Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
40339-Z
Town of Southold 10/21/2016 P.O.Box 1179 a 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38604 Date: 10/18/2016 THIS CERTIFIES that the building RESIDENTIAL ACCESSORY APARTMENT Location of Property: 3200 Reeve Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 100.4-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/4/2015 pursuant to which Building Permit No. 40339 dated 12/11/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING COVERED PORCH, AND ACCESSORY APARTMENT WITH WOOD DECK AND COVERED LANDING,AS APPLIED FOR The certificate is issued to Casey,James of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0055 09-26-2016 ELECTRICAL CERTIFICATE NO. 40339 09-27-2016 PLUMBERS CERTIFICATION DATED 10-14-2016 ,�. Zee's Plumbing Autho ' ed Signatu TOWN OF SOUTHOLD Frot,yr�oG` BUILDING DEPARTMENT TOWN CLERK'S OFFICE °off, • � , , SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS J UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40339 Date: 12/11/2015 Permission is hereby granted to: Casey, James 3200 Reeve Rd Mattituck, NY 11952 To: make additions and alterations to an existing single family dwelling to include a residential accessory apartment. At premises located at: 3200 Reeve Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 100.-1-4 Pursuant to application dated 12/4/2015 and approved by the Building Inspector. To expire on 6/11/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $652.80 CO -ADDITION TO DWELLING $50.00 tal: $702.80 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 oi-new use-. l 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 UndeiAvriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Counnercial building,industiial building,multiple iesidences;and similar buildings and installations,a ceitificate 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-conforining 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 550.00. Swimming pool$50.00.Accessory building$50.00.Additions to accessory building$50.00.Businesses$50.00. 2 9 ;,. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy or Certificate of Occupancy-S.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. Oct. 30, 2015 New Construction Old or Pre-existing Building: X (check,one) Location of Property: 3200 Reeve Road Mattituck House No. Street Hamlet Owner or Owners of Property: ' James F. Casey & Mary M. Casey Suffolk County Tax Map No 1000.Section— 100 Block 01 Lot 14 Subdivision Filed Map.___Lot: Pe unit No. Date of Pe alit. Applicant. Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request fol. Temporary Certificate Final Certificate: X (check one) Fee Submitted: S 50.00 App PicanotSOgnatu�_e _ Ap OF SO!/r�®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roper.richert(aD-town.southold.ny.us Southold,NY 11971-0959 Q lyc4UNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Casey Address: 3200 Reeve Road City: Mattituck St: New York Zip: 11952 Building Permit#: 40339 Section. 100 Block: 1 Lot 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Raymond Electric License No: _ 5141-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 17 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 3 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 17 CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture 2 HPumps Transformer Appliances 2-D Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 31 Twist Lock Exit Fixtures TVSS 11 Other Equipment: 1- Paddle Fan, 3- Exhaust Fans, 2- Electric Ovens, Gas Cook Top Notes: Inspector Signature: Date: September 27, 2016 0-81-Cert Electrical Compliance Form.xls Town Hall Annex �O l0 Te_lephone(631)-7634$02 54375 Main Road Fax(631)765-9502 P.O_Box 1179 Southold,New York 11971-0959 •- BUILDING DEPARTMENT t/ TOWN OF SOUMOLD - OCT 9 8 2016 StMaING DEPT. '1�0�VN OF SOUI'ROLD -CERTIFICATION - Date: Building Permit No. V© 33/ Owner: Plumber: J 2,,% (Please print) 1 certify that the solder used in the water supply-system contains less-th_ an 2/10 of 1'%. lead. (Plunkirs Signature) Sworn to before me-thist c day of 20 Notary Public, County DEBORAH H.VAN DUZER - NOTARY PUBLIC,STATE OF NEW YORK Region No.OIVA6186177 Qualified in Suffolk County Comminion Bxpireo April n,20_a0 J ' �� �o�00F SOUTyOIo cOUNTI,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION- FRAMING / NSULATIONFRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: � e- 7---� '14 ZD DATE INSPECTOR 33 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I -SPECTION ', N DA ! TION I 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 3-31 cou�m,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FO DATION IST , [ ] ROUGH-PLUMBING [ ] UNDATION 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 Of SOpr�olo TOWN OF SOUTHOLD BUILDING DEPT. � � 765-1802 -4 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: � � lL DATE �� �� INSPECTOR Yi,"9 3 fjf s 0 cou TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC N [ ] FOUNDATION IST ROUG2HPLUMBING [ ] FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION I_9�KING REMARKS: , 6:9� r DATE 18 1/63 - INSPECTOR rsf 3 0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION 1ST U!GH PLUMBING 7 r SUL ] FOUNDATION 2ND INSULATION ] FRAMING / STRAPPING FINAL, ] FIREPLACE & CHIMNEY FIRE AFETY INSPECTION FIRE RESISTMT CONSTRUCTION ]/FIR RESISTANT PENETRATION ELECTRICAL (ROUGH) ECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DAT if - INSPECTOR SOpT�o cOUNi`l,� TOWN OF•SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ATIO [ ] CAULKING REMARKS:— DATE EMARKS:DATE o-7og 6 INSPECTOR BLp OE SO(/T - hod yolo cOUNi`l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING /STRAPPING [ FINAL �9 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] 'ELECTRICAL (FINAL) REMARKS: ae c• a. DATE INSPECTOR SOUlyolo cOUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] -ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) r . REMARKS: DATE �� �'� 1 N S P E C T 0 R r• r r �. . . . . r . rt .e-. r: r Am- FAA r . . n'll rte_ %s. rJ �r '` i _ ;r �� �; • u - • t �r, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or}reed the following,before applying? TOWN HALL Board of Health_ yes SOUTHOLD,NY 11971 4 sets of Building Plans VeS TEL: (631) 765-1802 Planning Board approval no FAX: (631) 765-9502 Survey yes SoutholdTown.NorthFork.net PERMIT NO. Z10 5 Check no Septic Form N.Y.S.D.E.C, 1 Trust"s Flood Permit Examined ,20 l i Storm-Water Assessment Form ontact: DEC - 4 2015 Approved ,20 Mail to: TOM Samules Disapproved a/c _ 25235 Main Road, Cutchogue Phone: 631 734 6405 Expiration 20--L- Bm ding Inspi6ctor APPLICATION FOR BUILDING PERMIT 0 � � � Date , 2015 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 shal I 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) 25235 Main Road Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor,electrician, plumber or builder Architect Name of owner of premises James F. Casey & Mary M. Casey (As on the tax roil or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3200 Reeve Road Mattituck NY 11952 House Number Street Hamlet County Tax Map No. 1000 Section 100 Block. 01 Lot -- Subdivision Filed Map No. �Otluo*A,01t z-Iii b Ri'min eto:a;&N..'^•30 e,,n4(4x3 noicattrrr oft 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy SINGLE FAMILY RESIDENCE b. Intended use and occupancy SINGLE FAMILY RESIDENCE 3. Nature of work(check which applicable):New Building Addition X Alteration Repair Removal Demolition Other Work 60,000 dollars (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number,o_f dwelling units on each floor If garage, number of cars `"-Q, 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front 48.5 FT Rear 48.5 FT Depth 48.6 FT Height 23.6 FT Number of Stories 2 Dimensions of same structure with alterations or additions: Front 48.5 FT Rear 48.5 FT Depth 48.6 FT Height 23.6 FT Number of Stories 2 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 100.18 FT Rear 100.05 FT Depth 210.19 FT 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R -40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded?YES NO_X`Will excess fill be removed from premises? YES X NO James & Mary Casey 3200 Reeve Road 298 0117 14. Names of Owner of remises Address Phone No. Name of Architect om Samules Address25235 Main Road Phone No 734 6405 Name of Contractor Address Phone No, 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 X * 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (N me of individual signing contact)above named, (S)He is the &C�4A�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. Swo q before me t - h day of 20 atarryy,Public Signature of Applicant SABRINA M BORN Notary Public,State'of New York No.01506317038 Qualified in_Suffolk County Commission Ekpires Dec.22,2018 Scott A. Russell ��° STO1k1\\1[WA\' 1E1k SUPERVISOR U MAMA\,G IEMLENT SOUTHOLDTOWN HALL-P.O.Box 1179 o Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 '� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) _ -_-- --.__.._.-----__ _ __._.__________._.._._____....._....__._.__._..___ _._._____- _ DOES THIS PROJECT 1NVO VE AdNY OF THE FOLL WINTG: j• (CHECK ALL THAT APPLY) Yea No J ❑E] A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. El[D B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to !; 100 feet of horizontal distance. ! i ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑❑x E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse, j ❑ x❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management 1 Control Plan was received by the Town and the proposal includes IE in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. —APPLICANT (PropertvOwnei,DeugnPiofessronal,AgentContractor Other)V S•C.T.M. �: 1000 Date ''° Dntnct 10-30-15 `AMIE Tom Samuels,Architect 100 01 14 ovum+ Se(Iion Block Lot }°C)IZ BU[LDiNIG DEPAR I�4I N'1' [SG U�ILY �h Contact Infotmatio,t 631 734 6405 ' Reviewed By: i — — — — — — — — — — — — — — — — — — I Date. Property Address/Location of Construction Work: — Approved for processing Building Permit. 3200 Reeve Road,Mattituck,NY 11952 ( Stormtvatei Management Control Plan Not Requued. [i[i l — — — — — — — — — — — — — — — — — Ef ❑ Stormy+ater Management Control Plan is Requued. (Foiwaid to Engineei ing Depaitment fol RevievQ FORM 4 SNiCP-TOS MAY 2014 - �o��oTr SO ryo` Town Hall Annex Telephone(631)765-1802 54375 Main Road cnpax(631)765-g5 P.O.Box 1179 e__ @ roger dcher0-fd-Wn.sout110 5 ny us Southold,NX 11971-0959 �O ���OUN•I`I,�c� i BUILDING DEPARTMENT ' TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ��j c � Date: Company Name: p�� � �✓ GgG Name: License No.: Address: - i ' Phone No.: ,- I JOBSITE INFORMATION: (*Indicates required information) *Name: Z -_7-Z GAS i *Address: o2p� vti' uG� *Cross Street: — *Phone No.: 04 –T7 JJ' — - Permit No.: Q Tax-Map District: 1000 ection:– j oo _ Block:�_ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) • - 1 I (Please Circle All That Apply) Is job ready for inspection: YES j Rough In Final *Do,you need a Temp Certificate: YES/ NO I Temp Information(If needed) � 'Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form +c)c) �I ,f New York Residential Lease Agreement THA LEAS�AGREEMENT(hereinafter referred to as the"Agreement")made and entered into this ,.1 day of j� 20 f6_,by and between (hereinafter referred to as"Landlord")and -Sirl 00 (hereinafter referred to as"Tenant") WITNESSETH: WHEREAS,Landlord is the fee owner of certain real property being,lying a d situate in ��1 County, New York,such real property having a street address of :392 RoQ__ d4etlLu Py /19$o4 (hereinafter referred to as the"Premises"). 0- WHEREAS, WHEREAS,Landlord is desirous of leasing the Premises to Tenant upon the terms and conditions as contained herein;and WHEREAS,Tenant is desirous of le ing the Premises from Landlord on the terms and conditions as contained herein; I NOW,THEREFORE,for and in consideration of the sum of TEN DOLLARS($10.00),the covenants and obligations contained herein and other good and valuable consideration,the receipt and sufficiency of which is hereby acknowledged,the parties hereto hereby agree as follows: 1. TERM. Landlord leases to Tenant and Tenant leases from Landlorq the above described Premises together with any and all appurtenancestato,for a term of Lg- A104tw [specify number of months or such term beginning on VFW 20M,,and ending at 12 o'clock midnight on �,� ( , IPO( 2. RE The total ant for t term hereof is the sum of 1 DOLLARS($ p n the da of each month of the term,in equal installments of DOLLARS($ LS'= — ) first and Inst i stallments to be paid upon the due execution of this Agreement,the second installment to be paid on Ju ( Sb All such payments shall be made to Landlord at Landlord's address as set forth in thd preamble to this Agreement on or before the due date and without demand. 3. D E DEP SIT.ap Up n the due execution of this Agreement,Tenant shall deposit with Landlord the sum of DOLLARS($ IjTQD )receipt of which is hereby acknowledged by Landlord,as security for any damage caused to the Premises during the term hereof. Such deposit shall be returned to Tenant,without interest,and less any set off for damages to the Premises upon the termination of this Agreement. 4. USE OF PREMIE The Pre ises hall a ed and occupied by TenaJt a d nan's immediate family, consisting of�c70� �f �,�q �,ExSB•1 ��+'+�?�� exclusively,as a private single family dwelling,and no part of the Premiss shall be used at any time du mg the term of this Agreement by Tenant for the purpose of carrying on any business,profession,or trade of any kind,or for any purpose other than as a private single family dwelling. Tenant shall not allow any other person,other than Tenant's immediate family or transient relatives and friends who are guests of Tenant,to use or occupy the Premises without first obtaining Landlord's written consent to such use Tenant shall comply with any and all laws,ordinances,rules and orders of any and all governmental or quasi-governmental authorities affecting the cleanliness,use,occupancy and preservation of the Premises. 5. CONDITION OF PREMISES. Tenant stipulates,represents and warrants that Tenant has examined the Premises,and that they are at the time of this Lease in good order,repair,and in a safe,clean and tenantable condition. 6 ASSIGNMENT AND SUB-LETTING. Tenant shall not assign this Agreement,or sub-let or grant any license to use the Premises or any part thereof without the prior written consent of Landlord. A consent by Landlord to one such assignment,sub-letting or license shall not be deemed to be a consent to any subsequent assignment,sub-letting or license. An assignment,sub-letting or license without the prior written consent of Landlord or an assignment or sub-letting by operation of law shall be absolutely null and void and shall,at Landlord's option,terminate this Agreement. 7. ALTERATIONS AND IMPROVEMENTS. Tenant shall make no alterations to the buildings or improvements on the Premises or construct any building or make any other improvements on the Premises without the prior written consent of Landlord. Any and all alterations,changes,and/or improvements built,constructed or placed on the Premises by Tenant shall,unless otherwise provided by written agreement between Landlord and Tenant,be and become the property of Landlord and remain on the Premises at the expiration or earlier termination of this Agreement. 8. NON-DELIVERY OF POSSESSION. In the event Landlord cannot deliver possession of the Premises to Tenant upon the commencement of the Lease term,through no fault of Landlord or its agents,then Landlord or its agents shall have no liability,but the rental herein provided shall abate until possession is given. Landlord or its agents shall have thirty(30)days in which to give possession,and if possession is tendered within such time,Tenant agrees to accept the demised Premises and pay the rental herein provided from that date In the event possession cannot be delivered within such time,through no fault of Landlord or its agents,then this -' Agreement and all rights hereunder shall terminate. 9. HAZARDOUS MATERIALS. Tenant shall not keep on the Premises any item of a dangerous,flammable or explosive character that might unreasonably increase the danger of fire or explosion on the Premises or that might be considered hazardous or extra hazardous by any responsible insurance company. 10. UTILITIES. Tenant shall be responsible for arranging for and paying for all utility services required on the Premises. 11. MAINTENANCE AND REPAIR;RULES. Tenant will,at its sole expense,keep and maintain the Premises and appurtenances in good and sanitary condition and repair during the term of this Agreement and any renewal thereof. Without limiting the generality of the foregoing,Tenant shall: (a) Not obstruct the driveways,sidewalks,courts,entry ways,stairs and/or halls,which shall be used for the purposes of ingress and egress only; (b) Keep all windows,glass,window coverings,doors,locks and hardware in good,clean order and repair; (c) Not obstruct or cover the windows or doors; (d) Not leave windows or doors in an open position during any inclement weather; (e) Not hang any laundry,clothing,sheets,etc. from any window,rail,porch or balcony nor air or dry any of same within any yard area or space; (f) Not cause or permit any locks or hooks to be placed upon any door or window without the prior written consent of Landlord; (g) Keep all air conditioning filters clean and free from dirt; (h) Keep all lavatories,sinks,toilets,and all other water and plumbing apparatus in good order and repair and shall use same only for the purposes for which they were constructed. Tenant shall not allow any sweepings, rubbish,sand,rags,ashes or other substances to be thrown or deposited therein. Any damage to any such apparatus and the cost of clearing stopped plumbing resulting from misuse shall be home by Tenant; (i) And Tenant's family and guests shall at all times maintain order in the Premises and at all places on the Premises,and shall not make or permit any loud or improper noises,or otherwise disturb other residents; (j) Keep all radios,television sets,stereos,phonographs,etc.,turned down to a level of sound that does not annoy or interfere with other residents; (k) Deposit all trash,garbage,rubbish or refuse in the locations provided therefor and shall not allow any trash, garbage,rubbish or refuse to be deposited or permitted to stand on the exterior of any building or within the common elements; _ (1) Abide by and be bound by any and all rules and regulations affecting the Premises or the common area appurtenant thereto which may be adopted or promulgated by the Condominium or Homeowners' Association having control over them 12. DAMAGE TO PREMISES. In the event the Premises are destroyed or rendered wholly untenantable by fire, storm,earthquake,or other casualty not caused by the negligence of Tenant,this Agreement shall terminate from such time except for the purpose of enforcing rights that may have then accrued hereunder. The rental provided for herein shall then be accounted for by and between Landlord and Tenant up to the time of such injury or destruction of the Premises,Tenant paying rentals up to such date and Landlord refunding rentals collected beyond such date Should a portion of the Premises thereby be rendered untenantable,the Landlord shall have the option of either repairing such injured or damaged portion or terminating this Lease. In the event that Landlord exercises its right to repair such untenantable portion,the rental shall abate in the proportion that the injured parts bears to the whole Premises,and such part so injured shall be restored by Landlord as speedily as practicable,after which the full rent shall recommence and the Agreement continue according to its terms. 13. INSPECTION OF PREMISES. Landlord and Landlord's agents shall have the right at all reasonable times during the term of this Agreement and any renewal thereof to enter the Premises for the purpose of inspecting the Premises and all buildings and improvements thereon. And for the purposes of making any repairs, additions or alterations as may be deemed appropriate by Landlord for the preservation of the Premises or the building. Landlord and its agents shall further have the right to exhibit the Premises and to display the usual"for sale","for rent"or"vacancy"signs on the Premises at any time within forty-five(45)days before the expiration of this Lease. The right of entry shall likewise exist for the purpose of removing placards,signs,fixtures, alterations or additions,but do not conform to this Agreement or to any restrictions,rules or regulations affecting the Premises. 14. SUBORDINATION OF LEASE. This Agreement and Tenant's interest hereunder are and shall be subordinate, junior and inferior to any and all mortgages,liens or encumbrances now or hereafter placed on the Premises by Landlord,all advances made under any such mortgages,liens or encumbrances(including,but not limited to, future advances),the interest payable on such mortgages,liens or encumbrances and any and all renewals, extensions or modifications of such mortgages,liens or encumbrances. 15. TENANT'S HOLD OVER. If Tenant remains in possession of the Premises with the consent of Landlord after the natural expiration of this Agreement,a new tenancy from month-to-month shall be created between Landlord and Tenant T6)all be$ubje t to II of the terms and conditions hereof except that rent shall then be due and owing at "WO) (z , DOLLARS ($ I$00=)per month and except that such tenancy shall be terminable upon fifteen(15)days written notice served by either party. 16. SURRENDER OF PREMISES. Upon the expiration of the term hereof,Tenant shall surrender the Premises in as good a state and condition as they were at the commencement of this Agreement,reasonable use and wear and tear thereof and damages by the elements excepted. 17. No Pets. 18. QUIET ENJOYMENT. Tenant,upon payment of all of the sums referred to herein as being payable by Tenant and Tenant's performance of all Tenant's agreements contained herein and Tenant's observance of all rules and regulations,shall and may peacefully and quietly have,hold and enjoy said Premises for the term hereof. 19. INDEMNIFICATION. Landlord shall not be liable for any damage or injury of or to the Tenant,Tenant's family, guests,invitees,agents or employees or to any person entering the Premises or the building of which the Premises are a part or to goods or equipment,or in the structure or equipment of the structure of which the Premises are a part,and Tenant hereby agrees to indemnify,defend and hold Landlord harmless from any and all claims or assertions of every kind and nature. 20. DEFAULT. If Tenant fails to comply with any of the material provisions of this Agreement,other than the covenant to pay rent,or of any present rules and regulations or any that may be hereafter prescribed by Landlord,or materially fails to comply with any duties imposed on Tenant by statute,within seven(7)days after delivery of written notice by Landlord specifying the non-compliance and indicating the intention of Landlord to terminate the Lease by reason thereof,Landlord may terminate this Agreement. If Tenant fails to pay rent when due and the default continues for seven(7)days thereafter,Landlord may,at Landlord's option,declare the entire balance of rent payable hereunder to be immediately due and payable and may exercise any and all rights and remedies available to Landlord at law or in equity or may immediately terminate this Agreement. 21. LATE CHARGE. In the event that any payment required to be paid by Tenant hereunder is not made within three(3)days of when due,Tenant shall pay to Landlord,in addition to such payment or other charges due hereunder,a"late fee"in the amount of / DOLLARS($ 56� ). 22. ABANDONMENT. If at any time during the term of this Agreement Tenant abandons the Premises or any part thereof,Landlord may,at Landlord's option,obtain possession of the Premises in the manner provided by law, and without becoming liable to Tenant for damages or for any payment of any kind whatever. Landlord may,at Landlord's discretion,as agent for Tenant,relet the Premises,or any part thereof,for the whole or any part thereof,for the whole or any part of the then unexpired term,and may receive and collect all rent payable by virtue of such reletting,and,at Landlord's option,hold Tenant liable for any difference between the rent that would have been payable under this Agreement during the balance of the unexpired term,if this Agreement had continued in force,and the net rent for such period realized by Landlord by means of such reletting. If Landlord's right of reentry is exercised following abandonment of the Premises by Tenant,then Landlord shall consider any personal property belonging to Tenant and left on the Premises to also have been abandoned,in which case Landlord may dispose of all such personal property in any manner Landlord shall deem proper and Landlord is hereby relieved of all liability for doing so. 23. ATTORNEYS'FEES Should it become necessary for Landlord to employ an attorney to enforce any of the conditions or covenants hereof,including the collection of rentals or gaining possession of the Premises,Tenant agrees to pay all expenses so incurred,including a reasonable attorneys'fee. 24. RECORDING OF AGREEMENT. Tenant shall not record this Agreement on the Public Records of any public office. In the event that Tenant shall record this Agreement,this Agreement shall,at Landlord's option, terminate immediately and Landlord shall be entitled to all rights and remedies that it has at law or in equity. 25. GOVERNING LAW. This Agreement shall be governed,construed and interpreted by,through and under the Laws of the State of New York. 26. SEVERABILITY. If any provision of this Agreement or the application thereof shall,for any reason and to any extent,be invalid or unenforceable,neither the remainder of this Agreement nor the application of the provision to other persons,entities or circumstances shall be affected thereby,but instead shall be enforced to the maximum extent permitted by law. 27. BINDING EFFECT. The covenants,obligations and conditions herein contained shall be binding on and inure to the benefit of the heirs,legal representatives,and assigns of the parties hereto. 28. DESCRIPTIVE HEADINGS. The descriptive headings used herein are for convenience of reference only and - they are not intended to have any effect whatsoever in determining the rights or obligations of the Landlord or Tenant. 29. CONSTRUCTION. The pronouns used herein shall include,where appropriate,either gender or both,singular and plural. 30. NON-WAIVER. No indulgence,waiver,election or non-election by Landlord under this Agreement shall affect Tenant's duties and liabilities hereunder. 31. MODIFICATION. The parties hereby agree that this document contains the entire agreement between the parties and this Agreement shall not be modified,changed,altered or amended in any way except through a written amendment signed by all of the parties hereto. 32. NOTICE. Any notice required or permitted under this Lease or under state law shall be deemed sufficiently given or served if sent by United States certified mail,return receipt requested,addressed as follows: If to Landlord to: \fes tHu �� [Landlord's Name] PY IIC151�X [Landlord's A6fdressj If to Tenant to: 401 �— G�•72d�T`r � [Tenants Name] �aDD C3P�1� [Ten ntsAddress] Landlord and Tenant shall each have the right from time to time to change the place notice is to be given under this paragraph by written notice thereof to the other party. 33. ADDITIONAL PROVISIONS;DISCLOSURES. [Landlord should note above any disclosures about the premises that may be required under Federal or New York law,such as known lead-based paint hazards in the Premises.The Landlord should also disclose any flood hazards.] As to Landlord this day of ,20 LANDLORD: ja jx J 0.V�.�s l Ca� I / r�1n l Sign: ' Print: Y" I�+' �f 2�.�Date: C� As to Tenant,this day of ,20 TENANT("Tenant")- Sign:1Pnnt: Date: t 3 S A M U E L S & S T E E L M A N December 4, 2015 ' Southold Town Building Department Town Hall Annex Main Road Southold, NY 11971 Re: THE CASEY/ SEARL RESIDE�CE 3200 Reeve Road Mattituck, NY SCTM # 1000-100-012T4 This project includes the addition and renovation of an existing single family residence into a residence with an accessory apartment. The project meets the requirements of Section 280-13D, 280-13B(13)0), and 280-4. Attached documentation includes the following: 1) Building Permit Application 2) Four (4) sets stamped Construction Drawings 3) Storm Water Management Work Sheet 4) Red-stamped SCDHS Permit 5) Southold Town Sanitary Permit 6) REScheck 4.6.2 Compliance Certificate 7) Application for Certificate of Occupancy 8) Residential Lease (for accessory apartment) Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee for same. As always, I appreciate your efforts. Sincerely, `7 Wt" - Thomas C. Samuels ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 S®Uri,®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® Q Southold,NY 11971-0959 lyc4UNT`I,� September 1, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD James Casey 3200 Reeve Rd Mattituck, NY 11952 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. plication for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. 0 inal Health Department Approval. / Plumbers Solder Certificate. (AII permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Punning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 40339 —Addition/Alteration REScheck Software Version 4.6.2 _J Compliance Certificate Project CASEY / SEARL RESIDENCE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 3200 REEVE ROAD James F.&Mary M. Casey Tom Samuels Mattituck, NY 11952 3200 Reeve Road Samuels and Steelman Architects Mattituck, NY 11952 25235 Main Road (516) 298-0117 Cutchogue, NY 11935 631 734 6405 tom@samuelsandsteelman.com • 0 0 .0 • Compliance: 19.3%Better Than Code Maximum UA- 114 Your UA: 92 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Assembly or Cavity Cont. U-Factor UA Perimeter Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 400 19.0 7.0 0.035 14 Ceiling 1: Flat Ceding or Scissor Truss 205 30.0 7.0 0.028 6 Ceiling 2: Cathedral Ceiling 195 30.0 7.0 0.027 5 Wall 1:Wood Frame, 16" o.c. 96 19.0 .2.2 0.052 3 Door 1: Glass 40 0.300 12 Wall 2:Wood Frame, 16" o.c. 267 19.0 2.2 0.052 9 Window 1:Wood Frame:Double Pane with Low-E 27 0.300 8 Window 2:,Wood Frame:Double Pane with Low-E 27 0.300 8 Door 2: Glass 41 0.300 12 Wall 3:Wood Frame, 16" D.C. 96 19.0 2.2 0.052 3 Window 3:Wood Frame:Double Pane with Low-E 16 0.300 5 Door 3:Solid 20 0.360 7 Project Title: CASEY/SEARL RESIDENCE Report date: 10/13/15 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Casey Searl\Casey Searl Page 1 of 2 Energy Calculation.rck 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 4.6.2 and to comply with the mandatory requirements listed in the REScheck spectionhecklist. Tia-I- b-"� ���� �. ►s Name-Title Sign a Dane Project Title: CASEY/SEARL RESIDENCE Report date: 10/13/15 Data filename: \\NAS\share\Office files\Common Documents\ACTIVE PROJECTS\Casey Searl\Casey Searl Page 2 of 2 Energy Calculation.rck ILDIN& WALL FIRST FLOOR EL 64.5 FT REVISIONS: EXISTING' LEAGHINS POOL PUBLIC SITE DATA 71/16/75 CRAWL- &RADE LINE ELEVATION 61.2 FT &RADE LINE (LP EX) TO BE ABANDONED 60 KATM SPACE &RADE LINE ELEVATION 61.0 FT ELEVATION 60.5 FT AND FILLED IN SCTM# 1000-100-14 FLOOR I' MIN. 2' MAX IE. +541.2' Z,, PROPERTY: ad Mattituck,/NYo11952 I/4"/FT 18"/FT TOP OF POOL 54123 FT 01' to 61 2 1 (PRIVATE OWNER: James F.Casey&Mary M. Casey SEPTIC ACHIN / / 3200 Reeve Road TANK POOL v; YV4LI-) Mattituck, NY 11952 IE. +541.8 E. +54.1 BOT OF POOL 51.25 FT 62 SITE: 20,871 SQ. FT. =0.479 AC. IE. +541.6' IE. +58.41' (SROUND WATER / AREA W _ ZONING: R-40 10 20 5' MIN 63 ENCAVATi = I S C`I°f� QUIRED SURVEYOR:Young&Young, Land Surveyors L) LIQUID LEVEL AT /�0 ANlTARY SY ')• +! 400 Ostrander Avenue � Z SEPTIC PROFILE SETIG TANK +541.1' Y ALT I Et�ART 4T Riverhead, New York 11901 W z (N.T.S.) RAIN WATER RUNOFF License# 49999 - Dated: Feb. 13, 1998 Z DRYWELL TYPICAL / / Elevations based upon NAVD(1988), (/) / / N51SHBORINCG USC&GS Datum O W WELL ~ PUBLIC X64 DW ' LOCATION MAP o a WATER � NEW E ADDITION EXP I "1Cd - • SLP �lafeo L►1� (S) R�I�� , Be in��e� d �°�The � \\ ya.�`� � Q i�i P 8xrs� Suffolk�ISIrl"3 e +. f l�le 3ll� eL�/mss. SITE o W Call 652-5700, 48 Hours lr,Ad ��e, 62.'1'+ :;'- ;. Schedule lnseCt' k)\ \ a w N EXISTING LP I �acr�a Z W Q / RESIDENCE i`r ',', t:;;r. SEX g g ee W °°`'",: 1 c \ m Fie$ U) � EXISTINS ', -.,,.. \ + -240 DRIVEWAYTWO STORIES G 6 BEDROOMS 5T MIN o� = � •� N11N LF, lg W/ 5ASEMENT SPACE NEW Ex' oFFFT FIN FLR a ?. ' ,x 4Xf3 DUNS �qp�U\ \ 58 ELEV +64.5 Ivt :"' EXISTI WATER TOTAL 68055 CO _ /Ty/N Rqp `�F�( TEST HOLE FLOOR-AREA I z I /U S �� WITH PUBLIC P � S� , VACANT BY MARK McDONALD GEOSCIENCE °6 Z• NIP TSR 2,4120 5F + - I X0,19 LAND SOUTHOLD, NEW YORK 11971 NO SCALE 04. 1 64 ViATP ENGE TO � 61.2' ty / Z TEST HOLE DATA 9/18/15 ELEV+6.9' J 2.1&9 LL \ W J• / 61.8' • 5 2.0 FT. BROWN LOAM OL / 8.0 FT. BROWN SILT ML 1m.Ss f � $I c Td?i�ry sy:3stem must be In 13 FT. PALE BROWN FINE SAND SP 4 y y FA�bandnxnmi 'l �IYfa'- .0 With��;�3"�s�ITl:s:�?t require—i ent Submit � EX1 TINS WELL TO RAIN WA V 36 F ROWN SILTY SAND SM Er ABANDONED RUNOFF DRY L LA inpleted form WWW- 130 proof. � F� RBBV 1 ' GAL (// COMMENTS:NO WAT FINE COU TEP c Road c61 /�� c TEST HOLE U, EL +62.8 I SUFFOLK ®@:IN1"Y®EPART81IEN7'®p JE TNO: 62 HEALTH SERVICES o 5 11510 SEPTIC, SYSTEM FOR A 6 BEDROOM RESIDENCE PERMIT FOR APPROVAL OF CONSTRUCTION FOR A � UT TS 1500 SAL SEONLY PTIC, TANK (ST) (NEW) SINGLE FAMILY RESIDENCE O 5 13 p�J� - (1) 8' DIA x 8' HISH LEACHINS POOL (LP) (NEW) 9/24115 PUBLIC QO - (1) 5' 121A x 8' HIGH LEACHING POOL (LP EX) (EXI5TINS) SCALE:I"=201-0. MTM 63 1-0 � - (1) 8' DIA x 4' HIGH LEACHING POOL (LP EX) (EXISTINS) DATE �� 2 /5- H,S, REF, N®. _�� ® 'l p SHEETTITLE: G �P�,�� - FUTURE LOCATION FOR (1) 8' DIA x 8' APPROVED U J �� �o ���� HISH LEAGHIN6 POOL (EXP LP) SITE PLAN NOTE: EXISTINS SEPTIC SYSTEM DOES NOT INCLUDE A FOR MAXIMUM OF (� SE®R®®MSSEPTIC, TANK / '1 �� '��o�oJ SEPTIC, TANK - NEW SEPTIC, SYSTEM WILL HAVE A NEW EXPIRES THREE YEARS FI�OAI! DATE OF APPROVAL� ROYAL ygb 0 SHEET NO: SITE PLAN _ . 6SCALE: 111=20'-0" SCDHS SUBMISSION LOT AREA = 20,870 SQ. FT. c Q,FL �o LOT NUMBER 24 C3 � � to ' 100.05' O 15'1 7'00E i43FC v Fc a 3w=* 04W 0.6'N C5 z'90 CO ` 5Z 'n ® FC x wd stockadeence x 17 C® �9 � O 0.3N shed 5 v' ill D Z -m 1.3'N j Cr o .?� (� 'a Z r she TIS 5 V :0F 12'x 10' M .Z. '~ n G she'd (n vD ® vv ® p I ra CO n► m2 N I ;se MRS � m0 m ll Co t O m -n CO) I �' Ud O m n f t!t O � �) \,X ST s 777���"' -i 23, 36' 1 0 �' m and steps 30.5' 24' I a Z CO) V 6'x8' •I n v roofed over wd landing 26.7= �° �� S a n9 33 2' _ f; 2 and steps Iv x•nnd 03 — 3'x4` b ask xI O m w C o f w 2 STY FR v DWELL m 11 _ 12.1' a CIL FC , 22.5' 0 36.2' .v at FC roofed over walk rasonry j 0.8N wastooP I Z d I a • I T F p V j oi N a o �p J Crater - ,6,S service 00 314.18' o.9'E 0 4'N FD ON 0 N 13'34'50"W- 100.18' SOUND VIEW AVENUE NOTE: CESSPOOL, SEPTIC TANK & WATER SERVICE LOCATIONS BY OTHERS. , THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE ^' PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 16-162 FILE No.SALTAIRE ESTATES INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS,-POOLS, PATIOS, PLANTING AREAS, ADDITION TO BUILDINGS OR ANY OTHFR CONSTRUCTION ct'RVEYED FOR JAMES F. & MARY M. CASEY umuniomzm ALTERATION OR ADDITION TO THIS SJr\VFV U: , VIOLATION OF SECTION ::T NUMBER 8 - 7209 OF THE NEW YORK STATE EDUCATION LAW ` i !,PO" OF SALTAIRE ESTATES GUARANTEES INDICATED HEREON SHALL RUN ONLY ".i Illi K-RSON FOR WHOM THE I ,,i SURVEY IS PREPARED, AND ON HIS BEHALF TO THc, ibl.r CU '�i MPANY, GOVERNMENTAL I i UATED AT MATTITUCK AGENCY AND LENDING INSTITUTION LISTED HEREC^I, <4Q %, 'HE ASSIGNEES OF THE LENDING INSTITUTION GUARANTEES ARE NOT TRAt.S-:-'ABLE TO ADDITIONAL. INSTITUTIONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OWNERS. COPIES OF THIS SURVEY MAP NOT BEARING THE I A'yC SURVEYOR'S INKED SEAL OR I SCALE 1" = 40' DATE 8-11-2016 EMBOSSED �TAL SHALL NOT BE CON S70 __ 'BUD TRUE COPY -- , " �® -- — FILED. MAP No. 4682 DATE 8-3-1966 ) D ONLY,A '1iRA/V �P,� TAX MAP No 11--''!' ONLY) IiY)0-100-1-4 CRD. 13-149 � cy ® O �v F!.,,ROLD F i;�ANCHON JR. P C. >® i LA NC.S?JRVEYOR 1 P.0 : 3OX 616 1866 WADING RIVE-51-MANOR RD. WADING RIVER, NEW YORi\, 11792 ® HA D F. TRA NC LA D !.IC No 048992 631--929-4695 ENN L;C N3 2 115—E C`1 . m ;CTI DRAINAGE CALCULATIONS LOCATION REVISIONS: GENERAL STORMWATER POLLUTION PREVENTION NOTES WIRE FENCE Al RooF: DRY WELL AREA x RAINFALL NFA �\ e SCTM # 1000-100-1-4 FILTER CLOTH LL x RUNOF=F F=ACTOR ;;� \\ `�`\� `` ENSURE �:���,,:,���. ��,,;����\�;���, �\�� �� •�c PERMANENT STORM WATER RUNOFF CONTROL M = °' \```� \"� PROPERTY. �, �� �' 3200 Reeve Road 580 SF x (2/12 FT) x I.O �� OF �`;.�������'��� ��\���\����� GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE , \�L � �` �� Mattituck NY 11952 SITE DESCRIPTION & GEN Q LOD��``"�\` ' ����11fId SITE OWNER: James F. Casey & Mary M. Case SITE , :. �.. Y SURFACE DRIVEWAY AREA (NEW): 3200 Reeve Road ad F=ILTER CLOTH MIN. DRAINAGE ` �"`�`"R14 , '° N Mattituck, NY 11952 Development activities for this project will consist of: DRY WELL AREA x RAINF=ALL xRUNOFF= F=AGTOfi� \� ����\�\ ° 1.Installation of temporary erosion control measures (silt fence barriers), 6" BELOW GRADE FLOW `" '` `; �� x 242 SF= x (2/12 FT) x 1.0 = 41 OF �, \\ \� o�. SITE: 20 871 SQ. FT. = 0.479 AC. .. ,,, , , 2. Clearing of landscaping in areas shown on Site Plan .\ \``\`\\ \ \ \ \ „ \ a�N r AREA " e�G ZONING: R-40 3. Existing portions of the building structure to be removed � \\�' a � � � SURVEYOR: Young & Young, Land Surve ors 4. Demolition and removal of portions of the existing building foundation USE: (1) 6' DIAMETER x 4' HIGH POOL \\` ?�o� sti 9 5. Excavation for a new buildingfoundation (+/- 3 ft below finished grade) \`\ y (I) 6'x4' STORM DRAIN RING = 8�i.3 OF �\ �etGte 400 Ostrander Avenue "� �p<d �a �r Riverhead, New York 11901 6. Construction of a new foundation TEMPORARY STORM WATER 7. Interior renovations of existingresidence �j►a<�� License # 49999 RUNOFF CONTROL MEASURE (I) 8' DIAMETER x 4' HIGH Pool \` , \\\ \ ;� Jae G� �� ��`�A�.��;�����"�,�' ��� Dated: Feb. 13, 1998 � 8. Construction of the new addition and porch (I) 8x4 STORM DRAIN RING 168. 1 OF it 1 61; ° 0 co 9. Construction of the new septic system EROSION & SEDIMENT CONTROL DETAILS - W 1 let �t�0 F �c,- iS U L �.FUL 10. Installation of on site drainage structures (permanent storm water runoff control measures) NO SCALE PROVIDED REQUIRED ,\"\\` 1= 3: 0 g = "` V'JI I Hi 1 T C E RTI� U E 1 _ 11. Installation of underground piping from gutters and downspouts to the drainage structures 258.2 OF > 138 GF= DT UJ 12. Filling and grading of soil above drainage structures .4�, r 13. Installation of new landscaping plants, lawns and automatic irrigation system 14. Removal of the temporary erosion control measures FIETP,IN ST0RP,J VJATER R;1; OFF "PIER 236 Z Cl) SITE DATA F; RSUh�+T TO CI��, O OF THE TOWN CODE. r. UJ Site Area: 20,871 SQ. FT. = 0.479 AC. �' r , U PROPOSED SEPTI G SYSTEM E ~ F— Receiving Waters: Long Island Sound ,; - _�; � �, , _ TEMPORARY STORM 60 �� ' '.J-!S T Q � FOR A 6 BEDROOM RESIDENCE PLUMBING Contractor: N/A -� - 1500 GAL SEPTIC TANK (ST) (NEW) WATER RUNOF=F= CONTROL t,l_L " MEASURE HIRE FENCE _LPLUMBINGWASTE I P,rt_T �, MEASURES - (I) 8' DIA x �' HIGH LEACHING POO - Q POLLUTION CONTROLL (LP !EX) (EXISTING) -R 1_('d S �':L 3 u : r,= ;1�.- _R F=1!-TER CLOTH TE;t; ��., of the Town of Southold chapter 236 storm water management and _ °I. e�-U ,�c a I-� , In accordance with the provisions9 (I) 8' DIA x 8' HIGH LEACHING POOL (LP EX) (EXISTING) 61 201 •Z `'`� �Ifi;y',A.+'"�''� erosion and sediment control measures including, but not limited to, the following shall be employed during - (1) 8' DIA x 4' HIGH LEACHING POOL (LP EX) (EXISTING) construction: - F=UTURE LOCATION FOR (1) 8' DIA x 8' / / ILU Q HIGH LEACHING POOL (EXP LP) 62 A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved PROVIDE NEW UNDERGROUND PIPING AS SHOAN W means) and shall remain undisturbed. LLJ B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of / U1 Q time that areas are exposed. A maximum of 1 acre shall be disturbed at one time unless written permission RAIN WATER RUNOF=F DRYNELL (8';x4') TYPICAL 63 /. / / > W b the NYSDEC. Graded and stripped areas shall be kept stabilized through the use of / OUJ W is grantedy pp p g NEW ADDITION TO EXISTING RESIDENCE �= temporary seeding as required. Seed mixtures shall be in accordance with the soil conversation service ( ' J Z V• WITH CRAAL SPACE (NO 5A,5EMENT) -1 `% ' *' `���/f.' C� �J�S o CD L1-I recommendations. • i y / ,,.. ;� L..-J�. � .o�� , , , r u 59 p C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as 04 PROVIDE NEA GATGH BA51N INLET IN NEW DRIVEAAY /� • / -�.w� ,w .-�- �^ / M sections are completed, or if construction on an area is suspended, the area shall be seeded immediately. ,; a. Seed preparation - scarify soil if compacted, remove debris and obstacles such as roots and PAVING AREA GONNEGT TO NEA DRYNELL p p NEA PAYING AREA TO MATCH EXITING stumps. / _._, , LU4BER CERTIFICATION b. Soil Amendments NEA CURBING, REUSE EXISTING CURS STONES AND / ` / _ . /ON'LE O CONTENT BEFORE 1. Lime to ph 6.0 PROVIDE NEA OURS STONES TO MATCH EXITING / DW / CERTIFI 'ATE- OFOCCUPANCY 2. Fertilize with 6600 lbs of 5-10-10 ore equivalent per acre 14 lbs/100 s . ft. / SOLD USED IN WATER q p ( q ) EX 15T1 NG CURBING STONES TO 5E / / • / SUPPL SYSTEM CANNOT c. Seed Mixtures REMOVED AND REUSED IN NEW ,64 � EXCEED '/�0 OF 1% LEAD. 1. Temporary seedlings LOCATION AS 5HOAN� v. ,, �2 / 0' / a. Ryegrass (annual or perennial) @ 30 lbs. per acre (0.7 lbs per 1,000 sq. ft.) y �' '� I b. Certified "Aroostook" winter, rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) use � / 'k' yX " AX `. winter rye if seeding in October/November. 'S4 E� y ;. T ,: E LF� 58 otS z 2. Permanent seedlings - See Landscaping plans 0 / / ,// jX£3 SG G� D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall r1 % % RO a be diverted away from cleared slopes. /ice; / F o } 3 PARKING %/� i/, ��C1 / I ` L a o M E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or w, / , . / / N SPACES //,/ j . LP EX W J' W Z W drainage systems. Sediment barriers shall be installed along the limits of disturbance prior to the start of M CD W �///�//j i, LP EX Q 8X8 I ' M W• Ul construction and shall be maintained unti l construction is complete. �.. k % ';/ j/�! • N = F. A stabilized construction entrance shall) be maintained to prevent soil and loose debris from being tracked U, O QF-• � � onto local roads. The construction entrance shall be maintained until the site is permanently stabilized. Anyi�l („I ' \ sediment tracked onto public roads to be removed or cleaned on a daily basis. (�, O N y II be retained on site in accordance with local regulations and approvals. Drainage inlets \ \. \ G. All runoff shall g pp g 5 TEMPORARY STORM \ 'o installed on site shall be protected from sediment buildup through the use of appropriate inlet protection. 'CA j'% NATER RUNOFF H. Appropriate means shall be used to control dust during construction. EXISTING DRIVEWAY EX( � N& ' ' 1'�1 LP EX ` CONTROL 9 /�j�; ��% T MEASURE AIRE FENCE WV ,� I. Followingpermanent stabilization, awed area shall be cleaned of soil and debris and drainage systems 0R`� %, :; /,, j/% 4X8 \ p p ,��/ ,. / FILTER CLOTH shall be cleaned and flushed as necessary. '%/// \ ECJ DENGE � / 58 ��oF NEW J. The contractor is responsible for inspection and proper maintenance of erosion control measures. //% � j/,! I z \ �P o Inspections must be performed every seven calendar days and immediately after periods of rainfall greater c. s�,���,r p than one half inch. Maintenance measures are to include, but are not limited to, cleaningof recharge basins, / MENT �,��� sediment traps and drywells, cleaning and repair of sediment barriers, repair of berms and runoff diverters, / GOVERE I cy \ and cleaning and repair of inlet protection devices. FIN FLR PORCH \ �'� 0183_ 1 K. During construction, the contractor will) comply with all local regulations concerning the disposal of solid L ELEV +( 4.5 waste and debris and toxic and hazardous waste, as well as sanitary sewer and septic system regulations. EXISTING NATER METER KITH a -'. W I k_ Temporary fencing shall be erected as shown on Site Plan along with the placement of dumpster's to / NEN UNDERGROUND PUB IG 12 I PROJECT NO: control the buildup of debris. The contractor shall periodically clean up any debris accumulated along the 64 RATER LINE TO RESIDE GE \ �} 2� \ 1510 temporary fence and empty the dumpster's regularly. I � '� 59 DRAWN BY: \. UT The contractor will report any required modifications to the SWPPP necessitated by field conditions or / CHECKED BY: construction activities to the Engineer/Architect for revision of the SWPPP where appropriate. / • �/ \ —60 DATE: TS • �- ' 12/3/15 DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE SCALE: i Construction materials shall include concrete wood forms, building lumber and associated metal , 1” = 10' . 011 attachments, precast concrete septic/drainage structures, prefabricated building components (windows, / i • SHEET TITLE: doors, cabinets, flooring materials, finished roofing and siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor paving materials. 40 5 ,��p�GK EX TING RAIN NATER RUNOFF Waste materials shall include demolition materials from the existing building structure, unused building T � � N AN O 5E / , DRYNELL (6'x4') [a L materials and products, trash from construction workers meals and drinks. Project site shall have aRO� / ABANDONED TYPICAL SITE PLAN / 61 SCALE: 111=10-1-011 dumpster that all waste materials will be temporarily stored and dumpster shall be emptied weekly by a o TEST HOLE private carting company. RPPYP ''AJ EL +62.8 EXISTING GLASS Road SUNROOM TO BE DEMOLISHED TEMPORARY STORM SHEET NO: I 07' * \ NATER RUNOFF CONTROL 3. 00, 62 MEASURE AI RE FENCE A/ 5 FILTER CLOTH 63 CONSTRUCTION DRAWING BIND-BORNE DEBRIS PROTECTION FOR OPENINGS NOT 3 STRUCTURAL REVIEW E3"r STEVE MARESCA, PE FOR WALL OPENING fi ROTECTI ON OF 120 MPH 3-SECONID WIND GUSTS 188-0-7 WEST MONTAUK HIGHWAY, HAMPTON BAYS, NY I I cf4C ( MAXIMUM MEAN ROOF HE I CGHT: 5 I) SIMPSON LSTA - 20 GAGE PHONE 651 X28 X480 RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY ° N V EWIOF STRAPE a EACH . CLASSIFICATION r � DESIGN CRITERIA. 1 o ICE SHIELD UNDERLAYMENT S I NGLE FAMILY RES I DENTI AL SHUTTER ASSEMBLY 1,, \ REQUIRED - 24 FROM EDGE DES 1 GN IN ACCORDANCE WITH AMERICAN N.T.S. FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: 0 < 410 WIDE SPAM ° 1 N, \ CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE uj 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 HEIGHT PRESCRIPTIVE METHOD (OVERLAP AROUND OPENINGS 4") I ALTERNATE1 ° I HURRICANE G IPIUSE of 55-0" MAXIMUM A55EMBLY: 1-' 1 SIMPSON H5 GROUND SNOW LOAD - 45 PSF. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °I I FIRST LEVEL - 40 PSF. L.L. #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEELI I IIEDROAREAS - 40 P5F. PSF. L.L.. ® WOOD SCREW 16" O.G. SIMPSON H2 HURRICANELu >- ALTERNATIVE FASTENER FOR SHUTTER TO !BUILDING: I I " CLIP NAILED. FROM ' Z #10 TEE NUTS ATTACHED TO BLDG. w/ #1&1-1/2 ( WRAFTER TO STUD. -/ WASHERS) I I TYPICAL ALL RAFTERS FIRE AREA WIND SPEED - 120 MPH O MACHINE BOLT a 12" O.G. I 5 - 8d NAILS EACH END SEISMIC DESIGN CATEGORY - 5 51 DENG�: X � WEATHERING - SEVERE APA RATED PLYWOOD TO FROST LINE DEPTH - 36" ° � a EXTEND TO TOP OF TOP PROVIDE 8d COMMON O I PLATE. NAILS EXTERIOR O.G. AT TERMITE - MODERATE TO HEAVY \ I 5HEATHINGEDGE OF ALL & Lu TYPE OF CONSTRUCTION DECAY - SLIGHT ~ CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES I CONSTRUCTION II Q LTIPLE SECTION A55EMBLY: 08 1 1/4" THICK BOLTS Zoo U) II 11 GENERAL NOTES z Lu 1cr°�'/ I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE I N 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY O 1 11 1 I ACCORDANCE WITH THE NEW YORK STATE UNIFORM SHALL BE DESIGNED AND BUILT IN ACCORDANCE (.� 1 I I I 1 BUILDING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. PLYWOOD SHEATHING CONSERVATION GORE, AND LOCAL AUTHORITIES. M 70 OVER LAP BOX 14. THIS STRUCTURE HAS BEEN DESIGNED IN �� (BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY 1 I MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. O 1 1 1 I 1 1 I I S:IMP5ON M5T27 11/2" WIDE - 20 GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALLQZ' 1 1 I I 1 I MIETAL STRAP 048" OC. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. Z uj - 6. ELECTRICAL AND MECHANICAL COMPONENTS TO BE � lee I I,t1r4. PROVIDE DOUBLE HEADERS AND -TRIMMERS AT ALL 1 DOUBLE TOP DES 1 GNED AND SPECIFIED BY OTHERS. SHUTTER A S S E I� B LI ®I b Y 1 I I I 2 x b " O.G. PLATE STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL N.T.S. I I I I 1 1 STUDS PARTITIONS, EXCEPT A5 NOTED ON DRAWING. 1*7. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND GOAT EPDXY PAINT. ALL FASTENE FOR PANEL SPANS:4' OR WIDER SPAM I� RS TO BE ASTM FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. 1 �' ' I� • i l 1 1 6. ALL DIMENSIONS18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND (OVERLAP AROUND OPENINGS 4 )APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I I 1 VERIFIED BY CONTRACTOR(S) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVE 2x4 STRONG-BACKS WRAP + NAIL STRAP 24" OG I 1 - AROUND SILL PLATE CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. 11 I� AT ANCHOR BOLT FOUNDATION - 8d NAILS FOUNDATION HAS BEEN DESIGNED FOR A SOIL IQ. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY- BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. ' 1 SIMPSON1/V HIDE - 20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (W/ WASHERS) GALVINIZED OR I I ME117AL STRAP ®48" or-,. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW ® 12" O.G. I't- 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ NAIIL SHEATHING To SILL PLATE CONCRETE SLABS TO BE COMPACTED TO 959 AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR #10x3" (W/ WASHERS) GALVANIZED OR STAINLESS STEEL Sd INAIL5 ® 4" O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 08 Z , c WOOD SCREW @ 1611 O.G. 1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE Z. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND rn tD ALTERNATIVE FASTENER FOR SHUTTEIR TO BUILDING: 2 x:6 SILL PLATE � Q • v #10 TEE NUTS ATTACHED TO BLDG. W/' #10x1-1/2 ( W/ WASHERS) Acca TREATED. SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY MACHINE BOLT @) 12" O.G. BY TRIPLE UPRIGHTS. ALL HEADERS TO BE NEW YORK STATE BUILDING CODE. J a M SEE FOUNDATION DWG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. F o o=° FOR DESIGN. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO v x 8. PROVIDE FIRESTOPPING AT ALL LEVEL w "� •w z a PENETRATIONS AN EXISTING DWELLING REQUIRING A BUILDING PERMIT =a Z WINDOWS - GLAZED OPENING NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE 0 w .V 2 w cl. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 6 a N =o PROTECTION IS REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. w • N =t IN ACCORDANCE WITH LARGE MISSILE TEST OF A5TM E 1c19b AND OF A5TM 1886. AND DECKS ETC.. 4 CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 25. THE NY5 CODES ALSO APPLY TO ACCESSORY Q INLIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. � M PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH cl) 0 �o HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH 11. ARCHITECT NOR ENGINEER 15 NOT RESPON51BLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND JLOAD ALIGN AITH TO AI MAINTAINED ON 511'E SEE+ SILL PLATE. SEE SHEET #4 FOR FOUNDATION DESIGN � SPEGIFIG,4TION FOR THE INSPECTION OR SUPERVISION OF PANELTH15 CONSTRUCTION PROJECT, FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. OF NEW , C. S,q�O'S',i NAILING SCHEDULE FRAMING NOTES TAKEN FROM 2001 EDITION WOOD FRAME CONSTRUCTION MANUAL, AMERICAN FOREST I. ALL FRAMING LUMBER SHALL BE GRADE 5TAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d 4" c18 o.c. EDGES AND 6 d ® 12o.c. PAPER ASSOCIATION DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR EXTERIOR E " + s o BETTER. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL 51ZES INTERMEDIATE. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" PROJECT NO: h MIN. THICKNESS OR AS NOTED. 11. ALL INTERIOR AND EXTERIOR FINISHES, FLA5HIN6 1510 RAFTER/TOP PLATE 3-Sd (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. o < to o CEILING JOIST/TOP PLATE 3-6d (TOE NAILED) 3. ALL 5UBFLOORI�NG TO BE APA RATED STURD-I-FLOOR, . , CEILING J015T/PARALLEL RAFTER 7-16d (FACE NAILED) EXPOSURE I, 3/4 MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING JOIST LAPS OVER PARTITION 1-16d (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 2-8d (ea. end I-I/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: GABLE ROOFS BLOCKING/RAFTER 2-5d (TOE NAILED) TIMBER PILE FOUNDATIONS PROVIDE HURRICANE TCS 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED o Flo RIM BOARD/RAFTER 2-Ibd (END NAILED) CLIPS AT ALL PERIMETER JOIST TO GIRDER DATE: WITH DOUBLE UPRIGHTS, 9'-O" AND OVER WITH CONNECTIONS. TOP PLATE/TOP PLATE 2-I6d (PAGE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A 12/3/15 a TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. STUD/STUD 2-16d (FACE NAILED) 15. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA h HEADER/HEADER Ibd (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL o TOP or BOTTOM PLATE/STUD 2-Ibd (END NAILED) AND FLOOR BE AS PER N.Y.S. GORE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND ® 8 O O.G. MIN. PROVIDE 2 SPACE FOR AIR SHEET TITLE: 100< o t45 BOTTOM PLATE/FLOOR JOIST 2-16d (PAGE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED e7 J015T/51LL, TOP PLATE or GIRDER 4-8d CIRCULATION IN ROOFS.(TOE NAILED) AS PER MANUFACTURERS RECOMMENDATIONS. WEB BRIDGING/JOIST 2-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS (sky I Ights, STIFFENERS SHALL BE REQU I RED AT ALL LOAD AND STRUCTURAL h BLOCKING/JOIST 2-Sd (TOE NAILED) stairs etc.) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR 0 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL NOTES & 0 0 100< o X45 LEDGER STRIP/BEAM 3-16d (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF to < o L30 PARTITIONS OR AS NOTED ON DRAWINGS. DETAILS JOIST ON LEDGERBEAM 3-5d (TOE NAILED) COMPONENTS SHALL BE AS PER MANUFACTURERS (PROVIDER COMMON NAILS O.C.O.C. BAND JOIST/JO15T 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. ,AT HIGH PRESSURE ZONE - b" O. HIP ROOFS .AT INTERIOR PORTIONS OF ROOF - TVP. BAND JOIST/SILL or TOP PLATE 2-16d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14 ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF I/2" DIA. 1O0 0 <,50o PLYWOOD ROOF DECKING 8d c4" O.G. EDGES, ®8" O.G. FIELD "TECO" OR APPROVED EQUAL. STRIP SHEATHING 8d (ONE/RAFTER) GALVANIZED MACHINE BOLTS @) 12" O.G.. SHEET NO: PROVIDE 8d NAILS ® 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING Sd ®4" O.G. EDGES, @8" O.G. FIELD q. NAILING SCHEDULE SHALL BE AS PER THE N.Y.5. PORTIONS of PANELS IN HIGH PRESSURE ZONES. PLYWOOD SUBFLOOR DECKING 8d cab" O.G. EDGES, o12" O.G. FIELD BUILDING GORE AS A MINIMUM. ALL 2x4 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO SHALL RECEIVE 4-IOd NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE O a = T. CASES, ALL EXTERIOR NAILS SHALL BE GALVANIZED. COMPONENT AND CLADDING PRESSURE ZONES CONSTRUED AS A CONTRACT BETWEEN BUILDER ANDOWNER. Lu O 0 --------------------------- --------------------------- -= w Z vw z cj)O UJ U r--- - - - - - - - - --- -- -- - -- ---- - ---- -- - -- - - ------- p F_ � Q UP � � Lu EXI5TIN6MASONRY O FOUNDATION TO REMAIN ------ w 2x10 SLEEPERS ON GONG. z > ------ SLAB. PROVIDE BLK'G TO w ALIGN TOP 5LEEPER5 n/ w w/TOP EXISTING J015T5 LL w EX I ST I NO BASEMENT o � o m V N N M EXISTING ROOF SHINGLES TO REMAIN r--�--I L---JI x5 SLEEPERS a PROVIDE PVC A5TE LINE FROM :2 ABOVETO PROVIDETH W NEW FIXTURES TO EXISTING HOUSE SPACE FOR MUD SLAB WA5TE LINE, vi/VENT AS REQ'D -- PROVIDE NEW 24"x24" ACCESS TO NEW CRAWL SPACE, PLUS , ADDITIONAL OPENING A5 ;` j L1=LJ REQUIRED FOR DUCTWORK - ---------------------------^-- _ ' 2-10 EXTEND EXISTING RAFTERS AND ; N Q ROOFING - -- — — - - - _.I �• o -- window wall i 2x10 LEDGER i i I 'f; i i - ,I , I W J ~ 3 • w z_ x = a Z w window well W• U w '� W. NE/`4 GRAY `4L SI Ar.... window well I = i i O PROVIDE 2" THK. GONG. SLAB OYER GRADE Q I—• v (A cn O m PROVIDE R-50 BATT INSULATION ABOVE IL NEW ROOF w/ASPHALT SHINGLES TO MATCH i i I 8" THK. GONG. FOUNDATION WALL w/(2)#4 „ „ I ::•� I 8 xlb GONG. BLK. PIERS EXI5TING ON 50# BLDG. PAPER ON s/4" PLYWD. i� i i OPERABLE RE-BAR AT TOP EDGE, ON 8 xl6 GONG. i I ON I6"x24"x8" CONC. FTG. DECKING ON 2x10®Ib ROOF RAFTERS I I ;;; I VENT FOOTING w/(3)#4 BARS i i I I -P I I I .,: I I r••. I i I L EOF MEFtj/ (5)2X10 •.. , ---- ---------=---------- ----- t ':}. ':;•• 't-•'i`%'' •: ',r: ''v :'•'' •:• :'•'' •• •;':.;•:•'S.I.a`.' "•:.;.. Y x'•va.•, ,:. .'� e•. L -- t L-------------------------------- ------- I --2X8t ER ----- i ----------- --------------- 49��fr -- ------------------------------------ �. -- ------------------------------------ I _ ~ I v e"'eo• r� (A X i I�N 0183' 18 .1 WINDOW WELLS w/TOP SURFACE PITCHED 1":12" TO b'-O" i X EDGE. PROVIDE RUBBER MEMBRANE ROOFING, R ":, ,. e t r FLASHED ON ALL 51DES AND ON WALL AT WINDOWS 8"xlb" GONG. BLK. PIERS FOR WATERTIGHT ASSEMBLY ii !. I PROJECT NO: -5--- (3)2x8 --_ t '._ ON 16"x24"x8" GONG. FTG. 1510 4" ALUMINUM LEADER I _______________ ____ TR. Y10. GUT 5TRINGER5 DRAWN BY: I ®Ib O.G. FOR STAIRS 'i'S' CHECKED BY: m BMWR%Almm) 0 F P L 14 14'-8y2" 101-1111 SCALE: 1/4" = V -0" Is-Y2" 33-3y2' DATE: 12/3/15 SCALE: 1/4 11 = 1' - 0il SHEET TITLE: B A S E Rfl E No T NVN'k L A R FOUNDATION' SCALE: 1/4" = V -0" SCALE: 1/4" = 1' -0" & ROOF AREA OF EXI5TING FOUNDATION 1,2'18 5F PLANS AREA OF NEW FOUNDATION 400 SF = BO.a% SHEET NO: Y - --------------- - s LuA 0W .�..r, Z O ! I I I I I I I I I I I ! I I I I I I I I I I I I I ! I O UJ I I I I EXISTING EXISTING I EXISTING i i i i EXISTING I REMOVE EXISTING OVERHEAD DOOR. --- __ - -- - WILL WALL PROVIDE P09NISHE51 TO MATNDON CH IEXI5TINGLL ___- -- --- / Q /„ .,,. ,.ii;,., -,,,, / ,7i,., ',//i,,'ry ///ir,v,: v.i. ,r//:. '•i,. :,r//i,..;,.///i/iii,.,i/ir/i.,.,i/// // ,/' /' ,,,ri j ! ! C���� i, II - �+� GL GL GL II ENTRY co . 0" r BEDROOM W 08 A 31 - - PAMI LY � co EXISTING FINISHES ------ ' Lu TO REMAIN i" / �, r ROOM BEDROOM _ L I V I NCS ROOM EXISTING FINISHES / ,I G / REMOVE FINISH FROM ONE II �. �\ -- - TO REMAIN ;�; EXISTING FINISHES SIDE OF WALL. PROVIDE \ EXI5TIN5 FIN5HE5 ------ OL EST/ \ ` a REMAIIN NEW BATT INSULATION NEW II m N \. j TO REMAIN -------- TOz01 ii ®��+ \ BEDROOM O FINISHES, TO MATCH I✓ _ ___ __ ARPET O /\X '/% �;:./� --- -- v _ LY100. UNDERLA j _ O r li p, FRAME S FINI15H i /!/ /� --- - _ /'\ O / \ / O z / /NEW L05ET / --- -- Q G j \' /\, - _ LLJ > /! c ; II ti®� w/ LF S P LE \ -- -- _ _ GL ���� ' \ �. /\� \� `'/ - W / Lu / �/ / / -� d l l RAMINS ABOVE r- DN i EXISTING X EXISTING / STUDY //� '% I I 4 ! ! _ — -- XISTING FIN15HE5 TO MAIN/ �; I I� Fps I \� - -�-L- -L- -�' O y X X c, _ j% ; ," 655UMED FRAMING DIRECTION ! iW Q T��' �; ue" en _ Q (2)2x10 RIDGE \/ '\/ Z m //�j Im W� / / a \\/ ; m tV ".�":; ' \ / \ W N REMOVE PORTION EXISTING OL �( GL4- = \ \ /' !� YWALL; REPLACE w/NEW CASED ! I --- Q \. 30x80 \_ PROV DE HANGERS BEAM. PATCH FINISHES TO 'HALL FROM RIDGE TO G.J.'s MATCH EXI5TING is i 'HALL< / N % , Iz ! EXISTING FI IS HES , OD BEDROOM ,_ \ ,REMOVE EXISTING / 1\NOO RAILING \�I , i i0 TO REMAIN I LOOR n l I I I B,4TH, ' M SAT}-{ Q CLOSET, FRAME d �. N _ c D EX15TING FINISHES ` ' / FINISH NEW POWDER - /�/ I I ' / / NN 7 o � TO REMAIN GL ' /BATH rs CLOSET \ ' ,� \ `� \DN z POYVDE o � x v� z I Iiv I / \ y � --- REMOVEPORTION5 N DINING ROOM , I; �N / \ ` " / -� _ _-- _-- WALL, ROOF * FLOOR W ! I I w BATH \ Z Oo i FOR W STAIR i Fry_--_I FINISH FLOOR j F- O , IIIA I SELECTION BY OWNER _ - - ---- - % 5-1/2"x14"A.P.B. or (2)1I-'1/8"LVL w(2))'s"xll" i iu> �-------------------- - O \ o a ace \// \r/ - X Z. � STL. PL. or (2)2xlO w/(2)g/4"xa" 5TL. PL. I I if i p/� D p�, CD .v„-//i,,;.�.ri//i//• ,.iG'„•i,%irii \ \ /r/,i .vr///'-i.r„/ I (V I I _ JI IV I INFILL \ \Gl]\y/ ry !' r _ 4410 III ; (5)2xlO HDR. I islan - WINDOW / ��� _ / / �� -� o xC7 --__ — ---- ---- AX31* 1* AX3' __ \ window well ; F----4,11 i / / !50” cabinet / � \ �\ <. Z Ni I Ni u. 6 i_yI/ n �i �O W• M = cq to -GOYR )2x I I / I r\ 5'- /� z W• N ° r- 'ORG M I I X n A /\ $� � it _ de window wel I window wel I $ ! I ____r____ _®_ �, I ; \LIVINO NG / DINING %� /\ Q d ---------------------- I S NG LS : / - p IX (2)2x10 QT I ' / / �' / HANDRAIL p Q CO) �- c I '��% ; KITCHEN �� j�' � = O O O % = O CABINETRY I Q O I / / WOO11pp FLOORING ON 5/4” roof below ®-� x x _ x ® x BY OWNERS ,I x i, \ PLYYI4D. SUBFLR. ON W17. ® r �, O ® - O ® -uld- N !h SLEE RS ON SLAB X O �< Ix4 MAHOGANY DECKINGIx -- - ;10 HDR. �,I�\ O2x10 HDR.\I� / /(5)2x10 HDR.` ��\ O g� SPS C. Sq�A '�'�. L——— ———— — — —— —————— ———— — — — ——— — TW2032 DHP 1032 TW2032 TW3042 TW3042 11 STRUCTURAL HDR. CASED IN HANDRAIL 01a350-� 6'-3y2” b'-3y2° 2 PVC, w/T'RIM TO MATCH (2)2x8 MINIMUM HEADER a" a" Ix4 MA 05ANY 4x4 TR. WD. FRAMING PROJECT NO: w/BLOCKIN6 4 PVC CASINS 1510 DRAWN BY: TS CHECKED BY: DATE: 12/3/15 b_O12'-CRY:2 ( 8'- 2" .14/2" SCALE: 1/4111 = 1' - 0" SHEET TITLE: 15'_Jy2" 33'-3y2 FLOOR PLANS %-,7h (; OIMLJ FL%Jur% 1varwFLAIM F I R S T F L 0 0 OR` 'Rpm—%o L A N SCALE: 1/4" = 1' -0" SCALE: 1/4�" = 1' -0" SHEET NO: PRINCIPAL R:EVVENCE I,a(60 50. FT. ACCESSORY' RESIDENCE a60 50. FT. = 55% OF TOTAL NEW ASPHALT SHINGLE ROOFING AS R OV AIDDITION EXISTING Lu EXTEND UPPER PORTION GAMBREL ROOF TO MEET WALL ♦ ♦ O v EXISTING ROOF TO REMAIN EXTEND EXISTING ROOF. PROVIDE NEW ROOFING ON LOWER S W PROVIDE NEW RAKE TRIM PORTION GAMBREL TO BLEND INTO O Z TO MATCH EXISTING NEW LOWER PITCHED ROOF ----------- --------------------- ---�---------------------------------------------- --- ---------- Ixb FASCIA vi rr- g I Ix4 FRIEZE O Cp AREA OF NEW WALL NEW WINDOWS EXISTING ROOF LINE XISTIN AX31* AX31* :AX:31-] W 5-1/2" CASING NEW PITCHED ROOF COVERING EXISTING EXISTING AT NEW SIDE DOOR EXISTING EXISTING MWA Q a 12 � � TO REMAIN DING a ==, 4 I— iiON SO# OLD& PAI CC 2nd FLR 06 G -------- --------------------------------------------- -------------- ----------- --- 2nd FLR ---------- ---- Z Lu 12" O NEW 5HINGLE 51DING TO ■ ■ ■ DHP31032 4x4 KNEE MATCH. WEAVE INTO 203 203 203 BRACES, a � a EXI5TING COURSES TW30410* EXISTING TR. WD. COLUMNS EXI INC ' FW 6 11 TW3042 TW3042 ANCHORED O CASED IN PVC DO SECURELY NEW MAHOGANY NEW SHINGLE SIDING O uj DECKING NEW SHINGLE SIDING a TO MATCH TO MATCH Z W W w > ------------- ------- IstFLR ------------- - --------------------------- ------ - - - ----- ---------- -- ` AAft W ---------------- ------ __ Jzt_PLS, ------------------------------ i i i i i O NEW FOUNDATION BEYOND i N i NEW MAHOGANY DECKING ON TR. WD. FRAMING. PROVIDE PVC RISERS 4 ------------------------------- CASING AT STRINGERS AT EDGES -' ------------------------------------------ ----------------------------------------------- L•-------------------------------J ---- L------------------- NEW OUTDOOR SHOWER ENCLOSURE v4/4x4 TR. WD. P05T5, 2x4 OR055 FRAMING, 4 Ik6 T46, V-GROOVE CEDAR SIDING. PROVIDE E Ix6 TOP GAP, 4 DOOR HARDWARE"wLEmVATlA""- A " ovi" ' LEVATION SCALE:, 1/4" = V -0" SCALE: 1/4" = V -0" od Z N a• M C, a v N Q O M W -- W 2 W Q ~ Q 2 LL Q N O I W• N 2 M U a I-• V OPEN BALLU5TER5 W/HANDRAIL ABOVE - -2nd FLOOR - - - - - - - P�50FNt�� co, PS C. Sl Qai OAK GAP - - - - - - - �0C1` �G� r � 'A1 PAINTED GYP. 018350-� BO. FINISH OPEN TO _ HALLJ �. PROJECT NO: KITCHEN CABINETS 1510 DRAWN BY: TS CHECKED BY: BASE BOARD TO MATCH EXISTING - ; DATE: 12/3/15 LINE OF STAIRS SCALE: J BEHIND LOW T RAILING WALL ; 1/4" = 1' - 0" — SHEET TITLE: rj ELEVATION N " 10 LEVATION o T Vm R K t SCALE: 1/2" = l' -O" SHEET NO: LLJ Y ADDITION EXISTING W o 3: �mdom- I.— W W VERIFY INSULATION ABOVE z O EXISTING CEILING. PROVIDE R-50 IN NEW/EXI5TING co Z ui SISTER EXISTING RAFTERS 4 O CEILING JOISTS TO EXTEND TO NEW WALL LINE m � � ujo / (2)2x8 5TRONGBACK V w/2xb HANGERS ® 48" Q W ixb PVG FASCIA w/GAP FOR , a VENTING W REMOVED PORTION EXISTING / / ( z ROOF, WALL 4 FLOOR � / O ` NEW ASPHALT ROOF SHINGLES ON 30# FLASH AT ROOF/WALL cV BLDG. PAPER PLYWINTERSECTION, 4 OVER ROUGH D. ON SILL ® WINDOWS 2x10®Ib" RAFTERS. PROVIDE R-30 Q BATT INSULATION 4Y2" GYP. BD. FINISH 12 / / 0 � to WOOD RAILING PER 3 J PROVIDE HURRICANE CLIPS AND ALL 4 i " / / I CODE 4 OWNER REQUIRED STRAPPING AS PER CODE. W 0 W co EXISTING SECOND FLOOR -- ----- - - - - - - - - - - - - - - - - - - - - - - - - - - Ixb PVC, FASCIA WLEADER / \ VENTED VINYL SOFFIT F w/Ix4 PVC FRIEZE Y2" GYP. BD. ON WALLS -- 45LOPING CEILING I, I REMOVED PORTION EXISTING - ROOF, L 4 FLOOR NEW SLIDING GLASS DOOR = I V / J� I `lO E� INlNr-5 _ I T(f-/ E N 4 NEW MAHOGANY DECKING ON 2x TR. WD. FRAMING, SUPPORTED ON MASONRY I � HALL L � GL FOUNDATION. PROVIDE PVC ON RISERS 4 CASING ON EXPOSED FRAMINGca Z KITCHEN CABINETS BEYOND j NEW WOOD FLOOR ON $14" N Q PLWD. DECKING ON 2x10®Ib" FLOOR FRAMING LEVEL WEXISTING o r EXISTING FIRST FLOORW J• a I w z w z U. W• U W of - -awl, -- -- a N W. r. 00 a U .••• / // ~• V / • NEW FOUNDATION / N�X\ \\/\ ': /\\/\\/\\ / /� X� ITN/ON/AR/ AB D�\ /\/\/\/\/\/ / / / / /\ N N NEW CRAWL SPACE / / / / / ,GRADE. PROVIDE SLEEPERS AND / / \/\/\/\ /\�/\�\/\� \/ EXISTING FOUNDATION X//, yl, X// FLOOR JOISTS, SUBFLO>OR AND\ /\/ \ \\/\\/ \\/\\ \/\\ TO REMAIN \\/\\ \�NI�� MATCHjl S�% \\ \\\\ \// // // / \/X/\\\\\\\\\\\\\\\\\\\\\\\ \\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ ��-OF // \ \ /\ /\/j \ \ \//\//\//\//\//\/\/\/\/\/\/\/\\/\\/\\/\\ n` P \\//\\/\\/\\/\\/\\ op PROJECT�NO.: ` 1510 DRAWN BY: TCS CHECKED BY: DATE: B 12/3/15 SCALE: LE: 1/4"L1 ' -0" 3/8" = 11-011 SHEET TITLE: BUILDING SECTION SHEET NO: