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St . Town of Southold Annex 12/10/2014 P.O.Box 1179 54375 Main Road . oJ,. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37321 Date: 12/10/2014 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1785 Cedarfields Dr, Greenport, SCTM#: 473889 Sec/Block/Lot: 40.-5-1.7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/19/2014 pursuant to which Building Permit No. 38752 dated 3/31/2014 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: INTERIOR ALTERATION AND DECK ADDITION TO A ONE FAMILLY DWELLING AS APPLIED FOR The certificate is issued to Swain,Matthew J&Louis (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38752 12-08-2014 PLUMBERS CERTIFICATION DATED 12-10-2014 George J. Berry Jr th ignature J, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 38752 Date: 3/31/2014 Permission is hereby granted to: Swain, Matthew J & Louis 325 Chaplin PI Greenport, NY 11944 To: Deck addition and interior alteration (bathroom) to an existing single family dwelling as applied for. At premises located at: 1785 Cedarfields Dr SCTM # 473889 Sec/Block/Lot# 40.-5-1.7 Pursuant to application dated 3/19/2014 and approved by the Building Inspector. To expire on 9/30/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $365.60 CO -ADDITION TO DWELLING $50.00 Total: $415.60 uilding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY t This application must be filled in by typewriter-or ink and submitted to the Building Department with the following: ; A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: X (check one) Location of Property: I763— C.T_W F jds lc U<_ i House No. Street 11amlet Owner or Owners of Property: N!};rj4F_7 J f I-W is L„ Swq,�i Suffolk County Tax Map No 1000, Section �0 Block O S Lot `7 Subdivision Filed Map. // Lot: Permit No. Date of Permit. Applicant: 11wO S SWR i,.t Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature �O��pG SO!/jyolo Town Hall Annex rt L, rr'L, Telephone(631)765-1802 54375 Main Road `iNJ' s+r Fax(631)765-9502 P.O.Box 1179 O roger.riche rt(a)-town.southoId.ny.us Southold,NY 11971-0959 O Comm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Swain Address: 1785 Cedarfields Dr City: Greenport St: NY Zip: 11944 Building Permit#: 38752 Section: 40 Block: 5 Lot: 1.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Brian Brooks Elec Inc License No: 3613-e SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 6 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors 2 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureSIA Time Clocks Disconnect 200a Switches 11 Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground service, 1-exhaust fan, 1-paddle fan, 2-ARC fault circuit breake 1-Gen-Tran 5 circuit transfer switch Notes: Inspector Signature: Date: Dec 8 2014 81-Cert Electrical Compliance Form.xls O�OSufF0 C �Co Off. N g Town Hall,53095 Main Road Q ® .'� Fax(631)765-9502 P.O. Box 1179 Telephone(631)765-1802 Southold,New York 11971-0959 L fly;, i I `h° E I BUILDING DEPARTMENT 0 EC 10 2014 TOWN OF SOUTHOL D, . BLDG. DEPT. TOWPf Of SOUTHOLD CERTIFICATION Date: /L d / Building Permit No. Owner:rn h tJ • 5'v-►fi•`h �l,f t�S G :Su X N,f' (please print) CPlumber: Gd �. J. e� �! lease print) " I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers Sipa ' e) Sworn to before me this day of 20 SANDRA BERRY Notary PW,.%SW9Of Nr((* ttil' Notary Public, County P�o:rgt3� s £^ Dn:>�r:sti 31, OF SOU lyo �o !o N is co TOWN OF SOUTHOLD BUILDING DEPT. . .765-1802 INSPECTION . ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE•& CHIMNEY [ ] FIRE SAFETY.INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ATI N [ ] CAULKING REMARKS: DATE —0 > 0 7 —INSPECTOR— . OF SOUly�6 .. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH- PLUMBING [ ) FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ J FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE'- ` INSPECTOR oF sooryo� �ycourm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY . [ -] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING 1 REMARKS: 0011* .DATE v � /! � INSPECTOR 3 .8 r4f s 0 co TOWN.-OF SOUTHOLD BUILDING DEPT.'- 765-1802 INSPECTION'. *. ' [ ] FOUNDATION tST [ '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: 8 ri L DATE r INSPECTOR —� Of SOUTyO� �ycoUM`I, TOWN OF=SOUTHOLD- BUILDING DEPT.:, 765-1802 INSPECT19N [ ] FOUNDATION IST [ ] GH 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 [ J CAULKING REMARKS: Nj L . c DATE: INSPECTOR 4- OF SOUlyo -TOWN OF SOUITHOL NG DEPT. 7 -1802 INS ON . .' [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE-A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Of -A Aqt_�, <f,) &dgn� /_&J -.--), �c kl Z T__ D Z` ATE INSPECTOR / Of SOUK,°6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1 ST [ ] ROUGH. PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ - ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE Z INSPECTOR COMTYMNTS 1 W. - ROUGH FP. it � ,• PLUMBING v ]N$UL,ATION STATE ENERGY CODE f� AA r • r r • • r r. �i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 (�1� ��'� Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined n '20 Storm-Water Assessment Form Contact: Approved ,20 Mail to: 10Ll 5rL. 5(-JA/" Tk_ Disapproved a/c /� S ��l�q�l,eLI Ak, —i Phone: 63/—S/3— e,,33 82 Expiration gj 10 ,20� Ltd rj Building Inspector Q I� APPLICATION FOR BUILDING PERMIT MAR, 119P 2014 Date 03-/8 �, 20 1Y INSTRUCTIONS BLDG.DEPT. N R�Ol to completely filled in by typewrit 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. 4avr, SWI, t4 (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder AC,1-r- Name of owner of premises Ni?NE✓ Ao✓-, Tf- - (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. NA Wit( 3� S�PPL� Plumbers License No. NA Electricians License No. NFt D nJtFL ('ONTR�c-i o(L 1 s Other Trade's License No. M4 1. Location of land on which proposed work wilt be done: C6►A4e(L k;e_ f�i House Number Street Hamlet c County Tax Map No. 1000 Section Block U "V' Subdivision Filed Map No. � v J iC1/1�<^i11'�i4:'=v i'J4f'•?'.�R . , 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy / S 3. Nature of work(check which applicable):New Building Addition jC Alteration Repair Removal Demolition Other Work ` (Description) 4. Estimated Cost 2D,0011 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. . / 7. Dimensions of existing structures, if any: Front X15-3 Rear Y-5 Depth 2Y Height 22-3` . Number of Stories 2 Dimensions of same structure with alterations or additions: Front y5'3 Rear Depth 2-1 Height 2Z=3 a Number of Stories 2 8. Dimensions of entire new construction: Front ; . Rear. Depth i P",'Ii Height Number of Stories 9. Size of lot: Front � Rear 10,32 Depth AVS 3/Z' 10. Date of Purchase O 1-2-Y-1 Y Name of Former Owner4 � VA j K�5i�C-./ X 11. Zone or use district in which premises are situated A 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO-)LWill excess fill be removed from premises? YES NO M-ArtCO -5 VI%IM l793'- b/ 14. Names of Owner of premises 4aj*,5 Address 4'Y—T- Phone No. i Name of Architect hAK_.Assoc, Address ',- Phone No � Name of Contractor /V/)- Address AJ1% Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &c 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 NOS V * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF �W,i-5 Swf►r14 being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 14qc - (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 pplication;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. Swon before meth i _L day of &) 20 W'Nto of New York Signature of Applicant No.01BU6185050 Qualified In Suffolk County Commission Expires Apra 14 �:- Of soulo ,moo �o Town Hall Annex Telephone(631))7865--11802 54375 Main Road c/� rOger.rlChert .LOWf 1 SODUIOI5.nY.U$ P.O.Box 1179 OQ Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: tri row ks Date: Company Name: Name: - S License No.: Nn 13-1E Address: v Phone No.: - 745- 14 ( _ 3913.5 JOBSITE INFORMATION: (*Indicates required information) *Name: 1Ma.-Aew J5tycun *Address: 17 &5 GAxr�-«,Id_s red.' &w-eean oor�— -r .*Cross Street: *Phone No.: L3(-5 0- 83?S Permit No.: Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ldLlm_la View 15�b r,, An t mfr aA J I n piT.1 01"d se-u mp. D,. J c (Please Circle All That Apply) *Is job ready for inspection: YESU Rough In Final *Do-you need a Temp Certificate: NO Temp Information(if needed) *Service Size: Phase 3Phase 100 150 kLOO 300 350 400 Other . *New Service: Re-connect e u Number of Met a ead Additional Information: PAYMENT DU riC`A I IU inil JR 9 2014 BLDG. DEPT. TONIN OF SOUTHOLD 82=Request for Inspection Folin �, Scott A. Russell d°S � James A. Richter, R.A. SUPERVISOR Michael M. Collins, P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 O 453095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 'kyr Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US :)4 Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE:All Contact &Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT: (Property Owner,Design Professional gent,C ntractor,Other) PROPERTY OWNER (if Different from Applicant) NAME: �p�S Sc,✓ �"f NAME: J�(Atft �.l k L,:V;S �. SW4,.j ZL ADDRESS: ?ZS'' ADDRESS: 1755 CEPAX1,U9 &e,,I,— CaoT aY It'N N Y (RY 4 Telephone Number: l03E'—$/3—8385 Telephone Number: 621- 513 -8382 Completed Applications can be picked up at the Engineering Department after being notified by the Department,or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope&Appropriate Postage. DATE: p: .-/Q—/q Property Address / Location of Construction Work: 17 - CJ�EQAJZ_ P-Irzc s A2tkA- S C T M #: 1000 Vo as 1,,7 /lgzf District Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of.a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows,Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of work Proposed under the Building Permit Application. rR A Completed Stormwater Review Checklist. If No or NA are Indicated, Justification is Required. *** FOR N N ING DEPARTMENT USE ONLY'**** Reviewed B6itio Date:, 3 ; Ap ❑ Ad Information Required: r CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST w DATE: U3 - /9 APPLICANT: (Property Owner,Design Profession gen,Contractor.Other) o NAME: n1 S C T M #: 1000 Telephone Number: S/3 District Section Block Lot S M C P - Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided! I. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location & Description of Property Boundaries „gyp r"'L & SqEp pp E -ro oub, b. Total Site Acreage. 0 Yd l�tC2�R v TOOF '9-)A-6F� c. Existing- Natural & Man Made Features within 500 L.F. O of the Site Boundary as required by§236-1702). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. O© "S i•N L�t)�5�. e. Limits of Clearing& Area of Proposed Land Disturbance. f. Existing &,Proposed Contours Of the Site (Minimum 2'Intervals) O© fr ri g. Location of all existing & proposed structures,'roads, driveways, sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& O t r proposed structures. I. Location of proposed Swimming Pool and discharge ring. 0 ^r,0.,>�' j. Location of proposed Soil Stockpile Area(s). R k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). t ^ M. Location of all proposed erosion&sediment control measures. 0ERJ= 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate OOO I t CAra_51t pF on-site the run-off from all impervious surfaces generated by a two(2")inch rainfall/storm event... 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. 14 CL IST V W7,661 p s Jl- b. Construction Entrance& Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 �► �f d. Leaching Structures (e.g.infiltration basins,swales,etc.) O0 t` •f FORM * SWCP Check List-TOS JAN 2014 *pG SOUlyolo Town Hall Annex ,rt. ,tL, Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 O O Southold,NY 11971-0959 Q December 8, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Matthew & Louis Swain 1785 Cedarfields Dr Greenport NY 11944 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) 1 spoke to you regarding this today. Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#795-1938) 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 — 38752 — Deck Addition and Interior Alteration r REScheck Software Version 4.5.0 C�(JCompliance Certificate = Project Swain 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: 1785 Cedarfields Drive Lou Swain Brett Kehl Greenport, NY 11944 1785 Cedarfields Drive DAK Assoc. LLC Greenport, NY 11944 P0. Box 1675 631-513-8385 Southold, NY 11971 631-433-9084 Passes using LIA trade-off Compliance: 10.0%Better Than Code Maximum UA: 70 Your UA: 63 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum code home. Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter IU-Factor Ceiling 1: Flat Ceiling or Scissor Truss 169 30.0 0.0 0.035 6 Ceiling 2: Cathedral Ceiling 202 30.0 0.0 0.034 7 Wall 1: Wood Frame, 16" o.c. 373 19.0 0.0 0.060 20 Window 1: Wood Frame:Double Pane with Low-E 25 0.300 8 Window 2: Vinyl Frame:Double Pane 8 0.330 3 Floor 1:All-Wood J oistrrruss:Over Unconditioned Space 413 19.0 0.0 0.047 19 Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The prop ed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck r ' n 4.5.0 and to comply with the mandatory requirements listed in the RESch ck Inspection Checklist. Name-Title Sign Da �F NEW y �F r�CRT0 Co iV U.1 PROFESS Project Title: Swain Residence Report date: 03/17/14 Data filename: F:\Yantsos\Swa Res.rck Pagel of 1 n 412 - /x/// j j , /% ii ORR GENERAL NOTES: %i%' SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND - -- - - General Notes: - W1 . FAI Fd C 0 N T R A C T 0 R N 0 T E SREGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. ��� 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: AALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A ms ®A°K ASSOCIATES LLC A.2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. resldentialacommerctaldesign*enpineering.conwltinp B. LOCKED AREA. GENERAL NOTES: 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 506 Man Street phone: (631)767-6071 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, a. All trusses shall be "shaped" as shown on architectural cross sections. WeskImptonBeoch,NewYork 11978 foe (631)466-3354 FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. FMal: CAmad.corn 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OFE. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. �«+ aKerr� t� uc® Mend r, r,:,uc 5. Erect and brace trusses in accordance to truss plate institute recommendations. BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. 7 i /'"� ' AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF RIVERHEAD, NEW YORK, AGENCIES 6. Plywood sheathing. OWNERSHIP & USE Cl- DOCUMENTS: G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. 3. MINOR DETAILS NOT USUALLY SHOWN (OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK a. All plywood shall be in accordance with the American Plywood Association (APA) 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 b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports ideas, design and arrangements represented SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. corporation or equal. GAS TO BE USED DURING CONSTRUCTION. therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed 4. THE CONTRACTOR SHALL COORDINATE ,ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 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 5. THE CONTRACTOR SHALL BE RESPONSIIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED prepared without written consent. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR 8. Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TOA MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY 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 OR DURING THE EXECUTION OF THE WORK. E = 1,600,000 PSI Fv = 95 PSI C. HEAVY DROP CLOTHS. 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE PLUMBING, ELECTRICALS, ETC. 9. Design values: ACCUMULATION. 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL): THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI 4. NOISE AFTER HOURS: COtV':PLY WIT H ALL CODES Ot- Fv = 285 PSI NEW YORK STATE & TOWN CODES 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, AS REQUIRED-AND-CCNDITIONS OF THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. B. EXCEPT LEGAL HOLIDAYS. 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI ARM &KEHL ASSOCIATES, LLC. NOTE ► ' � > > CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS 1 i ' 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. TOWN TRUSTEES INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ,ARM & KEHL ASSOCIATES, LLC. - SOUTHOLD 10. ALL PIPING AND WIRING SHALL BE REMOVED TOA POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH _- THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI ARM & KEHL ASSOCIATES LLC. HARMLESS FOR ANY RESPONSIBILITY IN INCONVENIENCES TO THE OTHER NEIGHHBORS,1 1 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH ". -__ LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC, NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND 6 SPECIAL SAFETY NOTES RETAIN STORM WATER RUNOFF WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS PURSUANT TO CHAPTER 236 ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY 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 OF THE TOWN CODE. RESOLUTION. 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 REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR WORK NOTES: HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE 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. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE 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. RESOLUTION. 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 APPEOVED PS VOTED SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. DATE: 3 B.P.#3 "7 FEE. BY;, )l N. NOTIFY BUILDING DEPARTMENT AT CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 765-1802 8 AM TO 4 PM FOR THE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER I ICE SHIELD FOLLOWING INSPECTIONS: SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE OCCUPANCY O 1. FO LOAD SPEED (mph) FORR POUUCATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY POION - TWO REQUIRED 45 lbs/sgft 120 (mph) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C RED COPICI ETE USE IS UNLAWFUL 2. ROUGH - FRAMING & PLUMBING DESIGN CRITERIA l t CERTIFICATE INSULATION PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS WITHOUTVER FICA 4. FINAL - CONSTRUCT!ON MUST (in pounds per square foot) 3•• THROUGH ROOF 2•• THROUGH ROOF �/�'�J OC SNP BE COMPLETE FOR C.O. ROOF II ROOF �/E tJVC�P tYV I _. ALL CONSTRUCTION SHALL MEET THE USES(s) AND OCCUPANCY CLASSIFIICATION(s) USE LIVE LOAD DEAD LOAD REQUIREMENTS OF THE CODES OF NEW 3" YORK STATE. NOT RESPONSIBLE FOR USE OCCUPANCY EXTERIOR BALCONIES 60 10 SECOND FLOOR PLUMBING DESIGN OR CONSTRUCTION ERRORS. RESIDENTIAL R-3 DECKS (f) 40 10 BATHROOM ALL PLUMBING WASTE &WATER LINES NEED TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 a 10 3 2" TESTING BEFORE COVERING TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 103 3 2 z Tu B/ 7 SHOWER 2" V B ATTICS WITH STORAGE (b,e) 20 10 SECOND FLOOR1�7 SECOND FLOOR hLU44BERCERTIFI'CA.TIO1tl HEIGHT AND FIRE AREA 3 2 2T " ON LEAD CONTENt LEFORE PROJECT: ROOMS OTHER THAN SLEEPING ROOMS 40 10 3 CERTIFI.CATEOFOCCUPANCY 3•• USTING . HEIGHT FIRE AREA SLEEPING ROOMS 30 10 EXISTING KITCHEN SOLDER USED'IN WATER 3" FIRST FLOOR SUPPL Y SYSTEM CANNOT SWAIN HEIGHT BUILDING. STAIRS 2" BATHROOMEXCEED 2/10 OF 1°o LEAD. THE VERTICAL DISTANCE 40 (c) 10 z" FROM GRADE PLANE TO UNLIMIITED AREA 3 z THE AVERAGE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS (d) 200 c 10 2 2 OF THE HIGHEST ROOF ( ) TUB/ Du E S I D E N C"I" E AS PER TABLE 503 SHOWER SURFACE = 18'-7Y2" AS PER SECTION 502 OF ROOF 30 10 FIRST FLOOR 2 FIRST FLOOR 2' THE BUILDING CODE OF 3•' 3•• 2•• 2•• NEW YORK STATE. a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- 3 3 TOTAL HEIGHT FROM RIDGE TO GRADE 22'-4" POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. 3 1785 Cedarfields Drive b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. Greenport, New York, 11944 4" F.A. VENT 6•• C.O.i LUMBER SPECIES AMD GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY C.O., C.C., 4"C.0 ABOVE G. RADE DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING 3 OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER 3" ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. 3.. 4" CI ToSCWA SESERAC APPROVED DRAWING TITLE: WEERAGE SYSTEM HOUSE ALL EXT. DECK FRAMING MATERIAL CCA NO PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN TRAP ACCORDANCE WITH SECTION R802.10.1. GENERAL NOTES e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS PLUMBING RISER DIAGRAM A M TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE PLUMBING RISER DIAGRAM (NTS) SET: ISSUED FOR: DATE: AREAS OF STRUCTURE MINIMUM SPECIFIED COMPRESSION STRENGTH (a) (fc) NOTE: '� CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTIONWEATHERING POTENTIAL ALL PLUMBING PIPE SIZING TO COMPLY WITH NYS CODE BASEMENT NA FIRST FLOOR MUDROOM NA SEVERE (b) 2ND FLOOR BEDROOM 324 sq. ft. BASEMENT WALLS, FOUNDATIONS AND OTHER 2ND FLOOR DORMER BATH 84.5 sq. ft. CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) SEAL: DATE: BALCONY NA FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE LOFT NA OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME JANUARY 31, 2014 ATTIC (HOUSE)(c) NA BASEMENT SLABS AND INTERIOR SLAB ON c 2,500 CONSTRUCTION MANUAL WFCM FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. PROJECT NO: ATTIC (HOUSE)(b) NA GRADE, EXCEPT GARAGE FLOOR SLABS ( ) ( ) © COPYRIGHT 2014 D.A.K ASSOCIATES, LLC. 968-2014 GARAGE NA NO SUBSTITUTIONS DRAWN BY: NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDIARDS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED All Framing Hardware Shown on these Plans, F N ATTIC (GARAGE)(c) NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. g UNDER FEDERAL COPYRIGHT LAW. 0� NEW BDK BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 d Unless Otherwise Indicated, Is Simpson Strong- ��� �. DEEp yC. CHECKED BY: ( ) PLANS MAY NOT BE REPRODUCED WITHOUT SCREENED PORCHES NA Tie. No Substitutions are Approved or Authorized. `r0 ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY WRITTEN AUTHORIZATION. 0, * JJD SUNROOM NA EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF r- ''t �. ��iol Cr SHEET NUMBER: DECK 364 sq. ft. PORCHES, CARPORTS AND STEPS EXPOSED TO Due to the Relationships of Framing Hardware LEJ w THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) D.A.K. ASSOCIATES, LLC. COVERED PORCHES NA SHEATHING NOTES: to the other Components of the Structure, any ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ° _« ' • /� COVERED ENTRANCE NA Framing Hardware Substitutions will Render ti X01 � I POOL HOUSE CABANA NA & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Void, and will Result in the PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. ° 0 FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa Installer Contractor Assuming Responsibility for UNCOVERED ENTRANCES NA FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. / g p y Acceptance of these drawings does not authorize the right to build without (a) AT 28 DAYS PSI (a) WITHOUT STORAGE (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL the Design and Performance of the Entire System. the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: OF (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (1) SHEATHING TO BE NAILED TO CCA SILL (b) WITH STORAGE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM of Health Services, Town Building Departments, DEC, FEMA, etc. (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI PE SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. construction. ® U-A•g A880CIATES,ac (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (4) SHEATHING TO BE NAILED TO TOP PLATE SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUM OF TWO 8d NAILS THIS MTS2O L_ TS20 DOUG-HR- L L SIDE DF TRUSS. ALLOWABLE LOADS "2 LOAD FASTENERS WITH /. o o � % MODEL GA UPLIFT UPLIFT CODE /J LATERAL TOTAL FOUR , N0. TO AVG (133/160) 8AILS REF. 8d NAILS -- RAFTERS/ TO TO ULT. INTO TRUSS IIII PLATES STUDS (133) (160) F FZ (133& °o TRUSS STU l irn /7\ NOTE: REFER TO SIMPSON WOOD CONSTRUCTION SIMPSON ( ) TAKEON WASHER PROVIDE 1 HGA10KT ON H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND SIDE OF CEILING JOIST D A K ASSOCIA'T'ES LLC PROPER INSTALLATION PROCEDURES AND ON SIDE OF RAFTER H6 16 8-8d 8-8d 3983 915 950 650 5, 44 residentlal E, Commercial design•engineering•consulting DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ° ° ART "x12 �t 1,,. (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER / VM*Shet MODEL GA AVG 2 CODE 8d NAIL o INTO •° phol�e: (631)161-6(111 NO. MAX. CLEAR ULT. LFTA LFTA REF. PLATES Q L Westfiampton8each,NewYak 11918 ffDC (631 466-3354 31" 1 4" W DTH SPAN L QTY DIA 14" 2" 21„ 3" 2" 21" 3" 3 " ° E~Mal: CkM888 9W.Can EIGHT24 8d NAIL LFTA 16 21" 17" 38R"16-10d — 4200 1205 Pi 1400 5, 44, 85 STD ` °Arm&KeN AssoCiatft LLC°foffnedy East End Design Associates,LLC DOUG-FIR LARCH / S0. PINE OWNERSHIP & USE OF DOCUMENTS: FASTENERS 2 ALLOWABLE UPLIFT LOADS 3 °o MODEL L AVG 10d tOd x 1j" CODE % ° These drawings and specifications including the NO. ULT' REF. LFTA ideas, design and arrangements represented 10d 10d x 1 " (133 / 160) (133) (160) LSTA21 ° therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed MTS16 16 14-10d 14-10d x 1}" 3116 1000 840 1000 3, 41, 128 to others or used in connection with any work a or project other then for which they have been MTS20 20 14-10d 14-10d x 1�" 3116 1000 840 1000 3, 41, 128 ° °o prepared Without written consent. ARTS"x12 0 Simpson Strong-Tie 0 LST20 20 12-10d 12-10d x 1�" 2383 775 720 720 3, 41 CNW_ HGA10 COUPLER NUT DETAIL "E'" °° DOUG-FIR-LARCH SO. PINE CODE Equal number of ° TYPE OF DIRECTION ALLOWABLE LOADS REF. MODEL CONNEC- OF LOAD ROOF 13FLOOR 3 No. TION (100) ROOF (13 / specified nails In ° 11 each end Simpson Strong-Tie DETAIL 11K11 G 515 645 670 CS 16 LTP4 5 J 515 645 670 6, 39, 97 DETAIL, 'IH" H 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ART "x12 STUD DEFLECTION DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT M AT HIGHEST AT HIGHEST REF. /STU 5"— NO. ULT. IN VERTICAL WOOD MEMBER ALLOWABLE 8 BASE BODY HB SB W IH B SO CL DAIIA5' BOLTS DESIALLOGN LOAD DESIGN Oo GA GA QTY DIA WHEN RAISED OFF ° ,( SIMPSON 1 2" 2 " 3" 3" 5 " LOAD THE SILL PLATE o ° TAKE-UP WASHER HD2A 16 12 44" 2�" 2J" 8" 2�" 9" 11" F' 2 � 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 o 0 MODEL DIMENSIONS FASTENERS AVG ALLOWABLE UPLIFT LOADS °o ART 8 X12 N0. L STUD PLATE ULT. OF / SP CODE (133) (160) REF. SP4 3,A" 7J" 6-10d x 11" 2917 735_T 885 7, 40, 127 p MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° NO. GA w L NAILS (FLOOR (133) (160) REF. ° ° 1100 LSTA21 20 11" 21 16-10d 905 1205 1295 7, 40, 90 °° WORK NOTES: MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° GA (FLOOR REF. N D w L NAILS 100 (133) (160) Simpson Strong-Tie MSTA24 18 14" 24 - 1025 1370 1640 7, 40, 90 L U S 4 6 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE NO. ENDSPACING REF. HD2A (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160)2 OC. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Simpson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 241" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE HG MODEL DIMENSIONS NOTED. FAILURE TO COMPLY WITH ALL NOTES DNU -FIR FASTENERS . AR H S PINE A WA A 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" 10d 16d ULT. (133)(160) 10d 16d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3�" 4J" 2 4-16d 4-16d1 6076 1140 1160 1000 1150 1250 7, 40, 127 DETAIL 11If1 5'°_ HUS210-2 14 3A 9j" 2 8-16d 8-16rd 6076 1755 2105 —1650 1900 2065 11, 36, 84 122STU 8 ART "x12 SIMPSON MODEL FASTENERS UPLIAVG FT UPLIFT 33/160) RODE No. CA ULT. TAKE-UP WASHER TO RAFTERS TO PLATES TO STUDS (133) (160) F Fz 160 HGA10KT 14 4-SDSJ"x1 " 4-SDSJ"x3" 1523 435 435 1165 940 USE A MINIMUM TWO 8d NAILS TOF SP4 --`--- COUPLER NUT SIDE OF TRUSS. CNW- TOTAL FOUR /• m SE A MINIMUM OF COUPLER NUTSIP4 STU 8"— 8d NAILS TWO 8d NAILS THIS SIMPSON INTO TRUSS MTS16 STU SIDE OF TRUSS. "- PROJECT: m . MTS16 SIMPSON LSTA21 SIMPS❑N TAKE-UP WASHER TOTAL FOUR HD2A TAKE-UP WASHER 8TI7ATILSSS LSTA21 Strong-Tie HUS210-2 SWAIN ® R TWO FI E S I E 8 AIL T D PLATES °®° n I I 5" EIGHT ANCHOR BOLTS �AIL � i I ' 8d NAIL 8d ° INTO INTO ° DETAIL "All STUD Simpson Strong-Tie PLATES °®o H7 EIGHT ° ' ® ( 1785 Cedarfields Drive NAIL INTO ® DETAIL "D" DETAIL 'IG" DETAIL Greenport, New York, 11944 IN '° STUD Simpson Strong-Tle "' Simpson Strong-Tie LFTA ROD SYSTEM LFTA LFTA DRAWING TITLE: SIMPSON WINDLOAD BP CHARTS & CALCULATIONS NEW YORK STATE ENERGY CODE & PRESCRIPTIVE DESIGN CRITERIA STRONG-TIE DETAILS I° & ' NEW YORK STATE ENERGY LTP4 "" CODE PRESCRIPTIVE DESIGN CRITERIA AS PER CHAPTER 1 OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, LTP4 SECTION 101 .4.4, ADDITIONS, ALTERATIONS, RENOVATIONS OR REPAIRS, DETAIL L LTP4 SET: ISSUED FOR: DATE: . DETAIL "C" ADDITIONS AND ALTERATIONS SHALL CONFORM WITH SECTIONS 101 .4.4.1 - 101 .4.4.3 I ' Simpson Strong-Tie Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY p g- 101 .4.4.1 ADDITIONS: Floor-to-Floor Connections ADDITIONS SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTIONS) OF THE EXISTING OR BUILDING SHEATHING NOTES: ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST SYSTEM(S) TO COMPLY WITH CODE. & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL: DATE: LTP4 DETAIL "B" ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. JANUARY 31, 2014 BUILDING SYSTEMS. LTP4 (1) SHEATHING TO BE NAILED TO CCA SILL PROJECT NO: (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM 968-2014 Simpson Strong-Tie 101 .4.4.3 OTHER ALTERATIONS (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES DRAWN BY: Floor-to-Floor Connections WHERE LESS THAN 50% OF A BUILDING SYSTEMS OR SUBSYSTEMS, MEASURED IN UNITS (4) SHEATHING TO BE NAILED TO TOP PLATE (SOF NE�,�y BDK APPROPRIATE TO THAT SYSTEM, IS REPLACED OR WITHIN ANY 12 MONTH PERIOD, ALTERATIONS CO CHECKED BY: TO THAT PORTION OF THE SYSTEM SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION NB SUBSTITUTIONS �`A\t, °s JJD OR OVERLOAD EXISTING BUILDING SYSTEMS OR SUBSYSTEMS. SHEET NUMBER: All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong-Tie, �� SECTION 402 No substitutions are approved or authorized, A BUILDING THERMAL ENVELOPE °FESS�oNP`� Due to the relationships of framing hardware to 402.1 INSULATION AND FENESTRATE CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET the other components of the structure, any framing DOB NUMBLI OF hardware substitutions will render these plans THE REQUIREMENTS OF TABLE 402.1 (1 ) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. null and void, and will result in the installer/contractor JAMES J DEERKOSKI PE assuming responsibility for the design and ® D•A°B ASSOCIAMn,c performance of the entire system, REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS A A A - 303 302 301 D ®A®K ASSOCIATES roc residential E, commercfal design•engineering•consuHhg A A A 1 — — '—4" Westhornptoonphone: (631)767-6071 n Beach,New Yak 11978 falc 631 46.3N Verify Plumbing Wall is ( I 303 302301 Directly Above Plumbing Ems: Ckm89XW.can Wall Below Deadoodi An&KeH Associates,LLC o East End Associates,LLC 2032 7%'. %,-;rr. .. OWNERSHIP & USE OF DOCUMENTS: N 5%2" 14'-7Y" 5Y' g'-6" 5Y2 g'-3Y" 5y2 These drawings and specifications including the NEW ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, BATH LLC. No part thereof shall be copied, disclosed in a to others or used in connection with any work _ or project other than for which they have been 26'-0" = El _ 3 4- prepared without written consent. o "' CLOSET Co 1'-0" 6'-0" 6'-0" 1'-0' EXISTING a "X6" DECKING CLOSET _ ' y" CL3 5/4"X6" 7 2x8 ACQ BOX BEAM 2x8 ACQ FLOOR JOISTS - 12"oc. - cN N N 2668FLASHING7 ,1 o 4068 Bifold4X4 ACQ POST ON O O I �; (.1211 IR E ]�2xBAIR 12" SONA TUBE o _ O 3/D 4068 Slider ® 4068 Slider 2JG MIN. 3'-0" BELOW = 2x8 ACQ 2 `" I 2'-3%" 3' 1" T 0 N T 0 N / \T DO N R. TDO N R. FINAL GRADE 2x8 HANG BLOCKING GRADE U Li 2x8 ACQ 4X4 ACQ POST ON co NEW o z HOUSE BEAM 12" SONA TUBE , UlfMIN. 3'-0" BELOW 3 DECK I FINAL GRADE Z Cn 5/8" ANCHOR BOLT c 8 C BL CK G N O N TYPICAL DECK SECTION EXISTING NEW J BEDROOM BEDROOM X6 DECKING SCALE: 1/4"=1'-0" a o, X X X N WORK NOTES: J01 T I AN ER JOI T AN ER JOI T F AN R 2x A Q 1 IOU E JFA H .1 0 EX. Existing 26210 Existing 26210 xisting 26210 Existing 26210 BATH EXISTING EXISTING A A A KITCHEN ��' BEDROOM 303 302 301 o EXISTING SECOND FLOOR PLAN- GARAGE � SCALE: 1/4"=1'-0" New Walls 0 1035'-3" 17 A A A EXISTING 303 302 301 LIVING ROOM EXISTING r- - - - _ _ - - - - - _ -7 FYI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - B EDROOMI �PENIN� ( PROJECT: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I i I I I I I I I I I I I I I SWAIN I I I I i RESIDENCE I I I I I I I I ► I I I I I ► I I I I EXISTING I I I i I GARAGE l i i i 1785 Cedarfields Drive i I I I I Greenport, New York, 11944 A. A q I I I - - - - - - - - - - - I I 303 302 301 I EXISTING STEEL BEAM EXISTING STEEL BEAM I DRAWING TITLE: I I I IN N I I � � q I I I NC, w Na I I I I I N o w o I FIRST FLOOR PLAN I Ix a °° 00 EXISTING BASEMENT EXISTING BASEMENT I i SET: ISSUED FOR: DATE: I I I I I I EXISTING FIRST FLOOR PLAN I L - - - - - - - - - - -I I SCALE: 114"=V-0" I _ I SEAL: DATE: JANUARY 31, 2014 D - - - - - - - - - - - - - - - - - - - - - - — - - - - - -- - - - - - - - - - -J PROJECT NO: I � i 968-2014 DRAWN BY: © COPYRIGHT 2014 D.A.K ASSOCIATES, LLC. DE WYQ BDK OF NE A A , < �� ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED t CHECKED BY: UNDER FEDERAL COPYRIGHT LAW. A �`�_ JJD PLANS MAY NOT BE REPRODUCED WITHOUT 303 302 301 WRITTEN AUTHORIZATION. rte ' �t� w SHEET NUMBER: ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY !OF � � D.A.K. ASSOCIATES, LLC. 10' ''0' 15'-3' o f 0 �°'°� � �� � Al 01 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE SIONP \ PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Acceptance of these drawings does not authorize the right to build without the authorization FOUNDATION PLAN B NUMBER: OF of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building JAMES J DEERKOSKI PE Departments, DEC, FEMA, etc. Verify all conditions„ codes, and requirements with such SCALE: 1/4"= 1'-0" ® D•A•g ASSOQA'IES,ux agencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS /f D 0 A®K ASSOCIATES L.c residential &Commercial design•en¢neerin8•consult V 506 Main Street phone: (631)717-6071 Weskmpton Beach,New York 11978 kDC (631)466-3354 E Mad: CArm8Eft.com Deerkosb,Arm&Ke"Associates,LLC o fwnady 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 11 L prepared without written consent. RM, RTg [L--IJH HIH New TW3846 I I I I -ir-1H --- WORK NOTES: FRONT ELEVATION_ RIGHT ELEVATION- SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" I ' I I l LaiLl l PROJECT: L-L SWAIN ..... ..... IIIIHIM RES I D E N (0;` E LL-LI L _ 111 11 1 11 Wil HIIIIII 11 111 11 111 1111785 Cedarfields Drive Greenport, New York, 11944 ul� DRAWING TITLE: I� ELEVATIONS - AS NOTED SET: ISSUED FOR: DATE: REAR ELEVATION- LEFT ELEVATION- SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" SEAL: DATE: JANUARY 31, 2014 PROJECT NO: 968-2014 pF NEtV DRAWN BY: �.. DEE�,�OQ BDK © COPYRIGHT 2014 D.A.K ASSOCIATES, LLC. * 0 * CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ,_X A UNDER FEDERAL COPYRIGHT LAW. .� ..f' '- w SHEET NUMBER: 4 n W1C, W PLANS MAY NOT BE REPRODUCED WITHOUT ` WRITTEN AUTHORIZATION. c� A201 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF FQAtio 1072 D.A.K. ASSOCIATES, LLC. Ro �0NP '1 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 ASSOQAIES,ac Departments, DEC, FEMA, etc, Verify all conditions, codes, and requirements with such a encies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS D e A®K ASSOCIATES uc residential & commercial design.engineering.conrsuBtig 506 Main Steet phone: (631)761-6071 Weskmpton Beach,New York 11978 fmc (631)466-3354 C Mall: CAmi8E@W.com oewkodi.An a KeM Associates,LLC o formarty East End Design Associates,LLC '. %✓�;%l.!Ti's'�: . �l'�'"�/.l� .�''%%%%�%%n OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the 2x10 Ridge ideas, design and arrangements represented Ridge Vent 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 Roof Shingles or project other than for which they have been Ice and Water Sheild prepared without written consent. J" CDX Sheathing 12 2x8 Roof Rafters 8 nn , Q 2x6 - 16'oc. U Ulu R-30 Insulation R-30 Insulation 12 8 2" Furring Strips o R-30 Insulation 2" Furring Strips NEW R-19 Insulation (2)2x6 Top Plate 2x6 Studs-16"oc NEW CL. TW3846 WORK NOTES: EXISTING R-30 Insulation NEW NORTH BEDROOM UNIT 5" Seamless Gutters 1"x 8' Azek Fascia8'-42" 14'-5" 2x6 Subfascia R-19 Insulation Existing Soffit (2)2x6 Top Plate R-19 Insulation R-19 Insulation R-19 Insulation � " Sheetrock R-19 Fiberglass Insulation I I I I I I Ex. VFelt EXISTING nyi 15� Siding I III EXISTIN I I I EXISTING OSB Sheathing 2x6-16" oc Wall Studs I UNIT i t NORTH I I I I FORTH ROOM I I I I ROOM 2x6 Doug Fir Shoe PROJECT: 2 x 6 pressure treated I I ( I I I I I ACQ sill plates (joist bearing plates) Termite shield on fiberglass EL a sill sealer - typical ( QUo SWAI R-19 Insulation R-19 Insulation R-19 Insulation RESIDENCE 1785 Cedarfields Drive EXISTING EXISTING Greenport, New York, 11944 BASEMENT BASEMENT DRAWING TITLE: CROSS SECTION A SET: ISSUED FOR: DATE: SEAL: DATE: JANUARY 31, 2014 PROJECT NO: 968-2014 CROSS SECTIO OF NE DRAWN BY: © COPYRIGHT 2014 D.A.K ASSOCIATES, LL �"C. CHECKED BDK 4 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTEDJJD s Scale: UNDER FEDERAL COPYRIGHT LAW. �� � �� SHEET NUMBER: 30 PLANS MAY NOT BE REPRODUCED WITHOUT 'Y w WRITTEN AUTHORIZATION. A301 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �° 0 725°1 �, D.A.K. ASSOCIATES, LLC. oFEsS�oNP�' THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, DOB NUMBER: O 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-K ASSOCIATES,uc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such a encies prior to construction. v. �... . REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS D ®A®K ASSOCIATES14-11 �c residential E, commercial design•engineering•cornulthg 506 Main Street phone: 1631)767-6071 Westhampton Beach,NewYork 11978 fine (631146-3N 2x10 Ridge E4A& ad'Cam Ridge Vent Arm&Kehl Associates,uc o ftwwN East End Dedon Associates,uC 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 Roof Shingles 1 I� � Ice and Water Sheild prepared without written consent. i" CDX Sheathing 12 2x10 Roof Rafters (2)2x6 Top Plate 2x6 Studs —16"oc 00 / x8 — 16X 2x6 — 16"oc.,00 5" Seamless Gutters R-30 Insulation R-3 Insulation R-30 Insulation 1"x 6" Fascia 2" Furrin� Strips I I I I• / 2x6 Subfoscia �• Match Existing Soffit ( I I I I Sti°as•�• 2" Furring Strips �Gb\� R-30 Insulation " Sheetrock I o �eNO°'°ea 'I/ 4J I b Vinyl Siding \ae W R—#F ens. I 5 I I NEW NORTH 15# Felt e�5 I %6 OSB Sheathing ��°� 2x6-16" oc Wall Studs • til�� B T I I WORK NOTES: ROOM II I EXISTING ` I UNIT I —7'—4 " I I 3'-4" R-19 Fiberglass Insulation 2x6 Doug Fir Shoe 2x8 Box Beam (2)2x6 Tap Plate R-19 Insulation R-19 Insulation R-19 Insulation " Sheetrock R-19 Fiberglass Insulation Vinyl siding. EXISTING LINEN HALL 15# Felt OSB Sheathing 2x6_16" oc Wall Stalls BATHROOM NORTH BEDROOM 2x6 Doug Fir Shoe PROJECT: 2 x 6 pressure treated ACQ sill plates(joist bearing plates) Termite shield on fiberglass sill sealer — typicalSWAIN R-19 Insulation R-19 Insulation R-19 Insulation KESIDE Grade 1785 Cedarfields Drive EXISTING EXISTING Greenport, New York, 11944 BASEMENT BASEMENT DRAWING TITLE: CROSS SECTION B SET: ISSUED FOR: DATE: SEAL: DATE: JANUARY 31, 2014 PROJECT NO: 968-2014 DRAWN BY: BDK CROSS SECTIO © COPYRIGHT 2014 D.A.K ASSOCIATES, LLC. ( (SOF NES CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED w� "�a� FS�' oEEyo�� JJD Scale:��_�,��� UNDER FEDERAL COPYRIGHT LAW. ,� A A s HEET NUMBER: 2302 PLANS MAY AUTHORIZANOT BE REPRODUCED WITHOUT .� N. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OFdo 4< "poi ,c�/ A302 D.A.K. ASSOCIATES, LLC. 0725. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE FESStON PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Do NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI E of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ® D-A-K AWMIEB Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such a encies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILSLE �0'gf ' ���� • , , ,,,�,,, ., �. ; - �;, 00 D ®A m K ASSOCIATES UIC residential a commercial design•engineering•consulting 506 Main Street phone: (631)161-6011 Westhampton Beach,New Yak 11918 talc (631)466-3354 E-Mal: CArrn8888gaoi.com 2x10 Ridge Deericosb,Am,a Kehl Associates,uc o ftrnwly East rx,d Design,associates,uc �•%. �_ :/'lam/;� i. 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 1 to others or used in connection with any work i or project other than for which they have been Roof Shingles , Ice and Water Sheild � 1 prepared without written consent. i � ;" CDX Sheathing �- I 2x8 Roof Rafters 8 (2)2x6 Top Plate 2x6 Studs -16°oc i 2x6 - 16"oc. 2x6 - 16"oc. 5' Seamless Gutters 2° Furring Strips R-30 Insulation R-30 Insulation 1"x 6° Fascia R-30 Insulation R-30 Insulation 2xSu na NEW Match Existing Soffit I ' Sheetrock I I BATH Insulation R-19 Insulation R-19 Ins. ROOM EXISTING EXISTING BEDROOM Unyi Siding. 16#Felt ^ CLOSET Y16" OSB Sheathing I I WORK NOTES: 2x6-16' oc Wall Studs EXISTING UNIT 01 R-19 Fiberglass Insulation -42" 2x6 Doug Fir Shoe 2x8 Box Beam L(2)2x6 Top Plate R-19 Insulation R-19 Insulation ` R-19 Insulation Sheetrock \ R-19 Fiberglass Insulation \ �\ REAR I I \ Vinyl Siding' EXISTING EXISTINGEXISTING 15#Felt I \ Ye°OSB Sheathing \�\ 2x6-16" oc Wall studs KITCHEN HALL I \ DIVING ROOM 2x6 Doug Fir Shoe \� PROJECT: 2 x 6 pressure treated ACQ sill plates(joist bearing plates) \ Termite shield on fiberglass \� sill sealer - typical SWAIN R-19 Insulation R-19 Insulation R-19 Insulation RESIDENCE Grade 1785 Cedarfields Drive EXISTING EXISTING Greenport, New York, 11944 BASEMENT BASEMENT DRAWING TITLE: CROSS SECTION B SET: ISSUED FOR: DATE: SEAL: DATE: JANUARY 31, 2014 PROJECT NO: 968-2014 DRAWN BY: CROSS SECTIO BDK © COPYRIGHT 2014 D.A.K ASSOCIATES, LLC. ��pF NEW CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ��P�S�. DEER�o � JJD 1� i e UNDER FEDERAL COPYRIGHT LAW. A s� * HEET NUMBER: Scale:2 =�-� PLANS MAY NOT BE REPRODUCED WITHOUT 303r— h WRITTEN AUTHORIZATION. .> $il w ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 2 `'` 4 ? A303 D.A.K. ASSOCIATES, LLC. `PF0 /1'0 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESEROFESS�ONP 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•K ASSOCIATES, ac Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such a encies prior to construction.