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F01Town of Southold Annex 7/16/2014 P.O.Box 1179 : 54375 Main Road AL Southold, New York 11971 o CERTIFICATE OF OCCUPANCY No: 37028 Date: 7/16/2014 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 265 Jasmine Ln, Southold, SCTM#: 473889 Sec/Block/Lot: 70.-1-6.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 6/13/2012 pursuant to which Building Permit No. 37350 dated 7/9/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING A GARAGE EXPANSION, COVERED FRONT PORCH AND REAR DECK TO A SINGLE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Best,Carol (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37350 07-15-2014 PLUMBERS CERTIFICATION DATED 06-12-2014 George J. Berry Jr o ' ed Sig4ature 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 #: 37350 Date: 7/9/2012 Permission is hereby granted to: Best, Carol 265 Jasmine Ln Southold, NY 11971 To: Additions and Alterations to a Single Family Dwelling; Bedroom, Hall, Sitting Area, Bathroom, 1/2 Bath, Mudroom, Garage, Covered Porch, Cellar Entrance, Walk-in Closet, Laundry Room, as applied for. At premises located at: 265 Jasmine Ln, Southold SCTM # 473889 Sec/Block/Lot# 70.-1-6.2 Pursuant to application dated 6/13/2012 and approved by the Building Inspector. To expire on 1/8/2014. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $842.80 Total: $892.80 Buildg Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This•application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural-or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form).. 3. Approval of electrical installation from Board of Fire Underwriters. 4. -Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliafvice,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) tion-eonforming uses,or buildings and"pr-e-existing"landuses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2_ A properly cpmpleted 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_ Fres 1. Certificaie 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_ Certirteate 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,Comm erei -1$15.00 Date. Vew,Construction: Old or Pre-existing Building: (check one) .A)eation of Property.: House No Street Hamlet ?whir or Owners of Property: ;uffolk county Tax Map No'1000, Section d Block 1 Lot too tumvision Filed Map. _ Lot: %mit No. 3 5 1�) Date of Permit. '7 - /U plicant: llealttr Dept.Approval: Underwriters Approval: 'tanning Board Approval: :cquest for: Temporary Certificate Final Certificate: (check one) ee Submitted: $ icant Sipynature *pF SOUlyol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CA A roper.richertR-town.Southold.ny.us Southold,NY 11971-0959 Q ftN% BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Best Address: 265 Jasmine City: Southold St: NY Zip: 11971 Building Permit#: 37350 Section: 70 Block: 1 Lot: 6.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Paul Burns Electric License No: 3897-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph Heat gas Duplec Recpt 69 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 12 Wall Fixtures 15 Smoke Detectors 7 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 58 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture 12 Pumps Transformer AppliancesH67 Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 4-exhaust fans, 1-hydro massage tub, 1-paddle fan, 20KW standby generator with 200a transfer switch Notes: InsInspector Signature.- p `6 Date: July 15 2014 81-Cert Electrical Compliance Form.xls o�OFF04�o N r Town Hall,53095 Main Road Q Fax(631)765-9502 P.O. Box 1179 '��O a�� Telephone(631)765-1802 Southold,New York 11971-0959 1 �► BUILDING DEPARTMENT TOWN OF SOUTHOLD JUN 17 2014 �l��r i. CERTIFICATION Date: Building Permit No. . ? S Owner: 1 •qKa( � 5 i (please print) Plumber: e— (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ft&hers Si ture) Sworn to before me this 3 956 tl-� e day of 20 SANDRA BERRY MIC,6419 of P ov)Y06 No.Wl1;7-45901) Wirldo 6n UU1101k courts `,qrm E*"Dso 31� Notary Public, County 3 73 r4f SOUly06 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION I [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) REMARKS: Z, DATE INSPECTOR 2::�= t�* TOWN OF SOUTNOLD BUILDING DEPT. � 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION I 1 FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: � r DATE 4 0 �Y INSPECTOR . Of SOUr�o6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL8G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) REMARKS: DATE j Z� -I NSPECTO 3 TOWN OF SOUTNOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 7ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI ET1f INSPECTION I 1 FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE � �'3 �y INSPECTOR TOWN OF SOUTMOLD BUILDING DEPT: 765.1802 INSPECT N [ ] FOUNDATION IST [ OUGN PLBG. [ ] FOUNDATION 2ND [ ] INSULATION C FRAMING/STRAPPING [ ] FINAL I ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION C 1 FIRE nEsistart CONMIXTION [ ] Fla¢nMsraW vENErnuunoN [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) REMARKS: DATE ` y INSPECTOR TOWN OF SOUTIIOLD BUILDING DEPT. T65-1802 INSPECTION [ ] FOUNDATION IST [ j RO PLBG. [ ] FOUNDATION 2ND [ NSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION I l ELECTRICAL (ROUGH) C l ELECTRICAL(Fl! REMARKS: v 112 DATE ` ` Y INSPECTOR f sop �' yO<o �ipUrrry�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 1 INSPECTOR OF SOUTyo� liv # # /4 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ } FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ f ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE f 5 INSPECT RI O 1 FIELD INSPX=ON REPORT DATE COMMENTS i2- Y J FOUNDATION(1ST) - ---------------------------------- FOUNDATION(ZND) ci z ROUGH FRAAMG& PLU-MING INSULATION PEA N.Y. y STATE ENERGY CODE 4 IL. 41(- MAL FINAL IF= ADDITIONAL COMMENTS n S i2a 5bt I 1oc 35 0 s- o F\2 � z b TO" OF SOUTHOLDp �n BUILDING PERMIT APPLICATION CHECKLIST BMDIN s DEPARTMEN 11 V Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 JUN 13 2012 -4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 &16-0022 - Survey t SoutholdTown.NorthFork.n PES rflJb� ✓7 3,57 -Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 I Storm-Water Assessment Form - Contact: C�' Contact: -3WT KEHL Approved— 7 , 1 '20 Mail to: WW. h s..+OG.�Lte.. Rt, atot, Phone: (oy4) -'-133-309!1 Expiration_ '� b ,201 ' Building Inspector APPLICATION FOR BUILDING PERMIT Date 04o- 13 ' 20 12 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 perm it 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. (Signa applicant or name, if a corporation) P,o i?ox f6?S So4T' Ao►f, NY 114'11 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder A4 r1v Name of owner of premises 6m, 'ggsr — (As on the tax roll or latest deed) If p ' t ' corporation, signature of duly authorized officer ame and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 9GS- �A 5MIA16 4ANr SpvrNCY.d _ House Number Street Hamlet County Tax Map No. 1000 Section 70 Block D/ Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy RIGS i bror 1 At.. b. Intended use and occupancy 'RES,o e jr j A%- 3. Nature of work(check which applicable):New Building Addition A Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 475-1000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units NA Number of dwelling units on each floor N A, If garage, number of cars CAR, 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NA 7. Dimensions of existing structures, if any: Front 52' az- " Re !j t -r Depth H 2 -3 1, Height 23- 'l Number of Stories ) '/z Dimensions of same structure with alterations oar additions: Front 521 R Rear 40t 1 3 u Depth 4SI-3 Height 27-lo Number of Stories -I/Z, - Z 8. Dimensions of entirel new construction: Front 18=O' Rear Pi 0" Depth 3 3 Height 27-(0" Number of Stories 2 9. Size of lot: Front 30'(' Rear j b k 'Depth 1 y 10. Date of Purchase 1 4 2 Name of Former Owner 11. Zone or use district in which premises are situated Res . 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES NO SC 14.Names of Owner of premises CAtto- U*.T Address SwTw*e" kw. It4'TI Phone No. x165 1POGY Name of Architect -Buw Kco t_ Address P.9.&** 142L.. hone No (431-fo8y Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO x * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) -F5 KF Tr L, KE ii 1. being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the A C kwl- (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this J.� day of �(,�nt_ 20j_a_ Notary Public wA gnature of Applicant Town Hall Annex 54375 Main Road T (631)765-1842 '. P.O.Box 1179 f0�e< ��UM nv Southold,NY 11971-0959 us BURDINO DEPARTU724 T TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL 1NSPECT1914 REQUESTED BY: 1., 3 v n1 Date; /Z Company Name: ,l 3u,r s ezo� , .. Name: J,/- License .J✓License No.: A IF i' Address: oC, /aG a u`t'l•�fit/ Phone No.: i- 3G r- y?.3; ,. JOBSITE INFORMATION: (*Indicates required information) i *Name: *Address: .- -_ i *Cross Street jZ4 *Phone No.: Permit No.: 73 S o Tax-Map District: 1000 Section:__ i. —�.. . Block: Lot �_ --�_. *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ���G. -`u`� `�G�!✓h /- G.S��t � 45✓r� �c��'I Tom? (Please Circle AN That Apply) *Is job ready for inspection: YES/ NO Rough in Final *Do-you meed a Temp Certificate: YES/ NO i j Temp lnformadon(If needed) *Service Size: 1 Phase 3Phase 100 150200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATIONn 82-Request for inspection Folin I . ' Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Ownergent Consultant-Contractor or Other(Circle One) Property OWNER:(If Different than Applicant) D,A,K, ASsa i32�Zr I4F 4- aptLot_ ES LE dy O, x (o'7S SUvT1-(01.4 1. rose: ��119"� Z S ? i LANE SovTHot.p lephone/(o3 i-v 3 - O u irax It�31- - JS'-I °`p Fax*: 1 -T - 0 Mail: OPT 0 JL AIFt )Jul--r E-Mail: •I Property Address: Brief Desai b S?AS . /N S0�T'F{ Ption of Construction Activity,Proposed Structural BMPs Soil S.C.T.M.t 1000 _r7O 0 1 / Stabalization BMPs,Project Scope and/or Sequence of Construction Activity Dts seetbn ttbdi 1 (Provide Additk net Papas a Needed) Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP; t-tot l It ,� OF-_ t6KE-R- -- --------Q------------------ Address: f o, _�--5�� AWTHOLA tAY Telephoner"% 4!+� ____-- ---___ E,Mail: " � D � t �t t-- -S[� S AO-------- dPfD►Jt_t0E MET rr,, Name of Persons Responsible for Installation b Mtlntenance of Erosion Control Practice: ------- 5A AS --- ---t-��v_ Address: Telephone : Fax k: -3"�S -- E-Mail: Trial Area of al 30 J!!�_"_+_Q __h0®ITlonl__I S _/h(._�,0�•A-CIJ 3 7?9 T / Total Area of Land Clearing / O F Project Parcels: / and/or Ground Disturbance: eP S -,-------- t$.F./Aw+l (S.F.//was) �/yy�� ..�.—�rC'3.. .`I�. •-...-y____»-________ Project Duration: Stag End IJYY_!'�_ r?S--•__,-- .. .... __-�t�+s l �(� ... (Anticipated)r !1 d4 Date: Date: ! - __ _ -... V 0- 5 Sf�rc _. 2__ f�Ttt _ o__ (NumbWof ovp) ------------- WiII this Project Disturbs five(5)or More Acresat 50IL Any One Time During the Proposed Development 7 Yes No /50- 99-1101") � --1WW ------------- a, _ ___•-__._____ /e�PIO If YES:Please Answer the Following) ftt�65a�101")- OF__N'}W a. Does the Applicant have a Qualffied Inspector On �vN O >r� /�� Q p- " r/ Staff To Conduct the RAquired Inspections? Yes No r b. Does the SWPPP Indicate HOW Frequently-the Site = = List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time 7 Yes No c. Does the SWPPP Adequately identify All Temporary _NOAt __'--"--------------- ----------------- and/or Permanent Soil Stabalization Measures 7 Yes CN ---------------- -------------------------- d. Does the SWPPP Adequately Identify a Complete = = -..__......-......._.._-_..______--__-.__•--•---.--._.._.__...._--.---_.__-__--- _ Project Phasing Plan 1 Yes No status of impacted Waterbody:(Sit.TM3oa(d)LIsted,Impaired e. Does the SWPPP Indicate Additional Site Specific '• ...) Practices that Will be Utilized to Protect Water Quality 7 Yes Lo� 0 VJ I. Has the Applicant Submitted a Completed DEC Notice ._....___...._._..._--_-•--__•---__.._-_._.. _-..___-._.-- --. Of Intent and SWPPP Acceptance Form for Review (—� Type of Impacted Waterbody:(eg.Lake,Creek,Bay,Pond,Sound,Freshwater Wetland_.) by the Town of Southold 7 Yes No bo rr— STATF,OF NF.W YOLK, Notary Publie, too No York COUNTY OF.... .................SS No.01BU6185050 �ZF Qualified in Suffolk County R,/AJRVWfe�51ilartt e � That I ....being duly sworn,deposes an�saoMy3snsaa? . And that&e he is the .......A ..................................... (Ow-r,....:........y................ ........ .................................................................... (Owner.Contractor.Agent,Corporals offker,etG) Owner and/or representative of the Owner or Owners,and is dui 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 herewith Sworn to before me this; ..........2.1. .: ............. day of.. ........... ....... ,�^ t Notary Public: ......�'.'..`:!�^ !�- ( lure of Applicant) SWPPP Assessment FORM: 03-12 T.O.S. "SWPPP" Preparation - Chapter 236 For Department Use Only: Storm Water Pollution Prevention Plan S'S'T'"''# Pr°P.qG Addr.s:: Z`S 3-RSMfMr£ �r `'�1• ;'' Review Checklist Checklist # 1 oubftt , 70 01 BlackL, REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: Plan Shete (Does the SWPPP Abe uatel Provide for and/or lthdicate the Following-) i YES; NO ;N.A.;EXpianation for NO or V,& Location 1 (Pg.#) 1. Drainage _-cu Calculations&-tomtwator BMPs Designed to contain a Two Inch Rainfall On-Site -t�� �_ 2. zn-stnrction Phasin Ptah indicatln uenoe of Construction Activities ----- ------------ ----- ---------- ---------g ----- Proposed-- ---- -s. - -;COQ®�O��I►wPt AQDtTto..j----- (� r� - - ------------------- 3. General Location Map_--- '®11—J, -------------- -- -- - - ----- ---- 4. Oraianpe Site Plan Drawn to Scale at Sbdv X60')feet to the Inch or lamer indicating the Following_ 1 1�,01 a_ LocaU an of 8ourrdarles ' ' r--!;,j - --- '-_¢Qesriptlor-_P �-------j---------- ---- ������--- ----- ---------------------------- ._ b. Site - ---- - -- -`--- el-------------------------------------------------- ----®'u,© --------------------------`-- -c. All Natural and/or Man Made Features on and within 50'of the Pro Bounda --------- -------------------------------------- -----�'= -DC7;®;�t - -=�cst)L N4---------------------------- - _. d. Test Hole Oata Sol CtiaracterlsGcs d__ _ t9 Seasonal Water Table: 1 ---------------- _ -------- --- Table: --- 0+�+� ----fi r-h}D� - e. Contours Indicating _ Elevations - , _. ----------- P►op°rij'------- -------------------------- -Ar O�--��i -5ime.�--AQQ�_t_loa------------------- f. spot Grade&Finish Flo"Elevations for ExlsUng and Proposed Structures: _A ' r /`1,�Tc t+ _�c cST r g. t_ocatTono��ll7oodedAreasl�lso�ated�reeswTUiartwmOimens�onofl8'Diameter �C]���-- /Z- --------------- ------------- - ----------- - -. ----'- ---->I-----------rvey_---------------------------------- ---- 5. Background Information about the Scope of the Pt o)ect l ocalarr&DesrxipGon of the Site. 1 1 , P ed to the Shte and Al on the ske Induct the Followi ' � - ----ropos-- ----- F�dsL^8D -------K---- --r'g- ' ' , -- -- ---- I ���' s� ^------------------------- --- - - b. All Excavation.Filling.Strippkv&Grading Proposed and klantified-as to depth,Volume r®Iprpl ¢ N#tLrreotiyate kwotve�:------------------------------ 1 1 1 3 Yls -------------------------- _ - c. All Areas R and/or G ___ __ 1 1 1 1 -------------°-�t�rsna G°- o---- ____V- I� Cl O -------- d. All Areas Whom T --� ------ apsoQ is to be Removed.Sfodcpled and where Topsoil will ultimately bs _.JJ_E- __ .____..----C_' "L---------------------------------------------------4 1 1 1--- - -a. All Tempomry&Pennanent Vegetation to be Ptaosd on Site; f._All Temporary&Pemranent Strom Water Runoff BhtP Caotrd Measures Proposed_- -,-V!: (���] C o s h-.,J� p 1 T FL g- The AttUcipated Paitem of Surface Otalrrage Durlrtg Periods of Peak Runotf. -_ h. The L ocatloct of aU FFoads,Dtivevvays,Sidevwapcs.Patios.Sktxhrres,1161ities&O_ther �' - - -------- ----- -------J[z -JiQ - ---_ Im rovements, ----------- ------- - --- p _ _ Ghc�tx��ig 1 empotary Access&Farutruc5on$caging Areas; ' A Ih T.-Tfie �•FGral�or.faus-anacr - -- -- - - 6. A Schedu{eoithe ---------------------------------- --, 1 1 r-�------------- ---- Sequencefor the k'rstalat(ort of AM Plarxhed Sob Eracsion,Sedurhentation � ' , , 1 '"� 11- &StorttwaterRunoff Control Msastxes 110101 i?`lo.s- Au- P-JV ils 7__DescxlQtion of Poliutlom Prever ion Measures that will be Implemented_ _, .1�'O 1 t --W>s tk. �PJ�e'2� -------------------------------- - � - ---!'-- -- -- -- -- - ------------- - ---------- 8. A Desalption of the Minkmrat Erosion&Sediment Control Practices to be installed and/or i ' _--Imjilemented for Each_Corst uctloeAdMty that will rest*In Sol Disturbance. C _(�0 9�__ t f IZA Vr---- ---------------------------- - --------- 9._Description of Constrhrctian d Waste materials Expected b tre_Stored Ortite. _____J®i i _ �!M�jJ ---------------------------------- 10. Temporary&PerautrW t Soll StabWbmtlon Plan that meets Use Current Version of the -- New York State Storm Water Design Manual Technical Standard. i �=!=: _- w_ C Pss ------------------------- -------- -- --- -------------------- -- - - 11. General Site Plan and Construction forthe �1�1�i ��- PSA __-------------------------- - ----------____----__ --- _ ---------------------------- 5---- =----------------------� 1 1 r ------- 12. Dimenslons1 Material Spedtications&instatlatlon Details for Al Elusion&Sediment Control Practices. , 1®101 Na - USiFD ____________ ^-------------------------------------------- - Temporary Practices fhatwil be Converted to Permanent control Measures. _J®,�,��_WAT1CIt_ -�O _-- 1 .R� 0 9 -------------------------- rBM--------- ----------- ------ 14._Implementation Schedule for Staging Temporary Erosion Control Practice or BMP. _ _'�'(�'�' f .r ___L./}___ ---------- ---------- , 1 1 I-_ ------------------ - 15. Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& / 1 Sediment Control Practices.__ _ _ _ _ A ��S ------------------------- ----------- .- 16. Names of Potential Surface Waters of ttte State of New York and/or MS4 that may be I 1 17. Impacted by aloof Storm Water Co trot --------------- ----------- 4 ---------- -� ------------------------------- - n ------------------------- --- -- - 17. Oetln_e_aUonofStormWaterControlPlanImplementationRe-ponslblli-- forEachof the ; ��F_ /- ______________-__--__-_-_---____ ---Proec 6a;,uruWlonSite.- ------ I 1 1 1 18. Ail other E_xlsdne Data that Describes Storm Water Runoff and/or Natural Drainage Swales_ -', 19. Identiflcation.of All Contrador(5)/S j6 tWCWCf Responsible for Installing,Constructing, Repairing,Replacing.Inspecting and MaIntalning the Erosion&Sediment Control Practices. ' Storm Water Management Control Plan Checklist# 1 : 03-12 *pG SOUTyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 CA Z%c Southold,NY 11971-0959 ���• ^�i� COUNT`(, BUILDING DEPARTMENT TOWN OF SOUTHOLD March 18, 2014 Carol Best 265 Jasmine Lane Southold, NY 11971 TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: pplication for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) A fee of$50.00. Final Health Department Approval. (46PIumbers 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. Final inspection by Building Dept BUILDING PERMIT: BP 37350 — Addition/Alterations B• P. # 3 73 . 0 a— BUILDING PERMIT EXAMINER CHECKLIST �Dqle Submitted: r 13 "Date Reviewed. Applicant: / I Owner: . � Arthitt�ttEngineer: Estimated Cost. 1 / SCTM# 1000} — 70 — — - f�.�� Subdivision V one: Conforming? Property Address: a" 60 S City: Pre COs? .S C0�►.Q�l:- � Building Permits (Open/Expired): BP -Z/GO Z- ,Info: BP -Z/C/O Z- ,Info: BP -Z/C/0 Z- , Info: BP -Z/C/0 Z- ,Info: BP -Z/C/0 Z- ,Info: Single& Separate Search Required? Y N Determination: STQRMW4T1E&.Rttk4f.F ,,: REQ. Lot Size: ACT. Lot Size: REQ. Lot Cov. d 0%o ACT. Lot cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear -- PROP. Rear REQ. H�t. 357CT. Hei ht R£6t. BoTH SIDES AGT P=kiecDescriptlon. � Q Waterfrot? Y o , w _ire: If yes, water body: Panel# Flood Zone: ' Bulkhead/Bluff istanc s ADDITIONAL APPROVALS REQUIRED PLRN S(4f) SIGNED, SEALED&St4RVE.Y 0�\ Suffolk County Health: Y or N& If yes, *Bed#: *Date: _/_/ *Permit#: Town Septic: Y•N - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 91in5 Y 010- Date: / / Permit#: or NJ Letter— Notes: Southold Trustees: Y o(9- Date: /_/ Permit#: or NJ Letter—Notes: Southold ZBA: Y od- Date: _/ /_ Permit#: —Notes: Southold Planning: Y org- Date: 1_/ Permit#: —Notes: Town Landmark C of A: Y q!56E: /_/_ *NYS CODE compliance(page 2): Y or N //1� C0NTK*<T,0X 11c�NSt D15�4�1L, y L-I/481LITY 1�(/olek/'lEIVS COMP /ISS T/0N_ ..DDD��_ '�, Notes: ',� oe —' d —a a- Fee Structure: Calculation: 1 / Foundation: 5 SF 16 0 / X $ #0 =$�. '�0 First Floor: S j: SF + Initial Fee: $ X O O , 00 Second Floor: 0 tE q9 SF + Additional Fee ( : $ Other: SF SFX$ , =$ Total: O 7 SF +Initial Fee: $ + Additional Fee ( ): $ C of © FEES S0,00 AS BUILT FEE --0 TOTAL: $ F0 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: .Ground Snow Load:20 Wind Speed; 12OMPH Seismic Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: YIN CEILING JOISTS: YIN FLOOR JOISTS: Y/N ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: YIN WINDOW AND DOOR SCHEDULE: AUSSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y[N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: YIN LOCATION OF DIRE PROTECTION EQUIPMENT: YIN TRUSS DESIGN-. Y/N CERTIFICATION: Y/N ENERGY CALCS: YON (RES CHEC K) TOTAL COMMENCE? Y/N (RETURN TO PAGE ONE) 3 CIO r ' R ie321.46' 0.00.E 3,5 p % u N It O ' I` � o�c \^0 X4.0 4 � ,, # •�O �l �� �° iG o �� gyp• � � �` �C_ p, f/193 ,Q � N,>>•00.0� N \ CONSERVA 7/0N y' `rye' /20,O2. O 1 0 ' h ti EASEACN7- O .4i 70.00• �v O/F A -X:ya -v m GUE/TE aw N.B/7220.W .h Q N/O/F c BU/LQC' OWER HILL /64.36' CORP two. Q � nirO/F � Va�a n-t B O T */EDAM OUGLAS PEI' e CRA WFORD AREA =37,798 sq.ft. CER TFTO. JOSEPH BEST CAROL BEST THE LONG ISLAND SAVINGS BANK FSB SUPERIOR ABSTRACT CORPORATION TRW-S-543938-1 SURVEY OF LOT 1 "MAP OF SOUMW VLLAS" FLED JUNE 25, 1992MAP NO.9237 A T SOUTHOLD TOWN OF SOUT HOLD SUFFOLK COUNTY, N. Y. . 1000 - 70'- b1- 6.2 The locations of wells and cesspools Scale: 1"= 40� shown hereon are from field,observalions arch 11 1992 and or from data obtained from others. `=' k ' ✓`f ` - 15, 1992 (foundation) 1992 (final) ANY ALTERATION OR ADDITION TO SURVEY/S A VIOLATION # ° OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. ' l� UQ , 2001 ( prop. new additions ) EXCEPT AS PER SECTION 7209 - SUMVISION 2. ALL CERTIFICATIONS ; Ja 2 Zoo 2 ��ovnoGa-fi6�J HEREON ARE VALID FOR TMS MAP AND COPIES THEREOF-ONL Y Fpj J 6, X2012 fProp. AddttJ SAID MAP OR COPIES BEAR THE"DRESSED SEAL OF THE SURVEYOR 'J WHOSE SIGMA TUBE APPEARS HEREONt .4- N.Y.S. LIC. NO. 49618 4 ADD/T/ONALL Y TO COM PL Y WITH SAID LAW THE TERM 'AL TERED BY' `�-•-- " / E MUST BE USED BY ANY AND ALL SURVEYORS UTLIZWG A COPY i,,,e;•,� OF,ANOTHER SURVEYOR'S MAP. TERMS SUCH AS WSPECTED'AND =.. PECONIC S VEYORS, P.C. BROUGHT - TO - DATE ARE NOT W COMPLIANCE WITH THE LAW. (631) 765 - 5020 FAX (631) 765 - 1797 P. 0. BOX 909 1230 TRAVELER STREET revise fax number 12/08/92 SOUTHOLD, N.Y. 11971 f:21 REScheck Software Version 4.4.3 Compliance Certificate Project Title: Best Residence Energy Code: 2010 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 5750 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 265 Jasmine Lane Brett Kehl Brett Kehl Southold,NY 11971 DAK.Assoc.LLC. DAK.Assoc.LLC. PO.Box 1675 PO.Box 1675 Southold,NY 11971 Southold,NY 11971 631-433-9084 631-433-9084 ssbn654@optonline.net ssbn654@optonline.net usingCunj)liance! Passes UA trade-off Compliance:17.8%Better Than Code Maximum UA:483 Your UA:397 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. Gross • • UA Assembly Area or or D•• Perimeter • Ceiling 1:Flat Ceiling or Scissor Truss 1141 30.0 0.0 40 Ceiling 2:Cathedral Ceiling 620 30.0 0.0 21 Wall 1:Wood Frame,16"D.C. 2918 19.0 0.0 154 Window 1:Wood Frame:Double Pane With Low-E 181 0.310 56 Window 2:Wood Frame:Double Pane with Low-E 69 0.290 20 Window 3:Wood Frame:Double Pane with Low-E 20 0.320 6 Door 1:Glass 39 0.300 12 Door 2:Solid 20 0.140 3 Door 3:Solid 20 0.210 4 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1720 19.0 0.0 81 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Versio 4. nd to comply with the mandatory requirements listed in the REScheck Inspection Checklist. — Ari1�� �L�sSLwuS � 2S 1?, Name-Title Signat r Dat OF NEW y CID C 0 SFO 072 AROFE SS\O Project Title: Best Residence . Report date: 05/24/12 Data filename:C:\My Documents\REScheck\Best 05-24-12.rck Page 1 of 1 nJASWNE LANE or-linos�a����+noi ,__ 1d3a 9078 ° ,> 235.00' - - Z10' � ` Nnr 11] �a SITE PLAN s �� 00 0o E lc. ' I,, R_321 A � �� CN D -A-K ASSOCIATES LLC F 0 QUESTION it �l X11 , residential & commercial design engineering s consulting L II THESE CALCULATIONS ARE THE AREA OF GROUND `7 CAROL BEST COVER THAT WILL INCREASE THE RUNOFF FROM -4 4.g 3 O THE EXISTING. + NOTE: THE AREA OF THE ADDITION!IS IN THE ARE SI T UA TED A T OF THE EXISTING DRIVEWAY. Z ASPHALTLf- -6071 THIS NEW ROOF AREA RUNOFF IS TO BE CONTAINED DRIVEWAY of 506 Main Street phone: 631 767 L 0 T ON THE PROPERTY, O OLP 3 SPGIN MP RPL J Westhampton Beach,New York 11978 fax; X631)466-3354 a z s P`L I — E-Mail: CArm8888@aol.com "MAP OF SOUTHOLD VILLAS �a _ _ �O N ON EW WALKWAY Y g C� y FILED JUNE 25, 1992 MAP N0. 9237 LEADER Deerkoski,Arm&Kehl Associates,LLC oforme l East End Design Associates,LLC OUTLET, EWGARDEN ROOF DRAINAGE CALCULATIONS: LEADER CD CD OWNERSHIP & USE OF DOCUMENTS: EXISTING GARDEN I;�PROPOSEDNEW%.' ! X, OUTLET AT SOUTHOLD 15 LEADER ';;COVERED PORCH;j '! = f% % rFWROOFAREA=2BRm/R •5 LEADER OUTLET %%%%% '/;,{PROPOSED NEW '! ' , O LS These drawings and specifications including the TOTAL IICREA.xE IN AREA IM C09F.OF 10 OUTLET �' '2 0•/0 r GARAGE'ADDITION r' TOWN 0 F SOUTHOLD fASPRALTRRRfYAYRD10ifD1=109m/N 15.3' 1�'' ''' E LV. 119 .3' O N ° ideas, design and arrangements represented "1,` therein, W YORK V=AxRxc I '"1/714' o °� LLC. No part tither thereof hall fbe copied, disclosed osed SUFFOLK COUNTY, NEW A=109sq/R , A to others or used in connection with any work R=Y RANFAII=.I7 k I - S.C. TAX No. 1 000-70-01 —6.2 `=1EFF=10 14' V=C x,x.166007=,$1067 - --- ------------------------ ----------; N 7 7° 00'00"W 1 2 0.0 2 ---------------------------------------� 5' LEAD R » > IB.I7GF/Q7JCf/YFRIICALFi=212 Y.F.N � OUTL�T or project other than for which they have been SCALE: 1 =40 1&17C.4'004PU./O &FT. 12 I (n \ prepared without written consent. M S-V 15.5 ' I 35.3' N ° AREA — 37,798 S Q/FT FADER .LEADE A� 0 TLfT N �UTLET OUTL 11 4.9J' OUTL T 0 � EXISTIt G GARDEN PROPOSED 15 NEW ICONSERVATION I � J ILCO DOOR i N �— —► DODR 1610' EXISTING DECK III LEADER LEZI R OUTLET OUTL EXISTING GARDEN L3 EXISTING GARDEN MARQUDTE EXISTING GARDEbN0 F EASEMENT \o� YOUNG n," f , LANDSCAPE RENDERING qLL OF THESE TREES, SHRUBS AND 20 DWELLING OF PLANTINGS ARE IN PLACE AT THIS A (PUBLIC WATER) TIME THECAROL BEST PROPERTY THREE (TH BUSHES INCTHE IFRON OFE cO 70.00' THE PROPOSED NEW COVERED PORCH. � __75WORK NOTES: SI T UA TED A T w LOT #1 THE OWNER OF THE RESIDENCE INQ0w THE PAST 2 YEARS HAS PLANTED N "MAP OF SOUTHOLD VILLAS" OVER 150 NEW TREES AND SHRUBS � FILED JUNE 25, 1992 MAP NO. 9237IO MAINTAIN THE PROPERTY A 50.00' AT SOUTHOLDINSIDE AND OUTSIDE OF THE C1\] TOWN OF SOUTHOLD CONSERVATION EASEMENT. SUFFOLK COUNTY, NEW YORK z S.C. TAX No. 1000-70-01 —6.2 164.36 SITE PLAN INFORMATION IS BASED ON LAND SCALE: 1 "=40' N 81° 12' 20"W SURVEY PREPARED BY JOSEPH A. INGEGANO LICENSED LAND SURVEYOR (LS 49668) JASMINE LAN A R= 321 .46' S 770 00'00"E 235. ' A44.93' .. ASPHALT DRIVEWAY .. 00 O OLP ��� J PROJECT: T o. A NEW WALKWAY PROPOSED NEW COVERED PORCH /f � ,��yyy - BEST 15PROPOSED NEW OO 15.3' 20.0' GARAGE ADDITION O O 17.4' A A A EJ RESIDENCE o MAIN HOUSE _ 4 o I � (2 STORY) � 3•�� - , N 1 h 00 00"W 120. 02 I N GARAGIE 'i�"N 1 5. 5 I 35.3' L- -- 1; n Ln 265 Jasmine Lane P OP Southold, New York, 11971 NEW D BILCO 14.0' ' , O , IDOOR CD 15 ' KITCHEN � l ° 0 I n 16.0' DECK ! AT ,rsi< DRAWING TITLE: SITE PLAN z ' TN / O / F MARQUDTESET: ISSUED FOR: DATE: ENT I , 4D L — = — - - - - -� e e YOUNG DWELLING ® < SEAL: DATE: ) _o O (PUBLIC WATER) JUNE 27, 2012 70.00' ® a LJ ! D O PROJECT NO: ® ® � E N ® 041-2011 oDRAWN BY; e BDK ® ! CHECKED BY: ° 50 .00' NJJD ® � SHEET NUMBER: z19 � S 5.:8'% ;'"rI'hl,ty.;:�,.1..4;:'�,",ti;Gn iu;rlyk?i),4i.1k7;�;ti1;RiuF7;�iv li;°<I:S la•:in`'?::)).;1.!v1r1.04I:u.�tlr 1.i V�lt�;' cst.Siy�?vv P- 1 !ln`'!'<j;;l'7.Sii;'A'i,l J,,iF.,J,'?v`:r•:^N:jti•N:':n,y N.r.w >G 16 4.3 6' DOB NUMBER: OF N 81° 12 20"W JAMES J DEERKOSKI, PE 0 D•A•K ASSOCIATES, LLc REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS M El D o A-K ASSOCIATES LLc residential & commercial design• engineering• consulting 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: 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. 11'-28' 4 y T T NEW PROVIDE HANDRAILS AS PER NYS. CODE Provide 12" Dia. — — Sona Tubes Min. o U cr y W 3'-0" Below Final EXISTING DECK z z ' Grade w co W Wix xlo ca c� Z o o= ' w X o /W N NEW �;� EXISTING DECK NEW �� cr% h I ✓ DECK o DECK �N I o i NEW 2X1 ACO FLOOR JOISTSCD Q CD EXISTING 2X10 ACO FLOOR JOIS S ®16"OC. ®1s oc. ADDviICTION o ADDITION PROVIDE HANDRAILS AS PER NYS. CODE t I Q Prode 12" Dia. Sona Tubes Min, 3'-0" Below Final t I Grade WORK NOTES: EXISTING 2X10 ACO IFLOOR JOISTS 16"OC. i c>7 ( I I Iw w ( I Z " Z0I r — - - - - - - - - - - - - �l vl I EXISTING DECK ° I I x I N I 1 1 I EXISTING I O I" I II CRAWL SPACE I EXISTING 2X10 ACQ FLOOR JOISTS ®16"OC. z O N � v li W � l cn o z N I I � I Z O .5.Z. CD h EXISTING 2X10 ACQ (FLOOR JOISTS (�16"OC. I I W II r - - - - - - - - - - - - - - - - J II - - - - - - - - - -- I 2, ri 1 I I I I ___1 1J"x 9;" LVL FLOOR JOISTS o NEW 16"OC. CRAWL SPACE I I PROJECT: I I I I NEW CRAWL SPACE I BEST I I ZI RESIDENCE 0 00 �¢zl 0 ca = I =�1 N� I I 265 Jasmine Lane -_J1 DECK FOUNDATION P1171DECK FLOOR PLAN Southold, New York, 11971 SCALE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" DRAWING TITLE: F_ I I DECK ADDITION PLANS I I SET: ISSUED FOR: DATE: MAY 1 3 2013 L�� SEAL: DATE: JULY 6, 2011 PROJECT N0: TOIAiN cl StAI(HOLD 1041-2011 _•+ DRAWN BY: IF NEW kp CMA C COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. © ,, CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED I 4� t JJD UNDER FEDERAL COPYRIGHT LAW. SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT it w WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF NOpRo. 07 2 ° Al 01 D.A.K. ASSOCIATES, LLC. pF� 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•K ASSOCIATES, Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such clalencies prior to construction. GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION General Notes: 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF RIVERHEAD, NEW YORK, BUILDING CODE, AND ---- ---- - ---- -- --- CONTRACTOR N 0 T E S REGULATIONS 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 D °A°K ASSOCIATES LLC . 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. ' residential & commercial design s engineering*consulting 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 Main Street phone: (631)767-6071 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF RIVERHEAD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, a. All trusses shall be "shaped" as shown on architectural cross sections. Westhampton Beach,New York 11978 fax: (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. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. E-Mail: CArm8888Qaol.com 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 5. Erect and brace trusses in accordance to truss plate institute recommendations. _ _ Deerkoskl Arm 8.Kehl Associates,LLC o formerly East End Design Associates, 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. AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF RIVERHEAD, NEW YORK, AGENCIES 6. Plywood sheathing. OWNERSHIP & USE OF DOCUMENTS: Y 9• G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. a. All plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTORThese drawings and specifications including the 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports , AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE 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, 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. LLC. No part thereof shall be copied, disclosed 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 RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR g, Design valines: ,q. DEBRIS, DIRT AND DUST TO BE KEPT TOA MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepared without written consent. REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY a. Fraiming 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 valines: 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: Fv = 285 PSI 8. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN iFb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. B. EXCEPT LEGAL HOLIDAYS. COMPLY WITH ALL CODES OF 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI, ARIM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS, NEW YORK STATE & TOWN CODES 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 AS REQUIRED 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. 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. 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 OTOWN ZBA 11 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN INCONVENIENCES TO THE OTHER NEIGHHBORS. rte- - I SOUTHOI W NINGBOAAD 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 SOUTHOL TEES 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 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 N'Y . C 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 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 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH 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 RETAIN STORM WATER RUNOFF 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 PURSUANT TO CHAPTER 236 ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE RESOLUTION. 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. OF THE TOWN CODE. 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 SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. A i'�P,%OVED AS NOTED D 7-7- CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA _ 'E � P. # � � �,��� ,e� 1 GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD E. BY SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY ' NOTIFY oldG DEPARTMENT AT 45 Ibs/sgft 120 (mph) C SEVERE S-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 B 5 '��g' °w PM FOR THE - NOTE: FOLLO'','�: ...k..,,E:.1lG`�S: DESIGN CRITERIA ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE ROOF DRAINAGE CALCULATIONS: 1: FOUNLI '' ''' T%NO REQUIRED ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS FOR F'C'+JRF_L) CONCRETE PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS Z ROUGH :ALM"iG.PLUMBING, (in pounds per square foot NEW ROOF AREA = 286 sq/ft STRAPPIN a ELECTRICAL &CAULKING - USES(s) AND OCCUPANCY CLASSIFICATION(s) USE � LIVE LOAD DEAD LOAD 3. INSULATION TOTAL INCREASE IN AREA WITH COEFF. OF 1.0 4. FINAL-CONSTRUCTION &ELECTRICAL USE OCCUPANCYEXTERIOR BALCONIES 60 10 ROOF II 3" THROUGH ROOF II 3" THROUGH ROOF II 2" THROUGH ROOF ROOF (ASPHALT DRIVEWAY REMOVED) = 109 sq/ft MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE 3 REQUIREMENTS OF THE CODES OF NEW RESIDENTIAL R-3 DECKS (f) 40 10 3 EXISTING V = A x R x c YORK STATE. NOT RESPONSIBLE FOR SECOND FLOOR NEW MASTER A = 109 sq/ft DESIGN OR CONSTRUCTION ERRORS. TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 BATHROOM BATHROOM 3" R = 2" RAINFALL = .17 ft TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 3 3..2' 2C = COEFF. = 1.0 ' V B ATTICS WITH STORAGE (b,e) 20 10 2" 2' 2•• WASHER V = 109 x 1 x .166667 = 18.1667 C.F. 3 2, 2" 2•' 2' PROJECT: 3" 3' TUB/ HEIGHT AND FIRE AREASHOWER SHOWER 2'• 2 18.17 C.F. / 8.73 C.F. / VERTICAL FT. 2.12 V.F. ROOMS OTHER THAN SLEEPING ROOMS 40 10 SECOND FLOOR 2 Tub SECOND FLOOR HEIGHT FIRE AREA SLEEPING ROOMS 2 2' 2" USE (1) 4' DIA. POOLS 3'-6" DEEP = 3.5 U.F. 30 10 3.. 2.. 2., 3.. 2., 2.. 2.. 2., 3„ HEIGHT, BUILDING. NEW BEST THE VERTICAL DISTANCE STAIRS 40 (c) 10 3 3 EXISTING 3 3 BATHROOM EXISTING FROM GRADE PLANE TO UNLIMITED AREA 3 3" OCCUPANCY OR THE AVERAGE HEIGHT FIRST USE IS UNLAWFUL RESIDENCEOF THE HIGHEST ROOF 3 STORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 2" BATHROOMWFUL AS PER TABLE 503 SURFACE = 24'-1 2" 2 ' AS PER SECTION 502 OF ROOF 30 10 3 WITHOUT CERTIFICATE THE BUILDING CODE OF 2.. 2��TUB/ 3" 2•. nu , NEW YORK STATE. SHOWER 2 a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- FIRST FLOOR , POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. 3" 2 FIRST FLOOR OF OCCUPANCY 265 Jasmine Lane TOTAL HEIGHT FROM RIDGE TO GRADE 27'-5 " 3" 2" 2" 3" 2' " b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. 3" 3' 3 ELECTRICAL. Southold New York 11971 ' LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY INSPECTION RE UIR;ED DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING 3" OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER C.O. C.O. 4 F.A. VENT s" DRAWING TITLE: ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. C.O. ABOVE GRADE C.0., 1NO C.O., 4•x.0. PLUMS d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN 3" 3 ALL,Ptt! WAIS►7E ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER ACCORDANCE WITH SECTION R802.10.1. 3 4 4 AWAt��ES-J% GENERAL NOTES TO S C WG A P P R O V E D TESTING'8EF0ht COVERING e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS 4" Cl SEWERAGE sysTEnn HOUSE TRAP PLUMBING RISER DIAGRAM TABLE R402.2 ftUMBER CERTIFICATION MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE ON_LEAW-C''+j�1,1��'ENl'rSES PLUMBING RISER DIAGRAM (NTS) RE SET: ISSUED FOR: DATE:MINIMUM SPECIFIED GERT1FtGATE:0F OCGCIf�AIVCY SOLDER USED fN WA'TER - � AREAS OF STRUCTURE COMPRESSION STRENGTH (a) (fc) NOTE: , ALL PLUMBING PIPE SIZING TO COMPLY WITH NYS CODE BASEMENT NA CRAWL SPACE NA TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL SUPPLYSYSTEM CANNOT FIRST FLOOR MUDROOM 183 sq, ft. SEVERE (b) EXCEED 2/10 OF 1% LEA D.. SECOND FLOOR 572 sq. ft. BASEMENT WALLS, FOUNDATIONS AND OTHER THIRD FLOOR NA CONCRETE NOT EXPOSED To THE WEATHER 2,500 (c) SE 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 of NEW ),, JULY 6, 2011 ATTIC (HOUSE)(a) NA BASEMENT SLABS AND INTERIOR SLAB ON 2,500 c CONSTRUCTION MANUAL (WFCM FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. , PAF' DEER �'S'� PROJECT N0: ATTIC (HOUSE)(b) NA GRADE, EXCEPT GARAGE FLOOR SLABS ) wC' �0's, * 1041-2011 © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. GARAGE -6 sq. ft. NO SUBSTITUTIONS � IT � r1 DRAWN BY: NOTE: ALL ROOMS MEET OR EXCEED THE NYS, STANDARDS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED W ATTIC (GARAGE)(a) NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. All Framing Hardware Shown on these Plans, UNDER FEDERAL COPYRIGHT LAW. ,� CMA BONUS ROOM NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER3,000 O d Unless Otherwise Indicated, Is Simpson Strong- -' CHECKED BY: PLANS MAY NOT BE REPRODUCED WITHOUT N e SCREENED PORCHES NA Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY . No Substitutions are Approved or Authorized `� . WRITTEN AUTHORIZATION. :� ``= JJD SUNROOM NA PORCHES, CARPORTS AND STEPS EXPOSED TO EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF vAROFESs� �P� SHEET NUMBER: DECKS NA Due to the Relationships of Framing Hardware THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) D.A.K. ASSOCIATES, LLC. COVERED PORCHES 96 sq. ft. SHEATHING NOTES: to the other Components of t:he Structure, any THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE COVERED ENTRANCE NA ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutions will Render PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Gl POOL HOUSE CABANA NA & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Void, anid will Result in the UNCOVERED ENTRANCES NA FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpo FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION, Installer Contractor AssumingResponsibility for (a) AT 28 DAYS PSI P Y Acceptance of these drawings does not authorize the right to build without a WITHOUT STORAGE (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL 1 SHEATHING TO BE NAILED TO CCA SILL 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 ( ) of Health Services, Town Building Departments, DEC, FEMA, etc. (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 Verifyall conditions, codes, and requirements with such agencies prior to JAMES J DEERKOSKI, PE (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 q g SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. construction. 0 D•A•K ASSOCIATES, uc (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 MTS 2 0 L T S 2 0 TWO Bd NAILS THIS DOUG-FIR LARCH / SO. PINE UPLIFT SIDE OF TRUSS, FASTENERS ALLOWABLE LOADS 1,2 LOAD LATERAL WITH TOTAL FOUR MODEL GA UPLIFT UPLIFT CODE Bd NAILS NO. TO AVG °o (133/160) 8dx1J" NAILS REF. INTO TRUSS RAFTERS/ TO TO ULT. F F 133& STU $ o PROVIDE 1 HGAIOKT ON TRUSS PLATES STUDS (133) (160) , z ( = SIMPSON ( ) NOTE: REFER TO SIMPSON WOOD CONSTRUCTION ==$ TAKE-UP WASHER SIDE OF CEILING JOIST H7 16 4-8d 2-8d 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND D -Ao K ASSOCIATES LLC a � AND ON SIDE OF RAFTER ' PROPER INSTALLATION PROCEDURES •j_ •�_ residential & commercial design •engineering s consulting H6 16 8-8d 8-8d 3983 915 950 650 5, 44 o — DIMENSIONS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWD ART8•xt2 506 Main Street phone: 16311767 6011 FASTENERS o / ' • (TOTAL) LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE Sd NAIL o !/ • ' AVG INTO °. o MNODEL GA MAX. CLEAR ULT. LFTA LFTA REF. PLATES o° L Westhampton Beach,New York 11978 faz; (631)466-3354 m • E Mail: CArm8888@aol.com WIDTH SPAN L QTY DIA 1>4" 2" 2}" 3" 3j" 1�" 2" 2J•' 3" 3>�° EIGHT o •° S P 4 •• 8d NAIL e e Deerkoski,Arm&Kehl Associates, o formerly East End Design Associates,LLC INTO LFTA 16 24' 17" 38i'16-10d — 4200 1205 1400 5, 44, 85 STUD - _ ° OWNERSHIP & USE OF DOCUMENTS: DOUG-FIR LARCH / S0. PINE FASTENERSZ ALLOWABLE UPLIFT LOADSS °° These drawings and specifications including the 0 MODEL L AVG 10d 1 O x 14" CODE NO. REF. LFTA L S T A 21 ° ideas, design and arrangements represented ULT. ° therein, are the property of D.A.K. ASSOCIATES, 10d 10d x 1 " (133 / 160) (133) (160) °° LLC. No part thereof shall be copied, disclosed to others or used in connection with any work MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ,° ° or project other than for which they have been o ° prepared without written consent. ° ° MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ART "x12 ° o Simpson Strong-Tie HGA10 LST20 20 12-10d 12-10d x 14" 2383 775 720 720 3, 41 CNW- ° COUPLER NUT DETAIL "E" ° DOUG-FIR-LARCH Equal number of Lro. TYPE OF DIRECTION S0. PINE CODE MODEL CONNEC- OF LOAD ALLOWABLE LOADS REF, specified n a p s in N D TION FLOOR ROOF (133/ each end " 11 (,00) (125) Iso I'� Simpson Strong-Tie DETAIL K CS16 G 515 645 670 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 515 645 670 HOLDOMATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADSI'7"(DF/SP) (133) HOLDOWN DEFLECTION ART "x12 STUD DEFLECTION DEFLECTION CODE STU 8 — MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST REF. AT HIGHEST N0. ANCHOR ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE ° SIMPSON BASE BODY HB` SB W H B SO CL DIAS e BOLTS DESIGN LOAD DESIGN °0 GA GA QTY DIA 1}" 2" 2}" 3" 3{" 5}" LOAD WHEN RAISED OFF ° TAKE—UP WASHER THE I PLATE o 0 HD2A 16 12 4A" 2J" 2J" 8" 2A" jl" 1A" 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 ° ARTg"x12 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS AVG yy L STUD PLATE ULT. (133)2 OF / SP (160) RODE N0. SP4 34" 7}" 6-10d x 14" — 2917 735 885 7, 40, 127 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE ° N0. GA WL NAILS 1��R (133) (160) REF. WORK NOTES: D,4) LSTA21 20 , " 1 21 16-10d 905 1205 1295 7, 40, 90 0 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS 10000R (133) (160) REF. Simpson Strong-Tie MSTA24 18 1 " 24 18-10d 1025 1 1370 1640 7, 40, 90 L U S 4 6 TOTAL ALLOWABLE TENSION LOADS NAIL CODE MODEL L FASTENERS SPACING REF. HD2A END NO. (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160)2 O° OF ROLL INA ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6pson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1650 2rb" 7, 40, 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY WITH ALL NOTES DIMENSIONS FASTENERS ON. U -FI AR H SO I A LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION MNODEL GA W " B HEADERS AVG UPLIFT FLOOR 10o SNOW 115 ROOF (125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "T" 10d 16d JOISTS ULT. (133)(160) 1od 1sd 10d tsd 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3jV' 4J" 2 4-16d 4-16d 6076 1140 1160 — 1000 1150 1250 7, 40, 127 DETAIL "I" STU HUS210-2 14 3�" 9 2 8_16d 8-16d 6076 1755 2105 —1650 1900 2065 1, 36, 84, 122 JART8'xl 2 SIMPSON .DOUG-FIR LARCH S0. PINE ALLOWABLE LOADS MODEL FASTENERS UPLIAVG FT UPLIFT (133/16A0) RODE TAKE-UP NO. GA ULT. TO RAFTERS TO PLATES TO STUDS (133) (160) F F2 160 HGA10KT 14 4-SDS}"x1 J" 4-SDS}"x3" 1523 435 435 1165 940 CN W— SP4 ° COUPLER NUT USE A MINIMUM OF TWO 8d NAILS THIS W— SP4STU 8SIDE OF TRUSS, UPLER NUT TOTAL FOUR /• 0 SE A MINIMUM OF 8d NAILS TWO 8d NAILS THIS STU J"- TAKE-UP SIMPSON WASHER MTS16 ° LSTA21 SIMPS❑N INTO TRUSS SIDE OF TRUSS. MTS16 SIMPSON TOTAL FOUR o /• m HD2A °°°°° TAKE-UP WASHER Strong—Tie 8d NAILS L S T A 21 HUS210-Z INTO TRUSS PROJECT: TWD I o FI 8 AIL ° �'I $" TO ANCHOR BOLTS PLATES .0° ° EIGHT' TWD o I 8d NAIL IN NAIL o T° ° INTO INDETAIL "A" I,'I STUD Simpson Strong-Tle PLATES "0o BEST N7 Bd NAIL ® DETAIL "D" DETAIL "G" DETAILINTO STUD Simpson Strong-Tie H7 Simpson Strong-Tie RESIDENCE LFTA ROD SYSTEM LFTA °°°°° LFTA 0 00 000. 265 Jasmine Lane ° BP Southold New York 11971 Y° STATE ENERGY CODE PRESCRIPTIVE DESIGN DRAWING TITLE: SIMPSON WINDLOAD l • AS [PER CHAPTER 1 OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, CHARTS & CALCULATIONS LTP4 Ll SEC-TION 101 .4.4, ADDITIONS, ALTERATIONS, RENOVATIONS OR REPAIRS, I ' DETAIL "L" 8` LTP4 STRONG-TIE DETAILS ° ADDIITIONS AND ALTERATIONS SHALL CONFORM WITH SECTIONS 101 .4.4.1 - 101 .4.4.3 LTP4 SET: ISSUED FOR: DATE: I DETAIL "C" 101 .4.4.1 ADDITIONS: I ' Simpson Strong-Tie ADDITIONS SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW ALL SIMPSON HANGERS HAVE IBEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY Floor-to-Floor Connections CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTIONS) OF THE EXISTING OR BUILDING EQUAL TO OR GREATER THAN 'THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SYSTEM(S) TO COMPLY WITH CODE. SHEATHING NOTES: ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO SEAL: DATE: BUILDING SYSTEMS. FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION, JULY 6, 2011 LTP4 DETAIL "B" PROJECT No: LTP4 101 .4.4.3 OTHER ALTERATIONS (1) SHEATHING TO BE NAILED TO CCA SILL \ OF NEW Y ;, � O 1041-201 1 Simpson Strong-Tie WHERE LESS THAN 50% OFA BUILDING SYSTEMS OR SUBSYSTEMS, MEASURED IN UNITS (2) SHEATHING TO EQUALLY SPAN IST AND 2ND FLOOR BOX BEAM : �� 5 . DEERfr .� APPROPRIATE TO THAT SYSTEM, IS REPLACED OR WITHIN ANY 12 MONTH PERIOD, ALTERATIONS (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES �� os� * DRAWN BY: Floor-to-Floor Connections TO THAT PORTION OF THE SYSTEM SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION (4) SHEATHING TO BE NAILED TO TOP PLATE w U-1 CHECKED BY: OR (OVERLOAD EXISTING BUILDING SYSTEMS OR SUBSYSTEMS. NO SUBSTITUTI❑NS :' _mss -d JJD All framing hardware shlown on these plans, 61 p7 1�° = SHEET NUMBER: SECTION 402 Ess BUILDING THERMAL ENVELOPE unless otherwise indicated, is Simpson Strong-Tie,aG2 No substitutions re approved or authorized, 402,.1 INSULATION AND FENESTRATE CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET Due to the relationships of framing hardware to THE REQUIREMENTS OF TABLE 402.1 (1 ) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. 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•K ASSOCIATES, uc performance of the entire system, REFER TO GENERAL NOTES FOR ALL STRAPPING NAILING FASTENING AND TIE DOWN DETAILS oo _ _ _ D o A o K ASSOCIATES LLC residential & commercial design• engineering• consulting 506 Main Street phone; (631)767-6071 1 1 A Westhampton Beach,New York 11978 fax; 1631)466-3354 3'-6" 14'-52' 15'-62' 303 E-Mail: CArm8888@aol.com Deerkoski,Arm&Kehl Associates.LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: r- — — — — — — — — — — — — — — — — — — — — — These These drawings and specifications including the a A ideas, design and arrangements represented — — — — — — — — — — — — — — — — I therein, are the property of D.A.K. ASSOCIATES, I r- - -� I 302 301 LLC. No part thereof shall be copied, disclosed to others or used in connection with any work I or project other than for which they have been I I prepared without written consent. I I I I Cu I I I I I I I I EXISTING I I CRAWL SPACE I �o � I I izr - I 5'-4" V.I.F. I I N r - - - - - - - - - - - - - - - - - -J I EXISTING I CRAWL SPACENE �- - - - - - - - - - - - - - - -I I I I I I BILo� in I I v ENTRANCE SIN I I I I I 4" I 4" I " J"x 9J" LVL FLOOR JOISTS I ` ao CRAWLS PACE ®16"OC. I I- - - - - - - - - - - - - - - - — � I- - - - - - - -J �� I I JL_ _ _ _ - - _ - - CD '" I - - - - - �PENIN�- - - - - - - - - - - - - - - - - - 2)1 x9" LVL FI— - - - - - - - - - WORK NOTES: A �I I I CRAWL ESPACE N I I I I I A 7 9 -1 I;1 I M A 0 SINK I 305 I 0 I I .� SINK TUB EXISTING I7— Ali I A �I I I a BASEMENT z wl I �� �M I 1• —ICU 0 N o of I ! 2x4 ACO Framed Wall 32 iI M ICU Line of Platform, -IC LI 7 -52" 5'-102' i - - - - � - - - - - - - - � - - - EXISTING STEEL BEAM EXISTING STEEL BEAM _ I I _ C-D C- C `pcer� -D cz. 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Sona Tubes Min. 3'-0" Below Final 3'-0" Below Final DRAWING TITLE: Grade Grade FOUNDATION PLAN SET: ISSUED FOR: DATE: A A A 303 302 301 SEAL: DATE: JULY 6, 2011 NEW J, PROJECT NO: -1181 7'_711' -4 5• ;F\� , DEER s�* DRAWN BY;041-201 1 16 16 1" } cr- -114" "'-114" 18'-64" 78 14 7'-2" -1• C COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. _z CHECKED BYLd A ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED JJD 17'-112" 19'-62' 15'-3" UNDER FEDERAL COPYRIGHT LAW. 'r, 4'0, 072 SHEET �� PLANS MAY NOT BE REPRODUCED WITHOUT Ro F� SHEET NUMBER: FESS WRITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Al 01 D.A.K. ASSOCIATES, LLC. FOUNDATION P THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF SCALE: 1/14"= 1'-0" 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•K ASSOCIATES, LLC 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 DETAILS D °AoK ASSOCIATES LLc 14' 16' 19'-3" residential & commercial design •engineering•consulting -10" -2' — E' -3$' _104" -8 _07�" 506 Main Street phone: (631)767-6071 Westhampton Beach,New York 11978 fax: 1631�466-3354 E-Mail: CArm8888@aol.com Deerkoski,Arm&Kehl Associates,LLC o 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, L.L.C. No part thereof shall be copied, disclosed • to others or used in connection with any work EXISTING DECK or project other than for which they have been prepared without written consent. u� I r� A 303 I C335 A A 0 ° 302 301 o -1N CD EXISTING DECK a` I EXISTING WORK NOTES: oo KITCHEN NEW ~ BILCO ENTRANCE VERIFY LOCATION 1+ LAN TW26210 C tR -4" 10' - 2' 32' 1" 2 1 521" °� - —IN .IU ol 00 2-5o1i r, NEW BATH 2868 POC. S/D •IN �� 31"(3)2x8 H r ° TW2 10 2846 r IN ! 312" -112" 3,_71• -1 I j NEW 2 31'' —IN Ln 1668 S/D 2 .r,N o I v • 7 -62" 3 CL. 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Doe NUMBER: OF FIRSTFLOOR PLAN 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 LLc SCALE: 174"= 1'-0" �/�!— Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such '�` agencies prior to construction. f REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS 00 D -A-K ASSOCIATES LLC residential & commercial design •engineering•consulting 506 Main Street phone: (631)767-6071 Westhampton Beach,New York 11978 fax: (631)466-3354 17'-0 E-Mail: CArm8888@aol.com 2" 3'-2" '-02'— e-3'-9' 7'-102" '-10" 7 91-8' -3' 7'-3" Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented A therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed 303 to others or used in connection with any work or project other than for which they have been F _ _ — prepared without written consent. A A I 1 302 301 I I I 1 I I I I I Z I W 1 I I ROOF PITCHED DOWN ROOF PITCHED DOWN 1 oCD I I I I I I 1 � I I —IN _0 — — — —RELOCATED—I ,— - 'IOU- — — — — F TW26210 TW26210 I C 305 ° 1 52r 1 O 1 OF PITCHED U I 1 2" -0-" -32" 5 rI I T' NEW 32 o z rr WORK NOTES: ' T Y1 NEW Dryer vent over 1 EXISTING a Jacuui WATER ; o I I A21v roof fin 5Access Panel \ , TW2646 2" CLOSE NEW ~Ln �d x 3-S� NEWE�o EX. - MASTER _ 1 . LAUNDRY I LINEN 31� BATHROOM 1116 BATH -7' A c' A Z� ' ROOM ° i 8'-1�" Ceiling Height 0 1¢ 9-1�' Ceiling Height I ° NEW W/I CLOSET F/L I ; o ,- F/L CL. 0 N a � 1 —' 8'-1�" Ceiling Height o 1 13'-62' ZIN 32" u 8'-1r Ceiling Height -' r SHELF ol — CL A 1 LL 28HOWER =IN 1 2868 2068 4060 D . DOOR 4060 D .DOOR •IN 2868 POC. DOOR 4068 OC. OOR u S/D =IN I SIN 32• NEW HALL s D 1 cu 8'-1r Ceiling Height Jco T 3'- 6"I min SIN %\- 2868 DOOR N HFAQFR — — — -5 EXISTING ICU 11'-61" ~M 3,_21" I _32r 7,_11r _42 BEDROOM z C N 2 0 NEW MASTER SUITE s/° 8'-t�" Ceiling Height N co 1 w r �1C1J NEW s/D oL. �, 5�2 SITTING AREA N MASTER BEDROOM o I 8'-1r Ceiling He ght Ln g'-1r Ceiling Height t A(lJ R M , 71 e� 14'-111" iN� W N 1 PROJECT: Z¢ 15' 92" I A , a h gas fireplace o� 304 Z¢ KING withz CLI', 20 oar 2068 N I T(Top to be gled) (Top to a Angled) BEST N above? I T 1 WNL I Z¢ • 5'WALL 321r 3' Existing RESIDENCE I-MIN to be Relcated I 14'-9" 1 New N Existing 26210 SIN Existing 26210 Existing 26210 / I Install stall N 51r o 1 to be Relcated u-) to be Relcated } to be Relcated 1 1 I 2 0 Install New Install New w Install New Sills 013" AFF 265 Jasmine Lane 1 I� CX135L CX135L CX135R I I 1 Sills ®13" AFF Sills ®13" AFF Sills ®13' AFF 1 " Southold, New York, 11971 TI PORCH ROOF PORCH ROOF II I DRAWING TITLE: NEW 3'SM. NEW L_ - - - - - - - - - - - - - -J TW3056* TW3056* A A A A SECOND FLOOR PLAN 304 303 302 301 T SET: ISSUED FOR: DATE: 5'-7'— 5'-7' 5'-41" 7'-71�� 7'-71" 4 4 2 2 2 17'-112' 19'-62" 15'-3' 52'-9' S DATE: 0 �"�� f JULY 6, 2011�pF NEW Y PROJECT NO: / S , DEE-4h °'A� 1041-201 1 SECOND FLOOR PLAN 1:0 �� } DRAWN BY: CMA C COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. CHECKED BY: SCALIE: 1/4"= 1'-0" T Ezc ow i ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTEDJID UNDER FEDERAL COPYRIGHT LAW. �� 25 ��= SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT FE S\ P 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•K ASSOCIATES, LLc 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 DETAILS RIM 0 D -Ao K ASSOCIATES LLC residential & commercial design•engineering•consulting 506 Main Street phone: X631 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: A lv These drawings and specifications including the JI 11 1 ILI JL 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 LU prepared without written consent. Ln TW3056 UTW3O561 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I CXW13L E CXW13L CXW13R ECXW13R r-100 0 E — — 0 11 I 0 11 u - ---—— —— — — - W2446 TW2446 U TW2846 WORK NOTES: FRONT ELEVATION_ SCALE: 1/4"= T-0" PROJECT: BEST A 1v RESIDENCE I— t 0 a ® ❑ ❑ ® ❑ 265 Jasmine Lane Ll LA 1v ❑ T 6 1a ❑ E3T 6 10 ❑ Southold, New York, 11971 DRAWING TITLE: Ln TW2646 I r"i00 ELEVATIONS - AS NOTED SET: ISSUED FOR: DATE: ❑ ® ❑ ❑ ❑ ® ❑ ❑ TW26210 ❑ T 6 10 ❑ ❑ C33510 ❑ W284 SEAL: DATE: JULY 6, 2011 PROJECT NO: OF NEW 1041-2011 \�� �15 DEER y0,p DRAWN BY: CMA © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. \�� � CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTEDw JJD UNDER FEDERAL COPYRIGHT LAW. z SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. Rp�072 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A201 REAR ELEVATION D,A.K. ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE SCALE: 1/4" = V-0" 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, LLC 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 DETAILS D -A o K ASSOCIATES LLc residential & commercial design•engineering•consulting 506 Main Street phone: (631)767-6071 Westhampton Beach,New York 11978 fax: (631 466-3354 LLIE-Mail: CArm8888Qaol.com Deerkoski,Arm&Kehl Associates,LLC o 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. I F-1 011 0 A 1v A lv A 1v AW 51v AW 51v FFA lv � A 1v ❑ ❑ ❑ ❑ ❑ T 6 10 WORK NOTES: FWG 068 J LEFT ELEVATION_ SCALE: 1/4"= 1'-0" PROJECT: I LJ— BEST RESIDENCE 11 11 11 11 11 11 11 11414,Ail, I 1 11 11 1 1 11 265 Jasmine Lane Southold, New or 11971 DRAWING TITLE: TW2842-2 OE l] 1LL.UJ-LL..J ELEVATIONS - AS NOTED SET: ISSUED FOR: DATE: W 2 8 4 W 2 8 4 EAL: DATE: JULY 6, 2011 pF NEWPROJECT NO: DEMINYQ 1041—201 1 � �S ERGO Q* DRAWN BY: CMA © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. , w CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 2� �? JJ D UNDER FEDERAL COPYRIGHT LAW. Fa 072 = SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT A WRITTEN AUTHORIZATION. ROFES k) ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A201 D.A.K. ASSOCIATES, LLC. RIGHT ELEVATION THE RIGHT BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: OF SCALE: 1/4"= 1'-0" 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, LLC 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 DETAILS 0 D o A-K ASSOCIATES LLC residential & commercial design•engineering o consulting 506 Main Street phone: (631)767-6071 Westhampton Beach,New York 11978 fax: (631)466-3354 E-Mail: CArm8888@aol.com m&Kehl Associates,LLC o formerly East End Design Associates,LLC 2x12 Ridge 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. 30 Year Architectural Roof Shingles Ice and Water Sheild " CDX Sheathing 2x10 Roof Rafters = -_ = 2x8 - 16"oc. - 2" Closed Cell Sprayfoam Insulation -_ - R-30 Insulation R-30 Insulation--/ -- L L R-30 Insulation = T_ o _ - (2)226 Top Plate TT 2 8 4 2—2 R-19 Insulation -- 2x6 Studs -16"oc - _ EX. CL. WORK NOTES: R-30 Insulation EXISTING ADAM'S BEDROOM 5" Seamless Gutters 1"x 8" Azek Fascia 26 Subfoscia R-19 Insulation Azek Soffit 1" x 6" Azek Freeze z 4" Azek SubFreeze Packing J (2)2x6 Top Plate R-30 Insulation R-30 Insulation " Sheetrock R-19 Fiberglass Insulation I I I I 11 Hardie-Plank Siding 6} Exp, EXISTIN EXISTING 30�Felt I III 2 CDX Sheathing 2x6 i t STEPHEN'IS I I DEN -16" oc wall studs IW2841-1IIIIII R00 M 26 Doug Fir Shoe I I PROJECT: 2 x 6 pressure treated ACO sill plates(joist bearing plates) BESTTermite shield on fiberglass sill sealer - typical R-19 Insulation R-19 Insulation R-19 Insulation RESIDENCE Grade 265 Jasmine Lane 8" Poured Concrete Foundation Wall EXISTING EXISTING Southold, New York, 11971 NEW BASEMENT BASEMENT DRAWING TITLE: CROSS SECTION BILCO DOOR SET: ISSUED FOR: DATE: 16" x 8" Concrete footing SEAL: JULY 6, 2011 PROJECT NO: 1041-2011 PA OF NEW 1041-2011 DRAWN BY: S CROSS SECTIO A SFS � R`rp 'f CMA © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED w JJD Scale: ll 1.011 UNDER FEDERAL COPYRIGHT LAW. y z SHEET NUMBER: 2 — 30 PLANS MAY NOT BE REPRODUCED WITHOUT �Fa do WRITTEN AUTHORIZATION. A A301 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF R�FESSION 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 0 D•A•K ASSOCIATES, LLc 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 DETAILS DOA-K ASSOCIATES, LLC residential & commercial design *engineering e consulting 506 Main Street phone: (631)767-6071 Westhampton Beach,New York 1]978 fox: (631)466-3354 E-Mail: CArm8888@aol,com 2x12 Ridge Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC 2" Closed Cell Sproyfoam Insulation 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 30 Year Architectural Roof Shingles prepared without written consent. Ice and Water Sheild CDX Sheathing 2x10 Roof Rafters R-19 Insulation R-19 Insulation W/Fire-Rotel w/Fire-Rated (2)2x6 Top Plate -- - ---- Face Face 2x6 Studs -16"oc 00,00 2x8 - 16"oc. 2x8 - 16*oc. 5" Seamless Gutters R-30 Insulation R-30 Insulation--/ — R-30 Insulation--/ 1"x 8" Azek Fascia 2x6 Subfascia Azek Soffit R-30 Insulation 1" x 6' Azek Freeze x 4" Azek SubFreeze Packing Sheetrock EXISTING Hardie-Plank Siding 6r Exp. EXISTING ADAM'S BEDROOM Min. (2)2x8 Hdr 30#Felt CDX Sheathing BATH Provide New CX135 Andersen Window WORK NOTES: C-11 2x6-16" oc Wall Studs ROOM R-19 Fiberglass Insulation 2x6 Doug Fir Shoe I I W 2x8 Box Beam (2)2x6 Top Plate R-30 Insulation R-30 Insulation Sheetrock R-19 Fiberglass Insulation Hardie-Plank Siding Sr Exp. EXISTING LINEN HALL EXISTING 30#Felt r CDX Sheathing 2x6-16' oc Wall Studs BATHROOM DEN PROJECT: 2x6 Doug Fir Shoe 2 x 6 pressure treated ACQ sill plates (joist bearing plates) Termite shield on fiberglass BEST sill sealer - typical R-19 Insulation— R ESIDENCE R-19 Insulation R-19 R-19 Insulation Grade 265 Jasmine Lane EXISTING EXISTING Southold, New York, 11971 BASEMENT BASEMENT DRAWING TITLE: CROSS SECTION SET: ISSUED FOR: DATE: SEAL: DATE: JULY 6, 2011 PROJECT NO: 1041-2011 OF NEWDRAWN BY: DEER 10 CID0 CMA COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. CHECKED BY: CROSS SECTIO ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED CY, W JJD UNDER FEDERAL COPYRIGHT LAW. SHEET NUMBER: ill=1 1. 011 Lu Scale:2 PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION. 0. 07 302 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF Seo A302 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 D-A-K ASSOCIATES, uc 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 DETAILS 0 DoAaK ASSOCIATES LLC residential & commercial design •engineering•consulting 506 Main Street phone: (631 767-6071 Westhampton Beach,New York 11978 fax: X631 466-3354 E-Mail CArm8888@aol.com 2x10 Ridge Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC 2" Closed Cell Sprayfoom Insulation 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 30 Year Architectural Roof Shingles ---- - __ --_-- - prepared without written consent. Ice and Water Sheild --- - � COX Sheathing -'_ 2x10 Roof Rafters __ ______=- _ --_- R-19 Insulation '-- R-19 Insulation --__ --- --_-- w/Fire-Rated ----- _____= w/Fire-Rated -_ Face=_ __=== (2)2x6 Top Plate Face____ -'_ -- 2x6 Studs -16"oc 2" Closed Cell Sproyfoam Insulation --_ --- --_-- 2x8 - 16"oc. 2x8 - 16"oc. -_ 5" Seamless Gutters -- R-30 Insulation R-30 Insulation -_ 1"x 8" Azek Fascia 2x6 Subfascia - Azek Soffit = _ 1" x 6" Azek Freeze x 4" Azek SubFreeze Packing " Sheetrock R-30 Insulation 2" Closed Cell Sprayfoam Insulation EXISTING BEDROOM EXISTING BEDROOM Hardie-Plank Siding 6�° Exp. � CONVERTED TO Min. (2)2x8 Hdr WORK NOTES: 30#Felt CONVERTED TO Packing J' COX Sheathing Provide New CX135 Andersen Window 2x6-16" oc Wall Studs LAUNDRY ROOM MASTER SITTING ROOM 2x6 Rafter Nailer 30 Year Architectural Roof Shingles Ice and Water Sheild � COX Sheathing �1 2x6 Roof Rafters R-15 Fiberglass Insulation 2x6 Doug Fir Shoe 2x6 Top Plate (3)2x8 Girder — 2x6 Packing 2x8 Box Beam 2x4 Outriggers 2x6 Ceiling Joists - 16'oc, R-30 Insulation R-30 Insulation (2)2x6 Top Plate 5" Seamless Gutters ,--'- 1'x 8" Azek Fascia 2x6 Subfascia Packing Azek Soffit ' Sheetrock I 1' x Azek Freeze J" x 4" Azek SubFreeze Packing R-19 Fiberglass Insulation REAR I Tyd Anchored System or 4x4 ACQAnchors Post Anchored Hardie-Plank Siding 6r Exp. EXISTING EXISTING NEW Anchored using Simpson Anchors and Wrapped with Azek to Ceate a Square Column. 30#Felt 10' HB&G Square Column optional rCOX Sheathing 2x6-1-16" oc Wall Studs DINING ROOM I I LIVING ROOM FRONT 2 PORCH 2x6 Doug Fir Shoe PROJECT: 2 x 6 pressure treated ACQ sill plates (joist bearing plates) Termite shield on fiberglassBEST sill sealer- typical 6' Trex Decking or Equal R-19 Insulation R-19 Insulation R-19 Insulation--/ 2x6 ACQ Floor Joists - 12"oc. RESIDENCE X10°� 114"_� ICU (3)2x8 ACQ Girder Grade Grade 265 Jasmine Lane 44 ACQ Post Southold, New York, 11971 EXISTING EXISTING 4x4 Post Anchor BASEMENT �"x 12"Anchor Bolt BASEMENT DRAWING TITLE: 12" Sona Tube Conc. Filled Min. 3'-0" Below Final Grade CROSS SECTION 12" Sona Tube Conc. Filled Min. 3'-0' Below Final Grade SET: ISSUED FOR: DATE: SEAL: DATE: JULY 6, 2011 PROJECT NO: 1041-2011 pF NEw DRAWN BY: 0 CMA CROSS SECTIO @ COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. � �s DEfR * CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED JJD UNDER FEDERAL COPYRIGHT LAW. w SHEET NUMBER: Scale:!"=11.011 PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AUTHORIZATION.303 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OFORoFESS\ON A303 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•K ASSOCIATES, LLc 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 DETAILS 2x10 Ridge 00 2" Closed Cell Sprayfoam Insulation D o A-K ASSOCIATES LLc residential & commercial design•engineering•consulting 506 Main Street phone: (631 767-6071 30 Year Architectural Roof Shingles = - - = Westhampton Beach,New York 11978 fax: (6311466-3354 Ice and Water Sheild _ E-Mail: CArm8888@aol.com � COX Sheathing _ - - = Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC 2x8 Roof Rafters NEW = _ OWNERSHIP & USE OF DOCUMENTS: -_ These drawings and specifications including the ATTIC R-19 Insulation - _ _-- ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, w/Fire-Rated _ LLC. No part thereof shall be copied, disclosed Face -- to others or used in connection with any work or project other than for which they have been _-- prepared without written consent. _ - DUCT = - R-19 Insulation - w/Fire-Rated Face 5" Seamless Gutters = 6666 6 6_6 6 1, 6 8 6 b 2x8 - 16"oc. 2x8 - 16"oc. 1"x 8" Azek Fascia R-30 Insulation _ 2x6 Subfascia = Azek Soffit 1" x 6' Azek Freeze - x 4" Azek SubFreeze Packing = _ (2)2x6 Top Plate = 2x6 Studs -16"oc = _ }" Sheetrock _ NEW = EXISTING R-15 Fiberglass Insulation - Hardie-Plank Siding 6r Exp. - MASTER B = SITTING 30#Felt = WORK NOTES: r COX Sheathing = 24_16" oc Wall Studs _ = ROOM Match Existing Underlayment or Install Wood Flooring R-15 Fiberglass Insulation = COX Subfloor 2x6 Doug Fir Shoe = 2" Closed Cell foam Insulation 11t Perimeter Beam W140 x11, Floor Joists- 16"oc.Q ) � Q Q, Q � � Q Q 2x4 Plate R-30 Insulation R-30 Insulation COX Filler 1rx 11t LVL Ledger Beam Lag Bolted to House Box (2)2x4 Top Plate Beam. Type "X" r Fire—rated Gypsum Type"X" Sheetrock— on Walls and Ceiling as Per NYS. Code. R-19 Fiberglass Insulation Hardie—Plank Siding 6r Exp. 1 y,_Q 1. EXISTING 30#Felt 2 r COX Sheathing LIVING ROOM EXISTING 2x6-16" oc Wall Studs 2x2 Furring R-19 Fiberglass Insulation 13 RA GAG E PROJECT: 2x6 Doug Fir Shoe 2 x 6 pressure treated ACQ sill plates (joist bearing plates) Termite shield on fiberglass BEST sill sealer- typical 8" P.C. Foundation RESIDENCE 4" P.C. Slab w/6x6 10/10 WN. - - - - - - - - - - - - - — 265 Jasmine Lane Southold, New York, 11971 i6"x8" Conc. Footing (Min. 3'-0" Below Final Grade) DRAWING TITLE: CROSS SECTION SET: ISSUED FOR: DATE: SEAL: DATE: JULY 6, 2011 PROJECT NO: 1041-2011 OF NFt, DRAWN BY: �. DEF y0 CMA CROSS SECTION © COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ,���� R'�o�� CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED 'k JJD UNDER FEDERAL COPYRIGHT LAW. m ?' w SHEET NUMBER: Scale:?a=1 -O r� PLANS MAY NOT BE REPRODUCED WITHOUT T �- F=% z WRITTEN AUTHORIZATION. 030 Q72 ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 10 ROF 072 P�� A304 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•K ASSOCIATES, Lac 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 DETAILS - _ Mimi- 2x10 Ridge 0 2" Closed Cell Sprayfoam Insulation 12 D -A O K ASSOCIATES LLC - - - 8 residential & commercial design•engineering•consulting 30 Year Architectural Roof Shingles __ Ice and Water Shetld _- -- r Cox Sheathing _- _ _ __ 506 Main Street phone; (631)767-6071 2x8 Roof Rafters -- Westhampton Beach,New York 11978 fax: 1631 466-3354 E-Mail: CArm8888@aol.com Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates LLC (2)2x6 Top Plate - - R-19 Insulation R-19 Insulation 2x6 Studs -16"oc --- _ -- w/Fire-Rated w/fire-Rated OWNERSHIP & USE OF DOCUMENTS: Face aNI1,Q Face = These drawings and specifications including the co - ideas, design and arrangements represented _ therein, are the property of D.A.K. ASSOCIATES, P P y --_ LLC. No part thereof shall be copied, disclosed 5" Seamless Gutters (2)2x6 Doug Fir Top Plate to others or used in connection with any work 1"x 8" Azek fascia NEW __ or project other than for which they have been R-19 Insulation Furnace - prepared without written consent. _ 2x6 Subfascia w/Fire-Rate Face = __ Azek Soffit ATTIC _ 1" x 6" Azek Freeze 2x6 Doug Fir Shoe - r x 4" Azek SubFreeze Packing 2x8 - 16"oc. 2x8 - 16"oc. _ (2)2x6 Doug Fir Top Plate Hardie-Plank Siding 6r Exp. R-30 Insulation R-30 Insulation 30#Felt = r CDX Sheathing 2x6-16" oc Wall Studs " Sheetrock _ EXISTING Hardie-Plank Siding 6� Exp. 30#Felt LAUNDRY 2" CDX Sheathing = NEW loo 2x6-16" oc Wall Studs - i� R-15 Fiberglass Insulation _ ROOM MASTERBATH WORK NOTES: 2x6 Doug Fir Shoe 1rx 91" LVI. Perimeter Beam WI40 x 9r Floor Joists - 16"oc. R-30 Insulation R-30 Insulation (2)2x6 Top Plate rill M I ° Type Sheetrock R-15 Fiberglass Insulation Hardie-Plank Siding 6j" Exp. NEW -100 NEW EXISTING 30#Felt1 2" CDX Sheathing BATH MUDROOM DINING ROOM 2x6-16" oc Wall Studs 2x6 Doug Fir - Shoe PROJECT: 2x6 Doug Fir Shoe Match Existing Underlayment or Install Wood Flooring 2 x 6 pressure treated r CDX Subfloor ACO sill plates (joist bearing plates) r CDX Filler 2" Closed Cell foam Insulation ------------------ 1rx 9=LVL Perimeter Beam BEST Termite shield on fiberglass 11 sill sealer - typical __________________________-------------_______________------------- -- ______________________________________ ir x 9r Floor Joists - 16"oc. R-30 Insulation RESIDENCE NEWCRAWL SPACE 4" P.G. slab with 6x61°/1° WWM 265 Jasmine Lane 8" P.C. Foundation Southold, New York, 11971 16"x8" Conc. Footing (Min. S-0" Below Final Grade) DRAWING TITLE: CROSS SECTION SET: ISSUED FOR: DATE: SEAL: DATE: JULY 6, 2011 PROJECT NO: OF NEIN y 1041—201 1 DEERfr0 DRAWN BY: � © CMA COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. r w CHECKED BY: CROSS SECTION ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED _ z JJD UNDER FEDERAL COPYRIGHT LAW. SHEET NUMBER: Scale: ill= PLANS MAY NOT BE REPRODUCED WITHOUT '10 2305 WRITTEN AUTHORIZATION, EONP� A305 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 © D•A•K ASSOCIATES, uc 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 DETAILS D -A-K ASSOCIATES, LLC residential & commercial design *engineering e consulting 506 Main Street phone: (631)767-6071 Westhampton Beach,New York 1]978 fox: J631�466-3354 E-Mail: CArm8888@aol.com Deerkoski,Arm&Kehl Associates,LLC o 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, F Furnace 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. 103 EXISTING NEW LAUNDRY MASTERBATH WORK NOTES: RO L EXISTING KITCHEN NEW NEW MUDROOM BATH PROJECT: 6F BEST n1 I RESIDENCE 265 Jasmine Lane Southold, New York, 11971 DRAWING TITLE: CROSS SECTION SET: ISSUED FOR: DATE: SEAL: DATE: JULY 6, 2011 PROJECT NO: 1041—201 1 OF NEW DRAWN BY: DE0 -1 1 CROSS SECTION C-D 4 -r CMA (K) COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. T CHECKED BY: 111=1 1.011 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED JJD Scale: 2 UNDER FEDERAL COPYRIGHT LAW. SHEET NUMBER: 306 PLANS MAY NOT BE REPRODUCED WITHOUT 7 WRITTEN AUTHORIZATION. ss� ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF A306 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 0 D-A-K ASSOCIATES, LLc Departments, DEC, FEMA, etc. Verify oil conditions, codes, and requirements with such agencies prior to construction.