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HomeMy WebLinkAbout36815-Z :e — =-%'3'f l,�c a Town of Southold Annex 10/16/2012 P.O.Box 1179 C $ 54375 Main Road Southold,New York 11971 t� CERTIFICATE OF OCCUPANCY No: 36009 Date: 10/16/2012 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 670 Gillette Drive, East Marion, SCTM#: 473889 Sec/Block/Lot: 38.-2-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this ofliced dated 10/24/2011 pursuant to which Building Permit No. 36815 dated 11/15/2011 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 &Alterations to a Single Family Dwelling: Bedroom, Bath, Walk-in Closet,Deck, as applied for. The certificate is issued to Kosavich,Kurt&Gertrude (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36815 10/11/12 PLUMBERS CERTIFICATION DATED 5/3/12 Sou ld Plumbing&Heating A h ' ,edSignature' fro-I TOWN OF SOUTHOLD FFOt�coGy BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy � v SOUTHOLD, NY rmzc-rr%� 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#: 36815 Date: 11/15/2011 Permission is hereby granted to: ; Kosavich, Kurt & Gertrude 340 Rushmore Ave 'Carle Place, NY 11514 To: Additions & Alterations to a Single Family Dwelling; Bedroom, Bath, Walk-in Closet, Deck, as applied for. At premises located at: 670 Gillette Drive, East Marion SCTM # 473889 Sec/Block/Lot# 38.-2-7 Pursuant to application dated 10/24/2011 and approved by the Building Inspector. To expire on 5/16/2013. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $552.40 Total: $602.40 a Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL. 76S-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 6f Fire Underwriters. 4. 'Swom statement from plumber certifying that the solder used-in system contains less than 2JI0 of 1%lead. . 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliahce-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 S50.00, Swimming pool$50.00,Accessory building$50.00, Additions to accessory.building S50.00,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 $1.5.00,Commercial$15.00 Date. f e, New Construction: Old or Pre-existing Building:' (check one) Location of Property: G 7C� ��-c'<G�77 �,z ��5 �x�G Vuc, � 'House No. Street ` Hamlet Owner or Owners of Property: `�u�t f �� ¢ye a�� 1�c�5 s c`� Suffolk County Tax Map No'1000,Section Block Lot Subdivision Filed Map. Lot: Permit No. 3 Date.of Permit. "Applicant: Health Dept.Approval: Underwriter's Approval: Planning Board Approval: Request uest for: Temporary Certif cafe Final Certificate: ✓ c eq (check one) Fee Submitted: $ /moo Applicant Signature SO!/ryolo Town Hall Annex Telephone(631)765 1802 54375 Main Road Avg Fax(631)765-9502 P.O.Box 1179 roger.riche rKED-town.southold.ny.us Southold,NY 11971-0959 �► • a0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Kosavich Address: 670 Gillette Dr City: East Marion St: NY Zip: 11939 Building Permit#: 36815 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Shore Power Electrical License No: 42536-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat gas Duplec Recpt 8 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 3 Smoke Detectors 3 Main Panel A/C Condenser Single,Recpt Recessed Fixtures 7 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect Switches 8 Twist Lock Exit Fixtures TVSS Other Equipment: 3-combination smoke/co detectors, 1-paddle fan, 1-exhaust fan, 1-ARC fault CB Notes: Inspector Signature: A Date: Oct 11 2012 81-Cert Electrical Compliance Form.xls CERTIFICATION Date: Building Permit No. �3 0 [� Owner: ay l h (Please print) ll Plumber: L4h6t& P 1 7 . (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. � G' (Plumbers Signature) Sworn to before me this 3 d day of 20 �- CONNIE BUNCH Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk Cour�- . Commission Expires Aprii Jp() ,o Notary Public, & ounty �pf so(/r�, hod ono col • ao coy, ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ /FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE C �� INSPECTOR r oF souryo� courm,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ]�FONDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) _ [ ] ELECTRICAL (FINAL) REMARKS: DATE 4,L7 ,q INSPECTOR r OF SO(/r�ol • ao TOWN OF.SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ION [ ] FOUNDATION 1ST [ OUGH PLBG. [ IF DATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: C DATE INSPECTOR UOUNi`1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [-✓INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ' /) pF SO(/Tyo ----- --- - — v o�yco ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSUL TION [ ] FRAMING/STRAPPING __ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: A�,5x_ DATE l�— INSPECTOR rjF SOUT�o h� l0 N JC cOUNiY,� TOWN OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSU ION [ ] FRAMING/STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR OF SOpT�,olo Lj couIN`l,N TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION . . . ' ... . . . . [ ] FOUNDATION i ST [ ] ROUGH PLBG.° [ ] FOUNDATION 2ND [ ] INSULATION-. - . . [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE 16 It ' INSPECTOR �Zl �� . FIELD INSPECT DATE COMMENTS ` /b(o • FOUNDATION(ism � FOUNDATION(ZND) ROUGH FRAMING& C PLUMBING r.IXH V N INSULATION PER N.Y. 1 ' � H STATE ENERGY CODE An FINAL e ADDITIONAL COMMENTSIN a 110 f � G rn � f • _ r1 Q V' TOWh;,OF SOUTHOLD BUILDING PERMIT APPLICATION CHECkLIST B,U LDIl'`'G DEPARTMENT Do you have or need the following,before.apply g? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 36 0 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees d _ Flood Permit Examine ,20 Storm-Water Assessment Form Hl Contact: ��uCLT Ko�^o ic.� Approved 1-�� ,20 Mail to: 30 Po4t mare- Ave CNPAe P(fVCrM 1y-Y. ��c S _ Phone: 5716 —331 Expiration E Building Inspector v 21 2011 PLICATION FOR BUILDING PERMIT BLDG.DEPT. Date O — Z� , 20 l TowN of souTHoD 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) SAtAOL PAS Abel iS (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder O w e,�c FrZ Name of owner of premises U R i (Z V'i C.I _ (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. N A �)x 1,1-114 —1 1 M e Plumbers License No. Electricians License No. " Other Trade's License No. 1. Location of land on which roposed w rk will be done: Co7� �,1�lF;n-F- of, ,,L House Number Street Hamlet 38 O Lot 0 7 County Tax Map No. 1000 Section - Block Subdivision Filed Map No. Lot r 1 - 2. Stateruxistin$use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 'KG;, b. Intended use and occupancy pzS 3. Nature of work (check which applicable): New Building Addition_ Alteration X Repair Removal Demolition Other Works l (Description) 4. Estimated Cost SO b0� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 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 S3 j Rear SJ Depth 23 Height o9 / " Number of Stories i' Dimensions of same structure with alterations or additions: Front 153 Depth y0=�`'' Rear. S,3! P Height_ 19=/ Number of Stories 1 8. Dimensions of entire new construction: Front �`1 Rear Z 5 `I'A ;,u Height I'7 lei" Number of Stories Depth_ I(, I 9. Size of lot: Front Rear Depth 10. Date of Purchase lol�6 Name of Former Owner_b a-, 1 I. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO '4, Will excess fill be removed from premises? YES NO X 14. Names of Owner of premises Address Phone No. Name of Architect b Avc r'baoc. 1.t-C , Address n•O.lbo*_I b'1S Soli A01,6 Phone No 6 3i- 1`16 , d 9 6 f; Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO JC * 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 )C * 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-Y _ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF } kvtr VOSAJ r(_kt _ hein��dul��sworn, L_. ., o .., .eF0scs and says t,�ai(sJne is the applicant (Name of individual signing contract) above named, (S)He is the C7(NNE 2 CONNIE D.BUNCH Notary Public,State of New York (Contractor, Agent, Corporate Officer, etc.) Qualffled in Suffolk County commission Expires April 14,2�l�, 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 t ` 154- day of 20� Notary Public --� Signature of Applicant °SUFFQtoe� Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM o PROPERTY LOCATION: S.C.TM.O: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 01>�j /r?:::71 ®Z o STORM-WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN �Ttrici e3'-er7on —MEN' CERTIFIED BY A DESIGN PROFESSIONAL iN THE STATE OF NEW YOM SCOPE OF WORK - PROPOSED CONSTRUC°I'ION ITEM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (Include Total Area of all Parcels located within I 1 0 ! Generated by a Two(2")Inch Rainfall on Site? the Scope of Work for Proposed Construction) I IPD(s-F (This item will include all run-off created by site b. What is the Total Area of Land Clearing ./Aires) clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed Site Improvements and the permanent creation of construction activity? impervious surfaces.) (S.F./Acres) PROVIDE BRIEF PRO 2 Does the Site Plan and/or Survey Show All Proposed JECI' DESCRIPTION lrrwlanna�uoeaerage,as Drainage Structures Indicating Size&Location?This Item shall include all Proposed Grade Changes and — Fx] Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion — and sediment control practices that will be used to control site erosion and storm water discharges. This Item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC SWPPP Requlrements: or within One Hundred(100')feet of a Wotiand or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres; including disturbances of less than,one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? Ej the DEC has determined that a SPDES permit Is required for storm water discharges. (SWPPP's Shall meet the Minimum Requirements of the SPDBS General Permit 8 Will Driveways,Parking Areas or other Impervious for Storm Water Discharges from Construction activity-Permit No.G13-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1.The SWPPP shall be prepared prior to the submittal of the N01.The Not shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of constnx;don activity. 2.The SWPPP shall describe the erosion and sediment control practices and where Q WiII this Project Require the Placement of Material, required,post-constriction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-0f-Way or Road Shoulder compliance with the terms and conditions of this permit.In addition,the SWPPP shall Area? itH(nil item will NOT Include the Installation or of Driveway Aprons.) identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice In a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed In New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable In the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit (NOTE: A Cherie Mark(J)and/or Answer for each Question is Required for a Complete AWICa ion) CONNIE D.BUNCH STATE OF NEW YORK, Notary Public,State of New York COUNTY OF.......RF..*.Q,!-K............SS No.01 BU6185050 Qualified in Suffolk County (Name of individual That I, ....� V(�� ......Kc�S RJ,tCIF .................................being duly sworn,deposes and ual signing Document) And that he/she is the .....Q�q-t� .............. .. (Owner Contractor,Agent.Corporate officer,etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set fortis in die application filed herewid). Sworn to before me this-, .......d�.. /...... day of............ ... 201 Notary Public: V�! P........,. ................. .... .. C:............... ............c ,.......... (Signature of Applicant) FORM - 06/10 o��pF SO!/r�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502. P.O.Box 1179 CA Southold,NY 11971-0959 �Q OOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD April 30, 2012 Kurt Kosavich 340 Rushmore Ave Carle Place, NY 11514 Re: 670 Gillette Dr., East Marion TO WHOM IT MAY CONCERN: The Following Items Are Needed To.Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. lumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees.#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall., Final Landmark Preservation approval. BUILDING PERMIT : 36815 —Addition/Alterations a. P. 3 6 � I BUILDING PERMIT EXAMINER CHECKLIST 'Date Submitted. - Date Reviewed. Applicant: Owner: I C A -ATch ee"ngineer: Estimated Cost: P03 .3 SCTM# i000 — 3 g — _ Subdivision: ����� Zone: /\� �� Conforming? /l/v Property Address: City: � �z` - Pre C.Os? r1/�nl Building Permits (Open/Expired): B -Z/C/O Z- ,info: Pv164L0G BP -Z/C/o Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/O Z- ,Info: BP -Z/C/o Z-_ Info: Single& Separate Search Required? Y o I Determination: ' SToRM /t}T `:._R M a,eF.: REQ. Lot Size: 4b ACT. Lot Size: '1) 7 (97, REQ. Lot Cov. A y 7c ACT:Lot Cov. REQ. Front 3.�ACT. Front 0 � REQ Side bo ACT. Side b K REQ. Ream_PROP. Rear 0 A_ REQ. Height_. 3 S' ACT. Height p /\ R E O.APTH Sl DES 9-s- ACT Ok Project De cription: Waterfront? Y orcuy If yes, water body: Panel# Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED QLAN S��� SIGNED, SFLEDSgPV�Y Suffolk County Health: Y of - If yes, *Bed#: _ *Date: _/_/ *Permit#: Town Septic: Yev' - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC9/1/75 Y Or 1/V� Date: —/—/ Permit#: or NJ Letter— Notes: Southold Trustees: Y ora>K Date: / / Permit M or NJ Letter—Notes: Southold ZBA: Y o Date: / / Permit#: —Notes: Southold Planning: Y crg- Date: '/ /_ Permit#: —Notes: Town Landmark C of A: Y or9- DTE: / / *NYS CODE-Compliance(page 2): Y or N,4 CaNTR/lcT oCeNS 15A ITy 1A/o1�kfENS coMp�NS.�ri�n/ Fee Structure: Calculation: Foundation: SF �b I X $ , =$ L� 0 First Floor: SF + Initial Fee: $ oZ-d O 0 10 Second Floor: SF +Additional Fee (_ :.$ Other: SF SF X$ =$ Total: SF +Initial Fee: $ C OF © FEE) a + Additional Fee ( : $ As BUILT FEE TOTAL: NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC'D,ESIGN CRITERIA: Ground Snow Load:20 Wind Speed: 12OMPH Seismic Design Category:B Weathering: Severe Frost Depth: 367 Termite: M-H' Decay: S-M Design Temp: 11 -lee Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE u FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS:YIN ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: YIN o WINDOW AND DOOR SCHEDULE: -MISSLE TEST REQUIREMENTS: Y/N EGRESS S.7 S.F.: Y/N t LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRES S: YIN PLUMBING RISER DIAGRAM:ON . LOCATION OF FIRE PROTECTION EQUIPMENT: YIN TRUSS DESIGN: Y/N CERTIFICATION: YIN ENERGY CALCS: YIN (RESCWECK) TOTAL COMPUENCE? Y/N (RETURN TO PAGE ONE) SURVEY OF LOT 26 MAP OF 25� MARI O N MANOR vlte FILE No. 2038 FILED MARCH 18, 1953 SITUATE EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-38-02-07 SCALE 1 "=20' SEPTEMBER 22, 2011 s' �9/1 AREA = 11 ,866 sq. ft. 0.272 ac. a a d' a. .. ° d a d 4 1 d Un c ° a \ .4 . V a a \� \ \ a�OZ o d.. 9L o ° PRO ` 9" Op \ G) �, , `Pc^ roc^ d O /OTC^ S`0aP "y 0 G°N AP 0 T \ a d / M Gym 01,�PG r0 ��Z �?Cr _j O� 0 O 5,\P�6 d "0' S Oy at11 oy� G� / STANDARDS FOR TITLE SURVEYS AS ESTABLISHED y�'7170 n� OG PREPARED IN ACCORDANCE WITH THE MINIMUM . p x / J BY THE L.I.A.L.S._AND APPROVED AND ADOPTED FOR SUCH��r� BY THZ_ 'W YORK STATE LAND O,Oy TITLE SOCIATr0j:j1Fjj/ o��o �NF7 Qy rn0 J. <t) Op S SriA N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE ■ a EDUCATION LAW. Nathan Taft Corwin III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. In e no L.S. LENDING INSTITUTION LISTED HEREON, AND P 9 9 TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. Title Surveys — Subdivisions — Site Plans — Construction Layout CERTIFICATIONS ARE NOT TRANSFERABLE. Y Y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS__._, AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 31 -165 BPIGENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION %r!%N T R C 0 ' 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF RIVERHEAD, NEW YORK, BUILDING CODE, AND General Notes: REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: Wood: - 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: e u ASSOCIATES, ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF RIVERHEAD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, 2. All structural wood shall be in accordance with the national design specifications for wood construction — latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A D ®A®K ASSOCIATES Id.0 FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. B• LOCKED AREA. residential d,commercial design.engineering.consulting BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BUILDINGS, OBTAIN ALL, REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 4. Pre—manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 506MainStreet phone: (631)767-6071 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF RIVERHEAD, NEW YORK, AGENCIES 1 a. All trusses shall be "shaped" as shown on architectural cross sections. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. Westhampton Beach,NewYOTt 11918 fa>C (631)466-3354 SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. E-Mal: CAmi8888@aol.com 2 5. Erect and brace trusses in accordance to truss plate institute recommendations. Deerkosld,Arm&Kehl Associates,LLC®formerly East End Design Associates,LLC F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. »/ ., Jr 777777/77/7 THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED a. All plywood shall be in accordance with the American Plywood Association (A\PA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the 3• CONSTRUCTION AREA. THE CONTRACTORSHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR b. Plywood sheathing shall be continuous over two or more spans with grain o4 face plys across supports REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY corporation or equal. GAS TO BE USED DURING CONSTRUCTION. ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, OR DURING THE EXECUTION OF THE WORK. LLC. No part thereof shall be copied, disclosed 4 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: to others or used in connection with any work or project other than for which they have been THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 8 Design values; A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, prepared without written consent. 5' PLUMBING, ELECTRICALS, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH E = 1,600,000 PSI _ C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. PSI Fb — 825PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 6• ELECTRICAL WORK SHALL BE PERFORMEID BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design values: ACCUMULATION. a. Laminated Veneer Lumber (LVL): 7• THE CONTRACTOR SHALL DO ALL CUTTINJG, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE E = 1,900,000 PSI 4. NOISE AFTER HOURS: DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. P Fb = 2600PISI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 8• ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. B. EXCEPT LEGAL HOLIDAYS, ALL DIMENSIONS ARE ESTABLISHED FROPM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH DEERKOSKI,ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. g• LEVEL OF THE FIRST FLOOR ARE TO B3E REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 10. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE INCONVENIENCES TO THE OTHER NEIGHHBORS. RESOLUTION. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN 11 . REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND 6 SPECIAL SAFETY NOTES THE CONTRACTOR WILL. COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR W/ORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE 12. THE CONTRACTOR WILL. COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF RESOLUTION. THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR 13. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY 14. AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM1 & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 PROVIDE SINGLE AD MULTIPLE—STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS OCCUPANCY OR SINGLE AND MULTIPLE—STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. USE E I) UNIL VV11_1,11-_ Vk/iFIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE I E��.dU I v CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA , v OF NEW YORK STATE AND THE AMERICAN FOREST & PAPER ASSOCIATION AF & PA WOOD FRAME r CCl J f GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD � ( ) QS �+,,�,��� �1,y� '._y! J SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. WENT REQUIRED HAZARDS CATEGORY _ 45 Ibs/sqft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C NOTE: NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS DESIGN CRITERIA FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE ALL VENT PIPES ARE TO [HAVE LEAD COATED COPPER SLEEVES COVERS PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE{LOADS ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY RETAfNSTORMWATER RUNOFF (in pounds per square foot) EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR FACH CASE. PURSUANT TO CHAPTER 236 USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD - OF THE TOWN CODE, SHEATHING NOTES: USE OCCUPANCY EXTERIOR BALCONIES 60 10 ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST c & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO /LU#V,SERCERTIFICAT10,*4 RESIDENTIAL R-3 DECKS (f) 40 10 FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ON LEAD COVENtPSr—ORE (1) SHEATHING TO BE NAILED TO CCA SILL PLUMBING C- -ICATEOFO�'CUPANCY TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 �!l.iL F'LU'.R"�tNtG WASTE ��, (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX ,BEAM 0LDER USED IN WATER TYPE GROUP 3 SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES t WAT tl CINES NEED, UPPLYSYSTEI f CANNQT ATTICS WITHOUT STORAGE (b,e) 10 10 (4) SHEATHING TO BE NAILED TO TOP PLATE TF%1' "iNG LIEFORE COVERING EXCEED v ( ��c�EEC 2/10 OF 1/ LEAt1. V B ATTICS WITH STORAGE (b,e) 20 10 NO SUBSTITUTIONS HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 PROJECT: All framing hardware shown on these plans, CON'PLY Yt 1 : H ALL CODES OF ADDITION HEIGHT FIRE AREA SLEEPING ROOMS 30 10 unless otherwise indicated, is Simpson Strong-Tie, NEW YO^K STATE & TOWN CODES HEIGHT, BUILDING. No substitutions are approved or authorized, AS REQUIRED AND-Gee-D lGNS-eF TO THE 3" THROUGH ROOF THE VERTICAL DISTANCE STAIRS FROM GRADE PLANE TO 40 (c) 10 Due to the relationshi s of framing hardware t0 S0IJTHO LDTOWNZBA KOSAVICI-I THE AVERAGE HEIGHT UNLIMITED AREA p g OF THE HIGHEST ROOF 3 STORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 the other components of the structure, any framing ++ SOUTH t�. LANNINGBOARD SURFACE = 14'-2 AS PER TABLE 503 hardware substitutions will render these plans RESIDENCE ROOF AS PER SECTION 502 OF ROOF 30 10 nutt and void, and wit( result in the installer/contractor WS. ' " . uTHE BUILDING CODE OF assumin onsibi(it for the desi n and _._,._..� v ..�� DEC NEW YORK STATE. g re5 p y g a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000— performance of the entire system. ELECTRICAL INSPECTION TOTAL HEIGHT FROM RIDGE TO GRADE 17'-10 " POUND LOAD APPLIED OVER A 20-SQUAREE-INCH AREA. ITIO�lI REQUIRED c MASTE BATHROOM b) NO STORAGE WITH ROOF SLOPE NOT OVER 2 UNITS IN 12 UNITS. APPROVED Q 670 GILLETTE DRIVE LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGINED FOR THE UNIFORMLY ' " ®�/®Q �^ 2" 2" OVER DISTRIBUTED AREA OF 4 QUARE OR A 3INOCHE , WDIICH CONCENTRATED CES TLOAD HE GREATER JIDE B.P• 3 t701 J EAST MARION, NEWYORK ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES.2" 3 WASHER55a'i B� DRAWING TITLE: VANITY d) A SINGLE CONCENTRATION WITH WOOD TRUISSES SHALL BE DESIGNED IN TO ILE7r ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER ACCORDANCE WITH SECTION R802.10.1. N01�pY 6iUtLUNG DLPAr,1?;'_NT f`..F SHOWER %C11+-11j,)2 8 A!J TO i Pai FOR THE: _712 FIRST FLOOR e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS Ft7d_hC "vif2'+IINS�1ECTI"ON& GENERAL NOTES '` `�11 F0,,,!,10 T10,N- `0REQu��ED PLUMBING RISER DIAGRAM 2.. TABLE R402.2 FOR POURED CONCRETE 3 2" MINIMUM SPECIFIED COMPRESSIVE STRENGTfH OF CONCRETE t ' W_�Ipt;IFh } L� �RI�aC ^'I C�FULKI'°11G 2 2 MINIMUM SPECIFIED Ysv i!!L1rI",' SET: ISSUED FOR: DATE: 3" 2.. AREAS OF STRUCTURE COMPRESSION STRENGTH a fc ;r�,p �CV,i i �*m 4I -""- ( ) ( ) r"STRUM,i hC3�i,�B'_`;�,�.Jam:._ EX. CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION -- a-tC�PLETE FOR C.( WEATHERING POTENTIAL ,�', 3" 4" F.A. VENT 6" EX. BASEMENT 948 sq. ft. SEVERE (b) r 'tFa m ABOVE GRADE EX. FIRST FLOOR 1060 sq. ft. Fi ' fE<cAYi'�"1t11i NEW C.O., C.O., 4"C.0• 362 s . ft. C.O., NEW FIRST FLOOR 4 BASEMENT WALLS, FOUNDATIONS AND OTHER 3•. NEW CRAWL SPACE 389 sq. ft. CONCRETE NOT EXPOSED To THE WEATHER 2,500 (c) TO SCWA APPROVED NEW BALCONY NA 4" Cl SEWERAGE SYSTEM LOFT NA SEAL: DATE: HOUSE TRAP ATTIC (HOUSE)(c) 362 sq. ft. BASEMENT SLABS AND INTERIOR SLAB ON 2,500 (c) JULY 26, 2011 ATTIC (HOUSE)(b) NA GRADE, EXCEPT GARAGE FL LA PROJECT NO: GARAGE NAB 916-201 1 C COPYRIGHT 2011 D.A.K ASSOCIATES LLC. �' ` ' ATTIC (GARAGE)(c) NA DRAWN BY: Y ` B FOUNDATION WALLS EXTERIOR WALLS AND ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED " BASEMENT WALLS BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEAkTHER 3,000 (d) UNDER FEDERAL COPYRIGHT LAW. BDK PLUMBING RISER DIAGRAM (NTS) SCREENED PORCHES NA r- CHECKED BY: suNRooM NA PLANS MAY NOT BE REPRODUCED WITHOUT DECKS 351 sq. ft. PORCHES, CARPORTS AND STEPS EXPOSED TO WRITTEN AUTHORIZATION. JJD COVERED PORCHES NA THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF SHEET NUMBER: COVERED ENTRANCE NA D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE s, POOL HOUSE CABANA NA '�• ' ACCESSORY STRUCTURE NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. \ (a) AT 28 DAYS PSI G1 (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL (a) WITHOUT STORAGE (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT To FREEZING AND THAWING DURING Acceptance of these drawings does not authorize the right to build without (b) WITH STORAGE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IIN ACCORDANCE WITH FOOTNOTE (d) the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONJTENT (PERCENT BY VOLUME OF CONCRETE) of Health Services, Town Building Departments, DEC, FEMA, etc. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAIN 7 PERCENT. Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI PE (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT.. construction. © T1•A•g ASSOCIATES,v,c s SIMPSON STRONG—TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF TWO 8d NAILS THIS M T S 2 0 L_ T S 2 0 / /y' FASTENERS ALLOWABLESIDE OF TRUSS.LOADS 1,2 LOAD `M1 LATERAL WITH TOTAL FOUR [ MODEL GA UPLIFT UPLIFT CODE $ \ TO AVG (133/160) BAILS REF. 8d NAILS NO. RAFTERS/ TO TO ULT. NAILS INTO TRUSS TRUSS PLATES STUDS (133) (160) F F2 (133& STU NOTE: REFER TO SIMPSON WOOD CONSTRUCTION SIMPSON TAKE-UP WASHER PROVIDE CEILING _. SIDE OF CEILING ('� H7 16 4-8d 2-8d 8-8d 2991 93(0 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND f AND ON SIDE O D �AoK AQSOC1L11LJ PROPER INSTALLATION PROCEDURES Ell. i residential & commercial design•engineering•consulting H6 16 8-Bd 8-8d 3983 915 950 650 5, 44 DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) ° (TOTAL) LEI`VGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER TWO ART "x12 506 Main Street hors; ° o° ft hampton Beach,New York 11978 fc�C 163114&-M AVG CODE 8d NAIL ° / p (631J161-6011 MODEL GA MAX. CLEAR ULT. LFTA 2 LFTA REF. INTO ° ! 'o, N0. WIDTHSPAN L QTY DIA 11" 2" 21" 3" 34" 14" 2" 21" 3" 3}" PLATES EIGHT 24 &Mal: CAm18888�ad.com INTO 8d NAIL Deewkosld,Arm d.KeN Associates,LLC•forme East End Design Associates,LLC LFTA 16 21" 17" 3g�"16-10d — 4200 1205 1400 5, 44, 85 STUD S P 4 T 7� j •,r 2 DOUG-FIR LARCH / SO. PINE FASTENER ALLOWABLE UPLIFT LOADS ° OWNERSHIP & USE OF DOCUMENTS: MODEL L AVG AB 10d x 11" CODE r These drawings and specifications including the NO. 10d 10d x 1k" ULT. REF. LFTA LSTA21 ° Ideas, design and arrangements represented (13:3 / 160) (133) (160) therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed MTS16 16 14-10d 14--10d x 11" 3116 1000 840 1000 3, 41, 128 ° to others or used in connection with any work MTS20 20 14-10d 14--10d x 11" 3116 1000 840 1000 3, 41, 128 0 ° ° or project other than for which they have been o° °° prepared without written consent. ART "x12 0 Simpson Strong-Tie LST20 20 12-10d 12--10d x 11" 2383 775 720 720 3, 41 ° HGA10 aNW— DETAIL "Ell ° COUPLER NUT DOUG-FIR-LARCH Equal number of o° SO. PINE CODE TYPE OF DIRECTION ALLOWABLE LOADS REF. specified nails in MODEL CONNEC- OF LOAD N0. TION FLOOR ROOF (1333/ p °(100) 125) 1601 each e n d �� Simpson Strong-Tie DETAIL K11 G 515 645 67CD I C S 16 LTP4 5 J 515 645 67CD 6, 39, 97 DETAIL "H" H 515 645 67CO MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOEDOWN ARTJ'x12 STUD DEFLECTION DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF, N0. BASE BODY 4 ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE STU 8"— GA GA HB SB W H B s0 CL DIAS'a DESIGN LOAD DESIGN Ooo �SIMPSON 0 DIA 11" 2" 21" 3" 31" 51" LOAD WHEN ILL PLATOFF o o TAKE-UP WASHER a HD2A 16 12 4A" 21" 2J" 8''" 2A" i" 1t's" �' 2 �' 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 o 0 MODEL DIMENSIONS FASTENERS AVG ALLLOWABLE UPLIFT LOADS o ART8"x12 NO. W L STUD PLATE ULT. DF / SP CODE (133)2 (160) REF. SP4 3a" 74" 6-10d x 11" — 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLLOWABLE TENSION LOADS CODE U N0. CA yy L NAILS FLOOR (133) (160) REF. 11 o0 WORK NOTES: 00 LSTA21 20 i " 21 16-10d 9)05 1205 1295 7, 40, 90 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE M o OD L NAILS CA WFLOOR (133) (160) REF. ,00 LUS46 Simpson Strong—Tie MSTA24 18 14" 24 18-1 d 1025 1370 1640 7, 40, 90 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE L SPACING REF. N0. (LENGTH END GA CUT LENGTH (TOTAL) (100) (133 / 160)2 oc. A OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT SSlmpson Strong-Tie 28-8d 1235 1650 2 H6 CS16 150' 14" 16 CLEAR SPAN +31" 11; 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE DIMENSIONS FASTENERS NOTED. FAILURE TO COMPLY WITH ALL NOTES DN. OUG-FIR LARCH S0. PIN A WA AD MODEL ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" tOd 16d ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 4, 1 4j" 2 — 4-16d 4-16d 6076 1140 1160 1000 1 1150 — 1250 7, 40, 127 DETAIL "I" 5.•_ HUS210-2 14 39" 1 9i" 2 8_16d 8-16d 6076 1755 2105 — 1650 1900 2065 1, 36, 84, 122 STU 8 ART "x12 SIMPSON MODEL FASTENERS UPLIFT UPLIFT LATERAL CODE TAKE—UP WASHER N0. GA ULT. (133/160) REF. TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 HGA10KT 1 14 4-SDSJ"x11" 4-SDSJ"x3" 1523 435 435 1165 940 USE A MINIMUM OF S P 4 �N W— TWO Bd NAILS THIS COUPLER NUT 5 8 — SIDE OF TRUSS. CNW- STU " S P 4 COUPLER NUT SIMPSON8 TOTAL FOUR �. m �1SE A MINIMUM OF - 8d NAILS TWO 8d NAILS THIS MTS16 STU J-- LSTA21 SIMPS❑N TAKE—UP WASHER INTO TRUSS SIDE OF TRUSS. MTS16 SIMPSON TOTAL FOUR �. m TAKE-UP WASHER 8d NAILS HD2A Strong-Tie INTO TRUSS ° LSTA21 HUS210-2 4/101 8W0 AIL °° FI PROJECT:TO ADDITION PLATES °o° ° 8" ANCHOR BOLTS EIGHT TWO ° Bd NAIL Bd NAILS 0 INTO INTO DETAIL "All TO THE STUD Simpson Strong- le PLATES °p° CD H7 EIGHT--' /8d NAIL KO S"I C H ' INTO o ® DETAIL "D" DETAIL "G" STUD Simpson Strong-Tie DETAIL "J" H7 Simpson Strong-Tie RESIDENCE LFTA ROD SYSTEM LFTA LFTA BP 670 GILLETTE DRIVE N . Y. STATE ENERGY CODE PRESCRIPTIVE DESIGN EAST MARION, NEWYORK I DRAWING TITLE: l ' AS PER CHAPTER 1 OF THE ENERGY CONSERVATION CONSTRIUCTION CODE OF NEW YORK STATE, SIMPSON WINDLOAD LTP4 SECTION 101 .4.4, ADDITIONS, ALTERATIONS, RENOVATIONS OR REPAIRS, CHARTS & CALCULATIONS I LTP4 ADDITIONS AND ALTERATIONS SHALL CONFORM WITH SECTIONIS 101 .4.4.1 — 101 .4.4.3 DETAIL "L" & STRONG—TIE DETAILS LTP4 101 .4.4.1 ADDITIONS: SET: ISSUED FOR: DATE: DETAIL "C"Tie Stron Simpson ADDITIONS SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW p g CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTIONJ(S) OF THE EXISTING OR BUILDING ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Floor-to-Floor Connections SYSTEM(S) TO COMPLY WITH CODE. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS (CONDITION OR OVERLOAD EXISTING SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST BUILDING SYSTEMS. & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL,: DAZE: LTP4 DETAIL "B" FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. 101 .4.4.3 OTHER ALTERATIONS JULY 26, 2011 LTP4 (1) SHEATHING TO BE NAILED TO CCA SILL /fir g.' ::::.:.: PROJECT No: WHERE LESS THAN 50% OF A BUILDING SYSTEMS OR SUBSYSTEMS, MEASURED IN UNITS _.� . _: E.., (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM ,� .; ; :; ,,-., <. 916-201 1 Simpson Strong-TieIJ APPROPRIATE TO THAT SYSTEM, IS REPLACED OR WITHIN AN' �' 12 MONTH PERIOD, ALTERATIONS (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES ' . _ DRAWN BY: Floor-to-Floor Connectiorns TO THAT PORTION OF THE SYSTEM SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION (4) SHEATHING TO BE NAILED TO TOP PLATE T BDK OR OVERLOAD EXISTING BUILDING SYSTEMS OR SUBSYSTEMS. a, CHECKED BY: NO SUBSTITUTI❑NS :4 JJD SECTION 402 All framing hardware shown on these pl SHEET NUMBER:ans, BUILDING THERMAL ENVELOPE unless otherwise indicated, is Simpson Strong-Tie, No substitutions are approved or authorized. G2 402.1 INSULATION AND FENESTRATE CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF TABLE 402.1 (1 ) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. Due to the relationships of framing hardware to the other components of the structure, any framing DOB NUMBER: OF hardware substitutions will render these plans null and void, and will result in the installer/contractor JAMES J DEERKOSKI PE assuming responsibility for the design and ® D-A•L ASSO(7AM ne performance of the entire system, D •A o K ASSOCIATES roc residential & commercial design•engineering.consulting 506 Main Street phone: (631)767-6071 Westhampton Beach,New York 11978 fare (631)466-3354 E-Mal: Ckm8888@aol.com Deerkosb,Arm&KeN Associates,LLC•formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been _ — — — — — — — — — — — — — — — prepared without written consent. — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - JI II - - - - - - - - - - - - - - -� r- - - - - - - - - - - - - - - - - - - - - - - - - J I II II II Ii II I I Existing H2O I Pump and Tank II II II II II II II II I I I I EXISTING BASEMENT I I II II II II II II II II II 200 Amp. I I I Electrical I I Existing Furnace 2x8 Panel I EXISTING GARAGE I I Existing Girder 2x8 I II II II I I I I Existing Girder Existing Girder Existing Girder II I � - - - - --e- - - - - -e- - - - - - e - - - - e - - - - -- I WORK NOTES: II II II II II II I I I EXISTING BASEMENT I I II I 10' II 1' —54" -24 I I I Fuel Tank I I I Provide min. 24"x24'x 12" to be Conc. footing. Removed I I I I 1 1 Provide 3" New Steel Column (Verity with Owner) Provide min. 24"z24"x 12" I I I I Provide min. 36'x36" _ / Conc. footing. L _ _ _ _ _ _ _ _ _ _ _ _ _ _ J access into crawl space J� Provide 3" New Steel Column /Z Existing Concrete F ndation _ �_ -0�—� I VIF 7 _ — — — — — — ROVIDE NEW GIRDER (2) 1 "x 9 LVL moo PROVIDE HOUSE BEAM E — J L — J 0 I (Irx 9J"LVL Flush Beam) I L — Provide header under floor joists as required _J — — — — — — —'C— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I o Existing Concrete Foundation Existing Concrete Foundation PROVIDE HOUSE BEAM (1rx 91" LVL Flush Beam) r 0Z I � E I Existing Floor Joists To Be Cut Back and I I I Provide 12" Conc. Filled L — _ _ _New House Beam to be Installed _ — — Line of building above — — — Line of building above —— — — — — — Line of building above — Sona Tube Bottom at o� S-O" Below Final Grade. 1 1 I I Line of building above I I 3 2x10 AC Girder xx10 A it er x10 A it r (Verify Location According 52" 82" '� -6'r I I " � Z � x 1(2) 16" Sona tube column � " to Final Grade) 4" " 3N ON4N - 24"x 24"x 12" FTG. 7 7 "Joist Beam A" ) ^ i - o Q - _II ( ) - 7' - E3 Verif Width of Stairs ICU I 21 x 9" LVL GirdedF o „ 1 x 9" LVL Girder 21 x 9"LVL Girder 1' -7" 6- 6-" 1' Y r\ - - v I Prior to Construction -xu �s I I — x •3NW L J L _ J x I o 0 0 -_ o I ;� Jg 52' -7' 3'-72" I 2'-1 1' ) ,- I I N N N I 4 `n 5 I, 5 I Contractor is to Insure that NEW DECK FOOTINGS iv I �-1' — — — -25"� 7�-88" the Top of the Finished Deck Matches the Bottom of the M I m C " NEW CRAWL SPACE j I o Door Sill. (ADA Compliant) Q "Joist Beam B" 0 CD PROJECT: 2" P.C. Slab (Smooth Finish) I N ADDITION 52 m �' 7'-114" I I I Provide 40 ACQ Post TO THE LN L - - - - - - - - - - - - - - - - - - - - - - - - - SHOWER FLOOR JOIST DETAILS — _ — J (3)2x10 ACQ Girder (3)2x 10 ACQ Girder (3)2x10 ACQ Girder KO S"I C H - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '-7, e,-67• -67. 1,�, Provide min. 24"z24"x 12 RESIDENCE " 4 2 Conc. footing (Bottom of Footing to be Min. of 3'-0" Below Final Grade.) 670 GILLETTE DRIVE EAST MARION, NEW YORK EXISTING HOUSE LAYOUT DRAWING TITLE: SHOWING NEW FOUNDATION AND FOUNDATION LOCATION- FOOTING PLAN SET: ISSUED FOR: DATE: SEAL: DATE: JULY 26, 2011 PROJECT NO: 916-201 1 DRAWN BY: BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. r- CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTEDy. JJD NOTE: UNDER FEDERAL COPYRIGHT LAW, " SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT ALL ANCHOR BOLTS ARE TO HAVE BOLTS BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE WRITTEN AUTHORIZATION. PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A101 WASHERS. (SIMPSON) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE NOTE: PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. uOB NUMBER: of FLOOR JOISTS ARE TO BE SOLID NOTE_: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS Acceptance of these drawin s does not authorize the right to build without the authorization BLOCKED 48" oc, FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. P 9 9 JAMES J DEERKOSKI PE BAYS PARALLEL TO EACH OTHER FROM of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D,A,K ��,�� EACH END PARALLEL SIDE OF HOUSE 3 " Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such NOTE:: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1/ x 9Y LVL HEADERS agencies prior to construction. " "_ jr EXISTING COUNTRY KITCHEN D oA°K ASSOCIATES LLC residential R commercial design •engineering•consulting EXISTING LIVING ROOM 506 Main Street phone: �631�767-6071 Westhampton Beach,New York 11978 fax: �631)466-3354 E-Mail: CArm8888@aol.com Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: EXISTING GARAGE EXISTING BATH These drawings and specifications including the EXISTING STAIRS ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, L.L.C. No part thereof shall be copied, disclosed to others or used in connection with any work EX' or project other than for which they have been CL. prepared without written consent. EX. CL. EX. CL. EXISTING BEDROOM LF EXISTING BEDROOM EXISTING BEDROOM EX. .,�, '� CL. EX. a. EXISTING HOUSE LAYOUT WORK NOTES: EXISTING HOUSE z � Z Q N w LU w EXISTING HOUSE D= provide kneewall above bearing I Li M� wall to underside of rafters I o z ov Verify load on girder in basement EXISTING GARAGE _1 3 S/D PROJECT: z ADDITION _ TO THE �I� NEW w Z KOSAVICH 3 ~ WALK—IN � owo X provide kneewall above bearing CLOSET 3' 6' PROVIDE ALTERNATE ROOF PRICE FOR STRIPPING AND INSTALLING NEW 40 YR RESIDENCE wall to underside of rafters NEW ARCHITECTUAL ROOF SHINGLES INCLUDING ALL MATERIAL FOR EXISTING HOUSE. —IN z� CL. J JP�- J EXISTING HOUSE EXISTING HOUSE PROVIDE ALTERNATE PRICE FOR STRIPPING AND INSTALLING NEW SIDING ON THE 2) 1� x 11r NORTH SIDE OF THE HOUSE INCLUDING ALL MATERIAL PROVIDE ALTERNATE PRICE FOR STRIPPING AND INSTALLING NEW SIDING ON THE dresser w/mirror � -(Icv -� `�— �� WEST SIDE OF THE HOUSE INCLUDING ALL MATERIAL AND 2 ANDERSEN WINDOWS __ _ _ _ r 670 GILLETTE DRIVE M I,_ c ) w - a location PROVIDE ALTERNATE PRICE FOR A NEW DECK ON THE REAR OF THE HOUSE w .--SIN °O 84 ZT I (EAST MARION NEW YORK I Line of tray ceiling above S pp I 3' I /I LNEW 2868 NOTE: FUEL TANK OR FUEL TANK FILL MAY HAVE TO BE MOVED ON REAR OF EXISTING F W HOUSE /GARAGE DRAWING TITLE: I I -KU PROVIDE CLASS DOOR CN NEW I I �' NEW LOW-E GLASS j QF MASTER NEW - g Tw21o42 d BATH I MASTER : .� �-� f 5T FLOOR PLAN i I ' I 1, BEDROOM I 1, Verify width of Stairs 3 I t / .1 52 ',� Prior to Construction '-ll1' 4'-9" I 16' I 0 r. SET: ISSUED FOR: DATE: 4 I I , I o in r•lcv ow fed oor . Contractor is to Inswre that NEW DECK co I I iu the Top of the Finishied Deck " Trex Decking I I I (Verify with owner) o � Matches the Bottoms of the ower I I Door Sill. (ADA Cormpliant) IN S 7 ll4•Con s c� Line of tray ceiling above F/L ! --------- ————————— cli o �co 1, SEAL: DATE: JULY 26, 2011 4 PROJECT NO: IN TW21042 TW21042 Handrail �pF NEW yo 916-2011 In 3"SM (Verify style and S.DEERk0 DRAWN BY: make with owner) co) BDK © 0'-6 4'-9 COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. w CHECKED BY: 4" ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED n a ? JJD 5'-41' UNDER FEDERAL COPYRIGHT LAW. 4 c^ *�-� 2 !'' �� PLANS MAY NOT BE REPRODUCED WITHOUT d� a 2 SHEET NUMBER; WRITTEN AUTHORIZATION. °ROFESSVO NEW FLOOR PLAN ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Al 0 2 D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE 510 SQ/FT NEW MASTER BATHROOM / MASTER BEDROOM PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF ALL HEADERS ARE TO BE (2)2x10's UNLESS OTHERWISE NOTED) Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI, PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building cD D•A•K ASSOCIATES, Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such I agencies prior to construction. PR D•A®K ASSOCIATES ac residential & commercial design•engineering•consulting 506 Main Sheet phone: (631)767-6071 Westhampton Beach,New York 11978 fCDC (631)466.3354 E-Mal: Ckm8888@ad.com DeerkoW,Arm&KeN Associates,LLC•formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. EXISTING HOUSE Z z DC Q:� Q o�W w � � EXISTING HOUSE provide kneewall above bearing o (N-� wall to underside of rafters o z�� Verify load on girder in basement EXISTING GARAGE WORK NOTES: _12" a ~oD NEW z w N WALK—IN z _ a z X_ provide kneewall above bearing CLOSET 3 6" wall to underside of rafters LN �EU EXISTING HOUSE EXISTING HOUSE M 2) ii" x11b" —CVL 1Teade dresser w/mirror 3 �xu location N a ,-81 I 3 i----------- �,— W Z Z ~E .P N I Line of tray ceiling above S/p I k '%, - -3' I v I NEW 2868 Z ZU r;xU PROVIDE GLASS DOOR � NEW I I m NEW LOW—E GLASS I TW21042 N MASTER NEW o 3 0 BATH i ff MASTER I ' uu 1" I 1 �)�1 BEDROOM �„ Verify Width of Stairs C 3 I in Z 7/ Prior to Construction 2 '-9" I 16 I 2 CD 4 I I N i" 1 `IN hower aor Trex Decking o In r, fired0 2,�. I � i Contractor is to InsurEe that NEW DECK _ 00 I I — iu ! the Top of the Finished Deck Z yf,2 g i I I ,�/.-� (Verify with owner I � Matches the Bottom cof the Y ) 0 ower I Door Sill. (ADA Complliont) 1" 3�Con s ~E� I I PROJECT: ADDITION 52 7 —114 I Line of tray ceiling above I �, r F/L L———— ---�----------J � co� _._...� TO THE 52" 7'-84' K Handrail OSAVICH �inN TW21042 3"SM TW21042 / °'� Lf / >� (Verify style and RESIDENCE ' PROVIDE ALTERNATE ROOF PRICE FOR STRIPPING AND INSTALLING NEW 40 YR make with owner) 0'-62" 4'-94„ ARCHITECTUAL ROOF SHINGLES INCLUDING ALL MATERIAL FOR EXISTING HOUSE. PROVIDE ALTERNATE PRICE FOR STRIPPING AND INSTALLING NEW SIDING ON THE 4' NORTH SIDE OF THE HOUSE INCLUDING ALL MATERIAL 37y PROVIDE ALTERNATE PRICE FOR STRIPPING AND INSTALLING NEW SIDING ON THE 670 GILLETTE DRIVE WEST SIDE OF THE HOUSE INCLUDING ALL MATERIAL AND (2) ANDERSEN WINDOWS PROVIDE ALTERNATE PRICE FOR A NEW DECK ON THE REAR OF THE HOUSE EAST MARION, NEW YORK (27'-8"x 12'-4") NOTE: FUEL TANK OR FUEL TANK FILL MAY HAVE TO BE MOVED ON REAR OF EXISTING DRAWING TITLE: HOUSE /GARAGE FLOOR PLAN R f� � ���� SET: ISSUED FOR: DATE: I sT FL00 PFAt �� 510 SO/FT NEW MASTER BATHROOM / MASTER BEDROOM ALL HEADERS ARE TO BE (2)2x10's UNLESS OTHERWISE NOTED SEAL: DATE: JULY 26, 2011 PROJECT NO: 'i,' 916-2011 DRAWN BY: BDK © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED JJD UNDER FEDERAL COPYRIGHT LAW, SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT i,�;`� WRITTEN AUTHORIZATION. ,;- ° .,,. Al 02 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building p D•A•% ASSOCL41%ac Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. R EMIL D ®A e K ASSOCIATES ac residenml E, commercial design.engineering•consulting 506 Main Street phone: (631)767-6071 Westhampton Beach,New York 11978 falc (631)466-3354 E-Mal: CAm18888@ad.com Deerkodd,Ann&KeN Associates,LLC®formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed Fto others or used in connection with any work or project other than for which they have been prepared without written consent. I EXISTING HOUSE EXISTING GARAGE EXISTING HOU E EXISTING RIDGE NEW 2X6 RAFTERS — 16"oc. NEW 2x12 RIDGE 'pq WORK NOTES: ,�J o Ll POST z � �P v i tl Z Bearing Wall / Header Bearing Wall i Bearing Wall EXISTING HOUSE EXISTING HOUSE Li ______________-L If rafters are to remain, a kneewall Gq�� is to be constructed over bearing F I wall to support rafter tails. r n I,I vFw PROVIDE GLASS DOOR NEW LOW-E GLASS O L TW21042 NEW 2X6 RAFTERS — 16"oc. Verify Width of Stairs w Prior to Construction c� a iz 0 0 N z „ NEW 2X6 RAFTERS — 16"oc. DECK (Verify style)and Contractor is to Insure thait make with owner) the Top of the Finished Deck PROJECT: Matches the Bottom of the ADDITION Door Sill. (ADA Compliant) TO THE KOSAVICH RESIDENCE 670 GILLETTE DRIVE EAST MARION, NEW YORK DRAWING TITLE: ROOF PLAN ROOF PLAN- S ET: ISSUED FOR: DATE: PROVIDE ALTERNATE ROOF PRICE FOR STRIPPING AND INSTALLING NEW 40 YR ARCHITECTUAL ROOF SHINGLES INCLUDING ALL MATERIAL FOR EXISTING HOUSE. ROOF MAY BE CONSTRUCTED OVER EXISTING ROOF PROVIDE ALTERNATE PRICE FOR STRIPPING AND INSTALLING NEW SIDING ON THE WHEN A KNEEWALL HAS BEEN BUILT OVER EXISTING NORTH SIDE OF THE HOUSE INCLUDING ALL MATERIAL PROVIDE ALTERNATE PRICE FOR STRIPPING AND INSTALLING NEW SIDING ON THE `SEAL: DATE: BEARING WALL TO CARRY WEIGHT OF ROOF, WEST SIDE OF THE HOUSE INCLUDING ALL MATERIAL AND (2) ANDERSEN WINDOWS fy�9 ;,, JULY 26, 2011 PROVIDE ALTERNATE PRICE FOR A NEW DECK ON THE REAR OF THE HOUSE Pad" PROJECT N0: (27'-8'x 12'-4°) 916-2011 EXISTING ROOF LINE NOTE: FUEL TANK OR FUEL TANK FILL MAY HAVE TO BE MOVED ON REAR OF EXISTING y° HOUSE GARAGE �. DRAWN BY: BDK NEW ROOF LINE © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. "' ~` CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED t JJD ———_______— ROOF LINE TO BE REMOVED UNDER FEDERAL COPYRIGHT LAW. \� A SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Al 03 D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ® D•A•B ASSOCIATES,uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such a encies prior to construction. x PA D •A®K ASSOCIATES uc residential E, commercial design•engineering•consutttng RAISE RIDGE TO MATCH EXISTING PROVIDE FALSE FRAMING OVER EXISTING ROOF 7 506 Main Sheet phone: (631)767-6071 Westhampton Beach,New York 11978 fa)C (631)466-3354 E-Mail: CArrT18888@ad.com Deerkosfd,Arm&KeN Associates,LLC•formerly East End Design Associates,LLC 1 11 11 IT 11 11 IT 11 11 1111 1111 1 if 11 is 11 1 IT I I I I 1 1111 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 11 IT 11 1111111 1 IT III 111 111 OVVNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent, f-2.4 SUB FASCIA w/1.6 PRIMED PINE FASCIA (MATCH EXISTING FASCIA AND RETURNS) O PROVIDE NEW PROVIDE NEW SIDING 2868 DOOR PROVIDE NEW SIDING CU I Handrail UmT 21 2 (As Per NYS. Code) Handrail (Verify style and make with owner) NEW ADDITION I NEW DECK WORK NOTES: WEST ELEVATION- III PROJECT: ADDITION III IIITII IIITII IIITII 111111 111111 111111 111111 111111 111111 HIT *01#11 11 11 IT TO THE KOSAVICH 2x4 SUB FASCIA w/1x6 PRIMED PINE FASCIA 2x4 SUB FASCIA w/1x8 PRIMED PINE FASCIA RESIDENCE (MATCH EXISTING FASCIA AND RETURNS) (MATCH EXISTING FASCIA AND RETURNS) ® P OVI E � 1 PROVIDE PROVIDE NEW SIDING LLILI3068 T 2 2 NEW Z 2868 T 21 2 1 1 TV 21 2 DOOR DOOR G6o W 61 670 GILLETTE DRIVE SLIDER EAST MARION, NEW YORK DRAWING TITLE: EXISTING STEPS TO REMAIN ELEVATIONS VERIFY REPLACING OF ALL WINDOWS AND DOORS PRIOR TO CONSTRUCTION WITH OWNER NEW ADDITION NEW ADDnION NEW DECK PROVIDE NEW SIDING I SET: ISSUED FOR: DATE: NORTH ELEVATION- SOUTH ELEVATION- SEAL: DATE: PROJECT NO: . 916-2011 DRAWN BY: © BDK COPYRIGHT 2011 D.A.K ASSOCIATES LLC. r \,�� �.� r CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED `� JJD UNDER FEDERAL COPYRIGHT LAW, ;HEFT NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT .E WRITTEN AUTHORIZATION. \ ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A201 D.A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAIMES J DEERKOSKI PE of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building © D•A-K ASSOCIATES,vc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS01 D •A•K ASSOCIATES �.c residential & commercial design•engineering•consulting 506 Main Sheet phone: (631)767-6071 Westhampton Beach,New York 11978 fCDC (631)466-3354 E-Mal: CArrn88 ool.com Deerkosld,Arm&KeN Associates,LLC•formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Ridge vent 2x10 Ridge 2x6-16" oc 2x6-16 oc RAFTERS " CDX ROOF SHEATHING 15# FELT 12 6 2 25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES R-30 INSULATION 2x8-16" oc CEILING JOISTS Q 9'-1J" AFF WORK NOTES: — HURRICANE CLIPS 2x8-16" oc CEILING JOISTS @ 9'-14" AFF DBL 2x6 PLATE 2x6 16" oc _ 2x4 SUB FASCIA w/ 1x6 PRIMED PINE FASCIA (MATCH EXISTING FASCIA AND RETURNS) NOTE: TRAY CEILING I I 24" SOFFIT — (MATCH EXISTING) 2x6-16" oc WALL STUDS NEW I I CDX WALL SHEATHING MASTER ~� MASTER HALL CLOSET BATH i� BEDROOM �� I I WALL TYVEK HOUSEWRAP 24" STRIATED RED CEDAR Shingles w/ 12" EXPOSURE (MATCH EXISTING AND VERIFY WITH OWNER PRIOR TO CONSTRUCTION) PROVIDE FIRE BLOCKING IN ALL 9' WALLS TJ1210 x 9J" Floor Joists 16"oc, R-19 INSULATION 2x4 SHOE PROJECT: J" CDX SUBFLOOR — GLUED & NAILED (Match existing) ADDITION T SNT TS&T q /I T T T a/ T T V/ TS&T22 TO THE PROVIDE HOUSE BEAM L (2)1j"x 91" LVL Girder KOSAVI�jH 2x6 CCA SILL PLATE w/ TERMITE SHIELD & SILL SEAL(14"x 9 " LVL Flush Beam) RESIDENCE 2 1jx 94 LVL Flush Beam CRAWL SPACE x 12" ANCHOR BOLTS — MAXIMUM OF 8'-0" oc Hurricane Strapping R-30 INSULATION 16" Sona tube column 8" PC FOUNDATION WALL ,_35, y,_78.._. DAMP PROOFING — 6 MIL POLY OVER TAR 40 8-2" concrete slab 2x4 KEYWAY 670 GILLETTE DRIVE EAST MARION, NEW YORK 16" x 8" PC FOOTING MINIMUM OF 36" BELOW FINAL GRADE DRAWING TITLE: BEAR ON UNDISTURBED SOIL INSURE SOIL BEARING CAPACITY CROSS SECTION PROVIDE HURRICANE STRAPPING FOR ABOVE SET: ISSUED FOR: DATE: SEAL: DATE: ��`' ''' JULY 26, 2011 CROSS S ECT 0 N ` �: PROJECT NO: 301916-2011 DRAWN BY: SCALE. 1/2 - 1 '-011 BDK CHECKED BY: k1.a% s JJD SHEET NUMBER: . . . A301 DOB NUMBER: OF JAMES J DEERKOSKI PE Q D•A•B ASSOQAIES,ac REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS D •A®K ASSOCIATES ur residential & commercial design•engineering.consulting 506 Main Skeet phone: (631)767-6071 Westhampton Beach,New York 11978 fa (631)466-3354 E-Mal: CArrnM@ool.com Deerkosii,An&KeN Associates,LLC a formery East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. Rafters at this Point will be Attached to the New True Valley Ridge vent 2x10 Ridge 2x6-16" oc Rafters to be Framed on Top of the Existing Roof. 2x6-16 oc RAFTERS 2x6 / 2x4 Strongback " CDX ROOF SHEATHING II II II II II II II II II II II II II I II II II IIII II II II II II II II II II II II II II II II II IIII 15# FELT I I I I I I I I I I I I I I I Vn" 25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES II II II II II II II II II II II II II II II IIII II II II II II II II II II II II II II II II II II II II II II II II I II II II II II II EXISTING I I I I I I I I I I I I I I I I I I I I I I III I I II I II II II II II II II II IIII ATTIC II II II II II II II II II II II II II IIII WORK NOTES: II II II 11 II II II II II II II II IIII 11 II II II II II II I II II II II IIII I� HI I nl f I I I I F' I I F' I I I I F' IIII HURRICANE CLIPS I II II II II II II II II II IIII l i I I I I I I I I I I I I I DBL 2x6 PLATE __ II II II II II II II II III II II II II II II II II II it II II II II II II IIII ----11---- ----�— --IT----Tr--- 1-I--- �— p f� 2x6-16" oc WALL STUDS EXISTING NEW V NEW 'i"� CDX WALL SHEATHING LIVING WALK—IN I' —'°" MASTER °` � ROOM CLOSET BEDROOM TYVEK HOUSEWRAP 24" STRIATED RED CEDAR Shingles w/ 12" EXPOSURE (MATCH EXISTING AND VERIFY WITH OWNER PRIOR TO CONSTRUCTION) PROVIDE FIRE BLOCKING IN ALL 9' WALLS Y� %I R-19 INSULATION r/I 2x4 SHOE xisting) PROJECT: 34 ADDITION �" CDX SUBFLOOR — GLUED & NAILED (Match e TJI210 x 91" Floor Joists 16"oc. TO THE Hurricane Strapping R-30 INSULATION KOSAV'CH 2x6 CCA SILL PLATE w/ TERMITE SHIELD & SILL SEAL RESIDENCE EXISTING EXISTING CRAWLESPACE " x 12" ANCHOR BOLTS — MAXIMUM OF 8'-0" oc BASEMENT BASEMENT 16" Sona tube column -00 8" PC FOUNDATION WALL DAMP PROOFING — 6 MIL POLY OVER TAR 670 GILLETTE DRIVE 2" concrete slab 2x4 KEYWAY EAST MARION, NEW YORK 16" x 8" PC FOOTING DRAWING TITLE: MINIMUM OF 36" BELOW FINAL GRADE BEAR ON UNDISTURBED SOIL INSURE SOIL BEARING CAPACITY CROSS SECTION SET: ISSUED FOR: DATE: SEAL: DAl E: JULY 26, 2011 PROJECT N0: 916-2011 CROSS SECT ONa DRAWN BY: y... R BDK 302 1 r- CHECKED BY: ,� JJD SCALE: 1/2" — 1 '_0" � SHEET NUMBER: A302 DOB NUMBER: OF DAMES J DEERKOSKI PE D-A•B ASSOCAM ac - REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS W D ®A®K ASSOCIATES Lw residential E, commercial design•engineering•consulting 506 Main Street phone: 1631)767-6071 Westhampton Beach,New York 11978 fcDc (631)466-3354 E-Mal: CArrrr8888@ad.com DeerkosK Arm 5 Ketrl Associates,LLC o fonnefty East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, Rafters at this Point will be LLC. No part thereof shall be copied, disclosed to others or used in connection with any work Attached to the New True Valley or project other than for which they have been prepared without written consent. Rafters to be Framed on Top of the New Roof. Ridgle vent Provide New 2x6 Rafters over Top of Existing Roof 2x10 Ridge Provide New 2x12 Ridge over Top of Existing Roof 2x6-16" oc 2x8 Tray Ceiling Provide New 2x6 Rafters over Ceiling joists — 16"oc. Top of Existing Roof 2x6-16 oc RAFTERS 2x6 / 2x4 Stro)ngback CDX ROOF SHEATHING 15# FELT EXISTING 25 YEAR ARCHITECTURAL GRADE ROOF SHINGLES ATTIC WORK NOTES: — — — — — — — — — — — — — — — — — — — — — — — Provide New 2x4 Gable Studs on Top of - — — — — — — — — — — — — — — — — — — — — — — HURRICANE CLIPS Existing Roof DBL 2x6 PLATE Provide New 2x4 Wall on Top of Existing Garage Wall I i I 2x6-16" oc WALL STUDS I EXISTING NEW NEW `° NEW NEW CDX WALL SHEATHING GARAGE LAUNDRY BATHROOM I VANITY SHOWER r'.°° ROOM AREA I AREA TYVEK HOUSEWRAP 24" STRIATED RED CEDAR Shingles w/ 12" EXPOSURE (MATCH EXISTING AND VERIFY WITH OWNER PRIOR TO CONSTRUCTION) I PROVIDE FIRE BLOCKING IN ALL 9' WALLS R-19 INSULATION I 2x4 SHOE PROJECT: �q" CDX SUBFLOOR — GLUED & NAILED (Match existing) ADDITION TJ1210 x 9J" Floor Joists 16"oc. TO THE Hurricane Strapping R-30 INSULATION KOSAVICH 2x6 CCA SILL PLATE w/ TERMITE SHIELD & SILL SEAL RESIDENCE NEW CRAWL SPACE x 12" ANCHOR BOLTS — MAXIMUM OF 8'-0" oc 1 E6" Sona tube column 8" PC FOUNDATION WALL DAMP PROOFING — 6 MIL POLY OVER TAR 670 GILLETTE DRIVE 2" concirete slab \ 2x4 KEYWAY EAST MARION, NEW YORK 16" x 8" PC FOOTING 'DRAWING TITLE: MINIMUM OF 36" BELOW FINAL GRADE BEAR ON UNDISTURBED SOIL INSURE SOIL BEARING CAPACITY CROSS SECTION SET: ISSUED FOR: DATE: SEAL: DATE: JULY 26, 2011 �✓;t s`"`` °' PROJECT NO: 916-2011 CROSS SECT 0 NC a, ' DRAWN BY: ";°� � BDK CHECKED BY: CALE: 1 2" = 1 '-0" 303 ,r JJD S / i SHEET NUMBER: hry 4 A303 DOB NUMBER: OF JAMES J DEERKOSKI PE 0 D•A•L ASSOCUM ne