� One Union Square P.O. Box 1931AttDf OF RECORD, W Aquebogue, New York 11931 Riverhead, New York 1'4901 At'�• t� S41=0 ARE NOT GUARARTEED. PONTINO RE51DENCE Zp a w O I Q > z ° c u� III Q m z 0 z 3 � Lu Lu u o u -- �° c C I 1 EXISTING HOUSE STRUCTURE TO REMAIN F �- ! ALL AREA5 z Ll 11 11 1 I � A21,1 Q iLLLUL- til 11 HJ LLLLLL Lul Lill JL t 166 !. �oeo 1 1 1 II I I I Ili 11 j i APPROVED AS NOTED g305`� z NEW CON5TRUCTION !. - -p -�- �, ' �O NT E L�VATI O N DATE /�f B.�."# QD n R/ � t EE: l BY ' �:` � F Lu SCALA: 41 = I'-O" NOTIFY BUILDING DEPARTMENT AT 4 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED C) • FOR POURED CONCRETE z 2. ROUGH-FRAMING,PLUMBING, o STRAPPING, ELECTRICAL &CAULKING a .fid U O 3 3. INSULATION 4. FINAL-CONSTRUCTION &ELECTRICAL <C z MUST BE COMPLETE FOR C 0. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEVJ CLIMATIC AND GEOGRAPHIC DIff5IGN CRITERIAx YORK STATE. NOT RESPONSIBLE FOR WEATHERING SEVERE DESIGN OR CONSTRUCTION ERRORS. LLJQ FR05T LINE DEPTH 31-0" RETAIN S T ORIM WATER RUNOFF TERMITE MODERATE TO HEAVY PIURSUANT TO CHAPTER 236 w;� OF THE TOWN CODE. DL-GAY SLIGHT TO MODERATE WINTER !�,1 of -• "•. r.•. c DESIGN TEMP. r//..,` ICE„H IELD UNDER- AS PER MANU FACTUFiwRS ............._......_..........___........._..._....-.......-`---•..................._....-.....�_.�_.....__..............................-.-----------------------"'----- 1/V-y _ '•tom: � `.,. I.AYMENT REQUIRED SPECIFICATIONS/5TA T E CODE s� ! :T• PAGE: FLOOD HAZARDS Y, ! c ><f a Nt o a - o z ILJ uj Q L c� _z a� w fu D c!7 D t c r O L S � � C Z z . o - o o J ILLLQ �f IIi �� 11 i R/ NEW DECK � f REMOVE EY15TING J u I d A 1� uu uu� lliv BACK ELEVATION NEW CONSTRUCTION SCALE: -L° = I�-O" Z � U � LU z lu Q U z z o U w PAGE: v ( • " to z b. tu O 0 O N 5'-0* z C r 2'-O• lu tu 4)5 (ri / 2- 2"X-8°/ACQ GIRDER I I u7 O � 4"X 4"ACQ PO5T5 ON 8" I I I 50NOTU13E W/POURED CONCRETE FOOTING, FLARED I I I •y� TO 20"X 8" DEEP;TYP. BOTH •o I ' I n O I I L � x -; NEW 2'X 10"ACO LEDGER BOLTED b ( C iV ci AGAIN5T EXISTING HOU5E FRAME I .o'; I I z C WITH 5""LEDGERLOK"5CREW5@ °. I a� '� GARAGE z G"O.C.; HANG D.J. FROM LEDGER 1 'rr Iu //T WM-1 5IMP5ON LU28 CONNECTOR 4" POURED CONCRETE SLAB I "�-, ON COMPACTED FILL WITH I " W.W.M. G X G/ 1 0 X 10 I to o 0 :f GAUGE WIRE ..j. I 'o.. I I ��• N 0 in PROV. EPDXIED#4 STEEL REBAR VERT. @ 12"O.C. Q INTO FOUNDATION WALL ( I FOOTING ABUTTING EX15TING CRAWL SPACE I 4"POURED CONCRETE -: I sFcrrolr LAB ON COMPACTED FILL; I A U R 19 IN5ULATION I Q oIL: 0 I TYPICAL ALL AREA5 I W 'p �l9 I •.o' .6� ( 'NEW FOUNDATION=VALL N I HEIGHT TO BE LOVA,LrZ THEN I r Q EXISTING TO ACCOMMODATE LARGER FLOOR J015T5 J I LOWER FOUNDATION WALL O HEIGHT AT DOOR OPENING OL- 3'-0"POURED CONCRETE APRON @ GARAGE DOOR 6'»i- g•_3• g•_5- _ EX15TING BASEMENT - 231-0" EX15TING FOUNDATION WALL LEGEND: BILCO U EX15TING CONCRETE z BLOCK WALL t FOOTING TO REMAIN ., ---r- 8"POURED CONCRETELA FOUNDATION WALL LuZ n — — WITH V-4"X 8"FOOTING; 3'-O" BELOW GRADE Q U fOUNDATIQN PLAN z z SCALE: A-" = I I-o" 1 Lu D i '`�• - r� PAGE: ;/ _ ;•rr'• 'c,. -- is i I 11_ ILJ O O hl O Z C I. 4"X4'P05TW2"X 2" i = —.—• BALU57ER5*GAP �ti} ti} '' 0'��*s'��. tom£'>��'`sXtis�{yX'• � z AND BOTTOM RAILS TW2t 10 uj Q ———_OUTLINE OF EXI5TING— 2"X f O" R.R. WALL LEGEND: DECK TO BE REMOVED i I I @ 6 O.C. N� I nI I I WAIL TO REMAIN Z DOWNI I ( I ------ TO BE REMOVED NEW DECK 1 °X G"DECK BOARDS _ I f 1 � � 2' X f 0' C.T. l ;,������ NEW CONSTRUCTION p Y p fI ® I 6"O.C. am' J 2"X 6"STUD FRAME EXTERIOR WALL L f b C P-10 INSULATION W/e"CDX PLYWOOD O } 2868 i9I p- Q3j C El I C E f LA '' UM BOA C 1 , � ( 5 I ONI211, h PROVIDE 3- 2"X 8"ti>=ADER5 i5 ABOVE ALL WINDOWS * DOORS GARAGE I I UNLESS OTHERW15E NOTED; MATCH { V N NEW WINDOWS TO EXISTING HEADER 2"X I�0" 12 I HEIGHTS (LOWER FLOOR AREA) t, @IG O.C. N 28G8 I SECTION r AN351 f� �v\45 MINUTE FIRE P,ATED COOP � A Q w `SELF CL051NG HIMGE5, 2'X 10' R,R. S DOOF�SWEEP 4 5TEEL JAh18 I @ I G"O.C_�7 I Q REMOVE EXISTING MUDROO ~ DOW\ < Q DOOR f-JAMB; NEW "X 101, 28G8 RIDG � W TRIMMED OPENING# i � FLOOR SADDLE a o Ah135 I X - 9'-O"X$'-O"DOOR W/ � @1 3- 2"X 10"HEADER 14 C520 STRAPPING 5`O � NO7ln: . PROVIDE WIRING FOR OVERHEAD GARAGE=DOOR AS PER MANUFACTURER SPECIFICATION5 IN ACCORDANCE WITH THE RE51DENTIAL ELECTRICAL.CODE OF NEW YORK STATE U) w ? D p FI R5T FLOOR PLAN z o qj z scaLE: " _ I°-o" z z . � o In 1L1 ' PAGE: 1NAILING SCYIEDULI .2001 515C HIGH VAND EiNfION WOOD FRAME C018TP.IJCTI0,14 MNIUAL JOINT DE5CF;IPTI0N NAIL QUALITY NAIL SPACING RODE FRAMING .... PAREP.TO TOP PLATE ......... AE . S-O'WALL•Z'-'ad- 'EK,jV'ER ........................._............... O .._... . ...__.._..............-.:.. _.._.—_....»............._.. ...».. . ............._............-__............_. ......._............. 10'-0'WALL -.-Ed PEP P_APTL'P_ [n GfIUIJG JOIST TD TOPPLATE TOE IJAJLEO O'WAIL: — .....PEP,JOE°,T ............................. _... ....._ O .._ .... - I O'-D'WALT:4-8d YEP.J0 5T .........................__........................................................._...._-_......___...__........_.._-.._..__...—.._-_.._..�.�-----'-•---..-.—...__.............................._..........._._._..—...................... . CI=iUNr,J013T FO PARALICL PdPTER, PACEIJAJLLTJ SEE TA?J E 3.7 F:GYI LAP CEILING JOIST LAPS OVEI:P`1ac'TIT1Of s FACE!JAILED SEE TAEL[3.7 EACH LAP COLLAR TIC TO RAPE ER R . .... . .FAGC f4kiZD .. .. .- -5EE TABLE 3.4 PEP,TIE U-1 Q _.. ............_._....................._................................._..........._..........._...._»._...._..-----•-----_._........._.._.—_.................._..__. ._—....._.___.................................._.... Be 6LOCYJNG TO RAFTER TOE IIAtLED 2-15d EACH END Lu O RIf..............._.._......._........_....._.....__._._........._............................._........_........... ......................................».___»__._.._...............-•---..............................................._......_».....»...._«..».............. PJId BOARD TO RAPTkP........-,.........._..----......ND IJNLI�._... 2-16d 6A,'r," [IJR z O Gi WALL rRA?AiNGZ TCP PJtTE TC TOP PLATTJ7_- PACC iJNLED 2-16d ' PER FOOT . . ... .. ...."".....""." .. ." ".. . . ...."..---._.._..------.".------ t1] Q Lf1 70P PLATG9 AT 1tJTEPSEC TIOIIS FACE 1JA)LED .#-I Gd _Jam9-F.faGl'1 BTDk 5TUD TO STUD PAGE NAILED 2-16d 24'01C HCADEP,TOHIALTkP, FACEIJAILFJ7 t6d IG'OICALONG-tVGE5 — ._._..._.......- ................................._.._....-._... -......--...."._._ ""...........—. —._.........__. .__......_._..-........_.-_._.._...................._..._....._ TOP QR BQTTQM PLATE'"0 STUD DID(JAIL® -- 2-I Gd PEP 2X4 STUD -...-..........-•---..-----•----------------_...........__..__...........................__..... _...._................................................................ 3-16d FER2XGSTUpz .............._--......._..__^.._................................._..--'-----................_.............«......................_..........._.---__-_.._.—..----.._.......................».............................-..._.......................... . .................................................._........_............................................... .............................,....... ....".....-...-................................................................................................... =1-16d PER 2X8 STUD tu BOTTOM PLATE TO FLOCK}01ST. ......................_........-.... _.. Q > BA14DJOI5T•GID JOIST.OP,BLOCr.ItJG FACE NAILED 2-I Gd PEP.rOOT 0 1 17n LVL RIDGE W1 FLOOR I'RAMING _ __ _ b JO15T TO SILL.TOP FLAT'--o�L"GIRDER 'roc IJATLL-'U� _..............._....._ fid -..___ PER�pIST.._.........................._....._....__...__._ _..___._._..._.... 51MP50N C520 CONNECTOR . .. . . . ..... . . . BRIDGING TO JOIST TOE IJA LED 2-84 EACH EIJD . ALL RAFTERS) ELOCKItJG TO JOi5T TOE IJAILEO 2-84 EACH EIJD ..........._.........._.._..............._.« ............,....................._...........................«..«.................,........,...»........»....».. ............,........«...................................... ................ .........«.... ............�.....��.«...... BLOCriIir, O51LLORTCPFLATE �OENATEED »3-IGd- G.CIIEiOCK ...............".."...................................................__...."............ 2"X 1O" LAYOVER VALLEY- BOLT TO RAFTERS W/8" ARCHITECTURAL ASPHALT _ n J019TLEDGER Of LEDG R TO D FACE AILED 3-Ica EACH JOIST EXISTING H OUSE ROOFING WITH 15#FELT JOLyT Off LEDGER TO LSE-�l,A TOE IIATLED _ __ 3-8d F'ERJDIST P�1taD J019T 70 JOIST EFIDNAtLm 3-16d PCP.JOIST LAG BOLTS, WASHERS s BAFIpJOISTTOSILLaP..OPPLATE TOE...vLI� 2.164 PER FOOT _ STRUCTURE TO REMAIN, G 12 OVER CDx PLYWOOD a x _......r........__..........._..._.:......._._._.................................._......«.._«..,«.............«.,....................«...-..._ __..._-'---....«..............................««...«......... ............_..... AREAS PERIMETERS T VALLEYS ° P.00r 511EATYNNc 1 O"RI C - ---- ---------------- --- • ALL `�,o• ----�8 @ ICE�WEATHER SHIELD 5TRUCTURALPAIJELS .... ""- ----.."... ............ . . .. . ... ... ." SIMPSON C520 CONNECTOR 0, 3 C 4'PEPJMETER EDGE ZONE- 16'0/C-G'AT PANEL EDGES ad AND AT arrEP,MEDIATE surmpTs lit THE rAnELPIELD ......................_.__..__._:.............---................................................................ .......... ..._._...._....._._..................................«...........................«......................«......... `t SIMPSON H7 CONNECT IIJrEPJOP_ZONE-I Cl CVC-G'AT PANEL EDG rr5 AND 12'AT 2"X$" R.R,@ I G"O.G. I \O OPS C Sd 115I!PJ 1EDtAT[SUPPORTS IN THE PANEL FIELD (n c FOP_P.QOP SHEATHING 1d(THIN 4'-O'OP THE FEPJMETEP.EDGE Or THE ROOr,INCLUDING.4--O-ON CCtl SIVE'OF THE War PEAK,THC•I'-O'PEPJMLTEP. FASCIA, VENTED SOFFIT, � s EDGE ZCNE ATTACMMEIf'P.EOUIPJ'MEFRS SHALL Bk U5[D. •j _...._._._...._—....._.r..........................._._._...._..._...._........_..__..._...__........._..........._..._... --- -- __ __._. — sa ... . .........................................................__...__.................... 2"X 10"G.T. @ I G"O.C. RAFTER OVERHANG CEILING SHEATHING I I' v GYPSUM LVALLBOArm Sd COOLERS 7'EDGE/10'MELD 2"X 8" G.J. @ I(;"O.C. 3- 2"X 8"HEADERS; WALL stleATluNG R 30 INSULATION z"GYPSUM BOARD PROVIDE SIMPSON G520 in _.......,.._.._._..........._......._.........................»..................................................--_......_�.___....._ _.___..................__.....__....._._.........................................._.....__.._................ 5TRUGTURJIL PAt IE15 _ ad 4'EDGE ZONE- 1 G'01C-G'AT I'ANR PDC-ES AND 12'AT ON ALL SURFACES STRAPPING ABOVE ALL NEWNJi kPhgkT.7SUPPORTS Ill THk PANEL rik.D 8d IIITI'PJORZOIIE-I E'01C-G'AT PANEL EDGrB AND 12'ATWIN DOWS EXTERIOR DOOR) • +!: Illi PJ.IEDIATE SUPPORTS III THE PAN MOD I E eL b MUDROOM GARAGE 2"x G"5T Z FIEEP,EOAROPNJElS 71!6' Cd 3 EDGEIE FIELD iv UD FRAME EXTERIOR O ...._................................................................................."........................................... .......".."...:...........-......................... ....................................-•--'--•--................................................................... .1 25!32' ad 3'EDCEl6'rtiELD - WALL @ IG O.C• WI R-19 IN5L)LATION — GYPSUM tYALLBOAPD S..COOLERS.._._....__7'EDGE i 101 FIELD............._................................._........................_.... ad 4'EN E ZOt1E- I C*CVC-G'AT PANEL tDGE5 AMD 12'AT NOTE: �� �e'CDX PLYWOOD SHEATHING _ MARDL'OARD IIiTPPMCDIATESUPPOP.T5RITHEPAFIELFIL'LD ALIGN FI�IiSH FL07R HEIGHTS 4 PLYWOOD SUBFLOOR � W1 TNEK'HOUSE WRAP; SIDING TO _..................---.._......:-..........................._..._....._....... __ .......... ..._...._......_._.......... _.».__.._. _..._........_....._.__R.........-........................................................., ad IIJrEF1ORZ01IP_-IE'OIC-61ATPANEL EDGL5AND 12'ATNEW WITH EXISTING KITCHEN 2"X 8" F.J. 9 TO MATCH EX15TING ON HOUSE 11TCRMEDIATE 5Ur'PORTS IN THE PANEL MELD J. @ 16"O.C. Q P,19 INSULATION 2"X G°ACM SELL PLATE r1.00R sr1EAn1wG � � - � - OVER TERMITE SHIELD STRUCTURAL PANELS-L'OR LP55 ...........................ad..------................. G'EDGe f.1��Flei.D......................................_...................-•-------.--........ OVER SILL SEAL; a Nshng reePircment�xe baxd rn wAI auathmg na,led 6 lncheaO.G.st tMe pa,d edgc. if w11 dieathing/a naaed 3 mcheo O.G.a:the Panel edge Yo wtmvi PROVIDE 51MP5ON C520 E LLJ higher J�ez enac hea n:1hn3 reyercnents ler structural members hdi be cloubled.or altercate crnneetml Wch as bh+ r Plates shall be wed to mamb"the WI LPT4 CONNECTORS .n Icacl�.-ah. 4"POURED CONCRETE 5LA13 v J ......._...._......................._.................._..............._..................._........_.............._.....................____...._....._...._......_..._.._........._.................._........._........._............_.............._.............._........... CRAWL SPACE ON COMPACTED FILL WITH '_When wdt J�ea:lung q eatu-oo"over ecrneeted membem,the tabulated wmbu d rtals--hR be Permitted to be reducc4 to.!;!6d sad Per tact_._-- , BDI" ..........................................................................._.................... ..... . Js DIAMETER ANCHOR T5 b Carrs-vc'rEnttank I1 •a ef0din nmloand 1G esb eoarc enr.f. d,chec!_15Claxldificnalre irements. W.W.M. W17' MIN. DEPTH @ 48 O.C. W/ X 6l IOX !O M GAUGE WIRE(TYP. GARAGE) MIN. 3'X3'x'3"WASHER @ PLATE NEW 8"POUND CONCRETE FOUNDATION WALL W1 P-4"X 8'd. FTG.; PROV, 2- 94 "BAR IN FOOTING (TYPICAL ALL AfA5) BUILDING SECTION "ATI SCALE: 4 = I'-0" EXISTING HOUSE STRUCTURE:TO U REMAIN Z UT d0 I I0"RIM BOARD (_D AROUND LU FLOOR HEIGHT "X G" DEGIJNG 2- 2"X 8"AGQ GIRDER D mu APPROX. I 2 )X 10"ACID F.J. @ I G" 0.C. BOLTED THRU P05T W1 N PROV. H4 (2) -2'CARRIAGE BOLTS CONNECTOR Z rJ O � 24 X I O"ACQ LEDGER BOLTED SIMPSON ABU44 3 TATTLE R30 I .G TO HOUSE FRAME WITH 5" M CONNECTOR(TYP) Z z ..............__.._.........................................................................................................................._.__..__._..._................................ "LEDGERLOK"SCREWS, @ I G"O.C.; Zz 't5 HANG R.J. FROM LEDGER WITH 4"X 4"ACIDPOST5 ON 8" 0 ALLOWABLE DEFLECTION OF STRUCTURAL MEMI BERS SIMPSON LU25 CONNECTOR SONOTU15C Wl POURED 5 STRUCTURAL MEMBER ALLOWABLE DEFLECTION CONCRETE FOOTING, FLARED � �o Rafters hav11>+7 scores g realer L!130 TO 20"X 8"DEEP;TYP. BOTH LL_!, than 311 2 with no finished Gei attached to rafters Interior walls 4 partitions N/1 SO Floors A,plastered ceilings L/3(;0 DECK SECTION All other structural memebem L1240 Exterior walls with pla5ter or H/3901 11 ' ' Stucco finis-11 � = I -0f' PAGE: .t: Exterior walls-wind loads with L/2.40 brittle flnmhe5 Exterior walls-wind loads with L/120 Flexible Finishes GENERAL NOTES: • The Information on this set of construction documents is to relate basic design FRAMING NOTES: PLUMBING 4� HVAC NOTES: Intent and framing details. They are Intended as a construction aid,not as a substitute for generally accepted good building practice and are in compliance with V All lumber is to be Douglas Fir#2 or better at I G"on center • All plumbing work shall be done by a duly licensed plumber and must conform and adhere current New York State building codes. The general contractor Is responsible for to all New York State building codes 4 saftey requirements. providing standard construction details and procedures to ensure a professionally • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation finished, structurally sound and weatherproof completed product. refers to current arsenic-free treated wood standards and shall take the place of'CCN • if wall plates or Joists are cut during the installation of plumbing fixtures or equipment Z General contractor to coordinate all subcontractors,scheduling of work and contractor must_provlde appropriate bracing to tie framing back together. U interaction between trades. 0All TJI'5 are to be Installed in accordance with the manufacturer's specifications and shall Include Squash blochn web stiffeners at bearing points on girders and other load bearing areas • UJ q 9 9 P g 9 baseboard heating is to be hot water and zoned. Plumbing contractor is to 0) �• • The contractor Is responsible For ensuring that all work and construction meets adequately size the system and place the baseboards in an unobstructive location in each room ❑ — L or exceeds current federal,state and local codes,ordinances and regulations,etc. Structural Steel A5TM A3G- F1'- 36 K51 required to recieve heat. Minimum of one thermostat for each zone will be required. b N 4 These codes are to be considered as part of the specifications for this building plan, 0 [ • All straps,connectors, plates,bolts,naris,etc. are to be galvanized. Designated connectors, straps, � (1)• Mechanical subcontractor is responsible for adhering to all applicable codes and ::) U) • If In the course of construction,a condition exists which disagrees with that as etc.on these drawings are my by Simpson unless otherwise indicated. All connectors,straps,etc.are to be 5aftely requirements. V0 Q U) ; indicated on these drawings, the contractor shall stop work and notify the designer nailed/bolted In accordance with the manufacturer's specifications. it the engineer immediately. Should he-fol to follow this procedure and continue work, he shall assume all responsibility and liability ansing therefrom. • HVAC subcontractor to fully coordinate system data it requirements with the • All floor sheathing is to be a'AC type plywood, tongue 4 groove and shall be glued and screwed to equipment supplier and to provide final system layout drawing and submit it to general contractor, Z • Dimensions take precedent over scale-DO NOT SCALE DR.AWiNG5. the floor joists(G"o.c.edges 4 12"o.c. held) owner and equipment supplier for final review R approval. w LIJ • The designer has not been engaged for construction Supervision and assumes no 9p Solid blocking Is to be installed every B-0"max,or mid span of all floor Joists with spans exceeding ELECTRICAL NOTES' ❑ tf) � L responslbitity for construction coordinating with these plans,nor responsibility for 6-0". Blocking is to be Installed at all point load bearing points. construction means, methods, techniques,sequences or proceedures or for saftey precautions and programs In connection with the work indicated. There are no • Install double joists under all partitions running parallel • ASI electrical work to L-e BOARD OF FIRE UNDERWRITEf2.5 approved and to Include warranties for a specific use expressed or implied In the use of these plans. Installation of fixtures 4 specifications as Indicated on plans. Light fixtures to be supplied by • Contractor to provide hardwired Smoke detectors,with battery back up,and with • All exterior wall headers to be 2-LVUs as Indicated on floor plans 4-sections and all interior owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install no Intervening switches,on all floors and in each bedroom.Verify with local code headers are to be 2- 2'x 8"unless otherwise noted. All headers exceeding 5'-0"shall have a double all outlets as per code. All work is to be done in strict accordance with the New York State Code f requirements as per 5ection R3 17 New York State Residential Construciton Code. Jack stud with a single king stud 4 on exterior walls provide double sill plate(typical). by a licensed electrician, All new switches 4 outlets to be Levition,standard,supplied 4 Installed Install carbon monoxide detectors as per code. by contractor. Contractor to do all hook-ups as required for bathrooms. f c FOUNDATION NOTES: • Provide Insulation baffles at cave vents between rafters and soffit vents as Indicated o C on plans � 3 ( • General contractor to rewew,plans,elevations and details to determine Exterior flashing 15 to be adequately installed at all connections between roofs, walls, Z intended heights of finished Floor above typical grade. chimneys, projections and penetrations as required by approved constrction practices. p� (t} OC v q �T • outings shall bear on undisturbed sad within bearing capacity of 1.5 tons/sq.ft. FLOOR PLAN NOTES' 4J F a m t • Concrete shall be FC= 3,500 P51 @ 28 days � L, • Dimensions shall take precedent over scale drawings,DO NOT SCALE DP.AWINGS • Concrete on 4"sand or gravel fill minimum,with GxG- I O/10 welded wire mesh All Interior walls to be covered with 2"gyspusm board with metal comer reinforcing. All reinforcement. Interior slabs to be placed on 6 mit. stabilized polyethylene vapor banner. Welded wire mesh Is to be placed in the top third of the slab and is to be drywall products.Including gypsum board,screw,joint compound, tapes✓F trim shall be U.S. adequately supported by precast concrete bar supports to assure that the reinforcement Gypsum Co.or approved equal. All joints shall recieve 3 coats of joint treatment.Sand final 0 Is held in positron during concrete placement and finishing. coat to a uniform smooth surface. All walls,ceiling and interior of closets to be taped and IJOTCHED RAFTER — RAFTER z 5packled, 3 coats, ready for paint. RAFTER RIDGE — RAFTER Y o O • Isolation Joints are to be Installed between the slab and the walls, Use preformed RIDGE _ Joint filler that is to be tut 112"below the slab surface and the resulting joint is to be tilled • Insulation ratings and installation locations as Indicated on floor plans+:sections TOP PLATE TOP PLATE with an elastomeric joint sealant. • �p O • Walls common to garage and house to have a layer of R"fire rated gypsum board at WALL STUD WALL STUD Q • General contractor to install cop-r-tex(or copper)sheet metal termite sheilds garage side with 5'-0"return on adjacent walls 4 f ceiling. Provide 2 layers ofire rated between all wood surfaces that are exposed to concrete or masonry surfaces. qypsum board on all engineered lumber as required by manufacturer Specifications TYPICAL RIDGE:TO RAFTER.STRAPPING TYPICAL RIDGE SCAM TO RAFTER STRAPPINGGI, TYPICAL P.AFTEP.TO WALL STUD CONNECTION ALTERNATIVE P.AFfisR TO WALL STUD CONNECTION • Dampproof exterior of foundation wall with a bituminous coating; f=oundation 0 All bath 4 kitchen area walls and ceilings adjacent to wet areas to have water resistant Q excavation Is not to be backfilled prior to the installation of the floor framing. drywall,and provide wonderboard for all areas set to recieve tile. W t O 2ND.FLOOR WALL 5TUD O CJNG 5TUD5 WOOD JOIST rJ WOOD J015T 2ND.FLOOR,PLATE CRIPPLE STUD O SUBFLOGR BLOCKING 10151 HA14GER R1M BOARD a HEADER O 1 GIRDER/HEADEP. WOOD G}RDER i 15T.FLOOR.TOP PLATES JACK STUDS IN—O WOOD J015T O 15T FLOOR WALE.STUD 3 JOt5T FRA1vitNG OVER.WOOD GIRDER J015T FRAMING FLU5H WITH GIRDERrHEADCR TYPICAL HEADER.CONNECT!ON TYPICAL MULTI-5TORY CONNECTfON5 GENERAL WIND PROTECTION CONNECTION NOTE5 Adapted from Standard for Hurricane Resistant Residential Construction; 55TD WALL 5TUD J METAL HOLD- 10-99 and 2001 SBC High Wind Edition Wood Frame Construction BOTTOM PLATE DOWN STRAP WALL Jl SUB FLOOR 38-1 5 AS PER Fasteners and Connectors for Wood Frame Construction WALL SATE �j DOUBLE JUST NAIIS A5 PCP. BOTTOM PLATE 15T,FLOOR WALL STUp —3-2714'WD 5TUDMANUFALTUREP. 15ATHTU13 !. A continuous load path be footings, foundations walls, floors, 5tud5 and DDUBLE?0157__� """LD*WALL �X4'51LL TYP IST.FLOOR PLATE PLATE r cp roof framing shall be provided. 5UBFLOOR �J ftiM BOAPJ7 PJM J015T TYP. UJ Z 2. Approved connectors, anchors and other fastening devices not Included in . DOUBLE J015T FOR NOH-BEAPJNG WALLS DBL S1LL PLATEDOUBLE SiLL PLATE the Standard Budding Code, Table 2306. I shall be lnstailed m accordance with DOUBLE JOfST FOR UNDER.A BATHTUB FOUbipATlOr+l WALL ANCHOR.BOLT (I)+?A P,EBAR IWmanufacturer's recommendations. 5VEAR CONE-MIN. 12•LENGTHPROVIDE 1/2'SPAC3ING �+ 30•MpOuraDATIOrI3. Metal plates, connectors, screws, bolts, and nails exposed directly to the BETw[EiNTrIE EiND STUDAIND THE 2 OTHER STUDS P`_BAR LENGTYP.weather or subject to salt corrosion In costal areas, shall be stainless steel or FOR ALLOWING 1/2Mil, ( a hat dipped galvanized. SILL GASKET HOLDDOWN I145TALLATIO14 CONVECT CORNER.5TUD FROM CORNER U O Q TO TRAri5FEP.SHEAR 15T.FLOOR TO FOUNDATIObl CONNECTIONS C FASTEN WiTH(2) 1 Gd r ` TERMnE SHIELD ' COMM011 NAtL5 @ 6.O.G. Z �J 4. Where Windows and doors Interrupt wood structural panel sheathing and DBL.SILL pLATE5 / METAL HOLD-DOwtJ/UPUFT•ANCHOR `L 51ding, framing anchors or connectors shall be provided at the top and bottom (10 OVrRLAP JOINT5} SIDEWALL ---zO EUDWALL 0 of cripple studs, header studs, and at least one stud at each side of opening. FOUNDATION WALL WIND R1;5I5TANT CONSTRUCTION CONNECTOR5 SHEAR WALL CORNER CONNECTIOr-f CONNECTION LOCATION: PART NUMBER- NOTE5.- 5. Ridge straps shall be attached to each pair Of opposing rafters except where RiDGE-TO-RAFTER5 C520 a 21" APPLY TO EACH PAIR OF RAFTERS W collar ties of I xG or 2x4 lumber is located In upper third Of attic space and SILL PLAT[5 TO FOUNDATION ANCHOPJNG RAFTER-TO-WALL H7 APPLY TO EACH RAFTER. Q attach to each pair of rafters. G. Uplift connectors shall be provided at each rafter beanng. RAFTER-TO-PLATE 1116 or H2.5 APPLY TO EACH RAFTER 7. moor to floor hold-downs to be provided every 48, and every I G"within 4' CONSTRUCTION DETAIL5 It WIND LOAD PATH CONNECTION DETAIL5 PLATE-TO-WALL 5TUD C520 @ 15' APPLY TO EACH WALL STUD of exterior corners, x103'TO SCALE -"•""-'"' 2ND.FLOOR WALL-TO-15T.FLOOR WALL LFTA or C520 3G" APPLY TO EACH WALL STUD HEADER-70-JACK 5TUD C520 o 12" APPLY TO EACH JACK STUD 8. 5111 Plate to Foundation Anchorage: Sill plate shall be anchored to the y . , `• CPJPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE 5TUD foundation with anchor bolts having a min. bolt diameter of 518"and 3"x 3"X '`+ ' � SHEAR WALL HOLDDOWN ANCHOR 55TR I GJ�Z:E LY TO EACH 51DEWALL ENO PAGE: 1/5"washers. A minimum of one anchor bolt Shall be provided within G to 12 UNDER DOUBLE SILL PLATE\, 15T.FLOOR.-UNDER-51LL PLATE 0520Inches of each end of each plate. Anchor bolts shall have a minimum embedment % �, WITH 3^50UARE WASHERS} of 7 Inches in concrete/ masonry foundations. Anchor bolts shall be located ` USE THE FOLIMI114G OR APPROVED SIMF50N METAL COrrNEGTOILS FOR PPJ7PER VnND RESISTANT COb15TPUCTION. within 12 orches of corners and at spacing not exceeding 4 feet on center. FOLLOW MANUFACTURECOMENDED INSTALLATION INSTRUCTIONS TO ACNIEvf MAxIMUM UPLIFT LOAD CAPACITY. _ .` �- : �, PJ:z i •`7 552'40150"W 100-421 1n 4 EL o Lu z 6i Lu cn O Q z 0 tn m � iv z <c r a to o a C OUTLINE OF EXISTING OUTLI E OF GA GE u c DECK BEING REMOVED BEI NG REMOVE Be � Cr NEW DECK ,2 �. 18'-Q" lV ' NEW GARAGE 51TE PLAN N ! f t W SCALE. 33zn — 1,-On o / 5CTM: 1000- 1 OG-07- 12 _ j_ / O Information taken from ; ; �- 11_o. d'• survey prepared by EXISTING HOUSE f8,6. a--11'-31/2° Joseph Inge ino, Land Surveyor L Acluebogue, New York NEW B EZEWAY dated December 3, 1997 PROPERTY AREA5: Ex15ting Lot area: 13,9985q.ft. House (ex15ting): 917 5cl.ft I 1 Deck (ex15t1ng): 2G4 5cl.ft.Garage (existing): 375 5cl.ft. Total area: 1556 OUTLINE OF BUILDING ENVELOPE Existing lot coverage: 1 1 . 1 % New Deck: 144 5cl.ft.t. Z New Garage � Breezeway: 508 5cl.ft. Total New Area: G52 5cl.ft o Ex15tin6j deck * garage to be removed m ; Area being demolished: G39 5cl.ft. U O } Total Area: 15G9 5cl.ft. > Q U z TOTAL LOT COVERAGE: 1 1 .2% o Z z o Area of Construction Includes: — emove old and build dec 144 561.ft. z iLJ Remove old and build garage 508 5q.ft. D Extent of Construction Land Disturbance: 652 sq.ft. _ N7702000T 100.01 PAGE: RUTH ROAD 1;