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HomeMy WebLinkAbout36799-Z �pp�S11FFOl,fcOG� Town of Southold Annex 5/10/2012 P.O.Box 1179 y 54375 Main Road o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35590 Date: 5/10/2012 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3300 North Sea Drive, Orient, SCTM#: 473889 Sec/Block/Lot: 15,14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 9/2/2011 pursuant to which Building Permit No. 36799 dated 11/3/2011 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions &Alterations to an Existing Single Family Dwelling(Kitchen, Dining_Room, Covered Porch and Basement) Kitchen, Dining Room, Covered Porch, Basement, as applied for. The certificate is issued to Antoniadis,Dimitrios&Irene (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36799 5/7/12 PLUMBERS CERTIFICATION DATED 5/3/12 Dimitrios Antoniadis Aut ed gnatu e �sUFFot�.�, TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) . . Permit#: 36799 Date: 11/3/2011 Permission is hereby granted to: Antoniadis, Dimitrios & Irene 3300 N Sea Dr Orient, NY 11957 To: Additions &Alterations to a Single Family Dwelling; Kitchen, Dining Room, Covered Porch, Basement, as applied for. At premises located at: 3300 North Sea Drive, Orient SCTM # 473889 Sec/Block/Lot# 15.-1-4 Pursuant to application dated 9/2/2011 and approved by the Building Inspector. To expire on 5/4/2013. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $780.40 Total: $830.40 Building Inspector Form No.6 L V TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL �p� 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: & 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 Compliance'from architect or engineer responsible for the building. .6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) rion-conforming uses,or buildings and"pre-existing"land uses: I. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed-by the applicant. If a Certificate of Occupancy is denied, the Building.Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling S50.00, Swimming pool 150.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.001 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of.Occupancy-$:25 4. Updated Certificate of Occupancy $50.00 5. Temporary Certificate of Occupancy -Residential $15.00,Commercial $15.00 Date. New Construction: 7 Old or Pre-existing B ilding: (check one) 1 Location of Property: 3j c3 0 cr S''l On(A Or, fw, House No. Street Hamlet Owner or Owners of Property: �t,rrt 1J ra�1 } �rj{ p� J,t�cc de f Suffolk County Tax Map No 1000, Section 1� Block Lot Subdivision 7 Filed Map. Lot: Permit No. - C� Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �_j U ' Applicant Signature ho��pF SO(/r�,olo Town Hall Annex Telephone(631)765 1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G roger.richert(CD-town.Southold.ny.us Southold,NY 11971-0959 com 1. BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Dimitrios Antonadis Address: 3300 North Sea Drive City: Orient St: NY Zip: 11957 Building Permit#: 36799 Section: 15 Block: 1 Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: home owner DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 15 Ceiling Fixtures. HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 24 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 20 Twist Lock Exit Fixtures TVSS Other Equipment: 1 paddle fan, 3 combination smoke/co detectors Notes: Inspector Signature: 7Date: May 7 2012 81-Cert Electrical Compliance Form.xls Town Hall Annex �O 01 0 Telephone(63.1).76571802 54375 Main Road Fax(651)765-9502 P.O.Box 1179 Southold,New York 11971-0959 BUILDING DEPARTMENT - TOWN OF SOUTHOLD - .CERTIFICATION Date: Building Permit No. Owner: CA I .( dJ all e. f 1J (Please print) Plumber: C-) 1j"I k r (Please.print) I certify that the solder used in the water supply system contains less.than 2/10 of 1%. lead. (Plumbers Signature) Sworn to before me t � . . day of 20 CONNIE D. BUNCH �. Notary Public,State of New Yank -Q _ O No.01131.16185050 J y��U✓� Qualified in Suffolk�.�+:,oaR'; Commission Expires Apt l 14,-�lo Notary Public, S(- County ��!/ hO��Of SOpr�olo cOUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 .INSPECTION [ FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE -INSPECTOR �Of SO(/r - - -- - — cOUNi'l,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 SPECTION [ ] FO DATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:- DATE INSPECTOR 2 ) pF SOpl�,o - ---- J TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. (� [ ] F NDATION 2ND [ ] INSULATION J( [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: S, DATE I Y INSPECTOR --� OF SOcou pr�olo � � �� / moo • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION KFRAMING STRAPPIN [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: i v V \ DATE `� ^' `2 INSPECTOR ' SOUTy��o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 'Vo DATE 3 _ �� °� INSPECTOR OF SO(/j�olo ��'YOOUNI`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - I FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND KINSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION KFIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE `� -0 INSPECTOR OF SOpj�olo 367��Y___ cou TOWN OF SOUTHOLD BUILDING DEPT. 7f 5-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING/STRAPPING [ ' FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 3 INSPECTOR ,//L OF SOUly�lo D� �o • �o Tyco TOWN OF SOUTHOLD BUILDING DEPT. . 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [/ ELECTRICAL (FINAL) REMARKS: �P titer r DATE �2' INSPECTOR=� / . / n • . � � iw'���N� i a EWA .r, r i -- s 1 ^ t e 0 � O �• � -� ern � v TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: 631 765-9502 q Surve SoutholdTown.NorthFork.net PERMIT NO. / ? I Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined I ` ,20 I Storm-Water Assessment Form Contact: ' Approved r ,20 ( Mail to: 3SOP Noglki SEA 6P 6 > c Oki IF..rr NY. (I qS7 Phone: ('31 - 3Z 3- BO yY Expiration �'~ 20 1,3- D E C E V Building Inspector S E P - 2 2011 2 ICATION FOR BUILDING PERMIT Date pQ)— (� 920 TOWN OF SOUTHOLD BLDG. INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. i (Signature of applicant or name,if a corporation) 3300 NotL-t4 SEA ISLtUE . o2 ea-i MY (Mailing address of applicant) l (9 5-7 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises i m,Ty o Ahi i oM ws i5 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer NA (Name and title of corporate officer) Builders License No. NA Al, TW is T I mE , WILL Mo i il=Y Plumbers License No. Electricians License No. ­�J ILp 19 DF P 1 0r4CF blE Egl%gItic�7 b" Other Trade's License No. 1. Location of land on which proposed work will be done: 33oo Nooi4 SPA DAI VE House Number Street Hamlet County Tax Map No. 1000 Section /5' Block 01 Lot °04 Subdivision Filed Map No. Lot •P 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy PZSIis PrL b. Intended use and occupancy '?,as i 4SAJIFl i�-�-- 3. Nature of work(check which applicable):New Building Addition X Alteration )C Repair Removal Demolition Other Work (Description) 4. Estimated Cost (o$ coo Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units f Number of dwelling units on each floor /JA If garage, number of cars MA- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existingg sAuctures, if any: Front (v S' Rear 6481 Dep th 65 Height 2`7� (o %8' Number of Stories Z Dimensions of same structure with alterations)or additions: Front 09 t Rear 681 Depth GSA Height 27 'G 1 1. Number of Stories 2 8. Dimensions of entire new construction: Front 36 Rear Depth 13� Height 12 ZZID" Number of Stories 1 9. Size of lot: Front 80,C) t Rear //©,`7 Depth 10. Date of Purchase 0 R 2' Name of Former Owner 11. Zone or use district in which premises are situated 4D 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO )( Will excess fill be removed from premises?YES NO X NiMI t alos 330o Ko&Tu SEA _KW 14.Names of Owner of premises ft sl Totj i Ab is Address o2 t5A T,NY , I I q 5'7 Phone No. 7-3 80 y Name of Architect A,A,1e,Assoc �%g% ik_ Address Po,��x te'7s so�tnLnPhone No 165- 1862 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES x 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 X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at an point on roe is at 10 feet or below,must provide topographical data on surve any property � PY• 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES,PROVIDE A COPY. CONNIE D. BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU0185050 COUNTY O Qualified in Suffolk County Commission Expires April 14,2-(9 4l ht M mklo S ANTOti 1ptN i S being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the OW NF'(L (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 5-ryA day of �LLA-20_LL N>N `- � &00,ham Notary Public Sig re of Applicant Jill M.Doherty,President rV S0(/TjyO Town Hall Annex Bob Ghosio,Jr.,Vice-President ,`O ld 54375 Main Road P.O.Box 1179 James F.King 41 Southold,New York 11971-0959 Dave Bergen G Q Telephone(631)765-1892 John Bredemeyer �OCOU Fax(631) 765-6641 BOARD OF TOMW TRUSTL;u6 TOWN OF SOUTHOLD Permit No.: 7656A Date of Receipt of Application: October 3, 2011 Applicant: Dimitrios Antoniadis SCTM#: 15-1-4 Project Location: 3300 North Sea Drive, Orient Date of Resolution/Issuance: October 19, 2011 Date of Expiration: October 19, 2013 Reviewed by: Board of Trustees. Project Description: To construct a 30'x13' addition to the south side of the dwelling and redesign existing roof system. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows,for the operations as indicated on'the survey prepared by Nathan Taft Corwin III received on October 3, 2011 and stamped approved on October 19, 2011. Special Conditions: None. Inspections: Final inspection. If the proposed activities do not meet the requirements for issuance of an. Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Al M. Doherty; Pre dent Board of Trustees JMD:eac James F.King,President ��0f SDUr�o Town Hall Annex Bob Ghosio,Jr.,Vice-President ,`O l0 54375 Main Road P.O.Box 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer G Q Michael.J.Domino �O �� Telephone(631) 765-1892 ly`,oU '� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 0748C Date May 7, 2012 THIS CERTIFIES that the 30'X 13' addition to the south side of the dwelling and redesi nm oof the existingroof oof s stem At 3300 North Sea Dr., Orient Suffolk County Tax Map#1.5-1-4 Conforms to the application for Trustees Permit heretofore filed in this office Dated 10/3/11 pursuant to which Trustees Wetland Permit#7656A.was issued on 10/19/11 and conforms to all of the requirements and Conditions of the applicable provisions of law. The project for which this certificate is being issued is for The 30'X 13' addition to the south side of the dwelling and redesign of the existing roof system. The certificate is issued to DIMITRIOUS ANTONIADIS owner of the Aforesaid property. Authorized Signature Town of Southold Erosion, Sedimentation t&. Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.TAL* THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 0[to, 15 01 ®y STORM WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN 3e�on .ot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK SCOPE OF WORK - PROPOSED CONSTRUCTION 11MM# / WORK ASSESSMENT Yes No a. What is the Total Area of the Project Parcels? 1 Will this Project Retain Ail Stone-Water Run-Off (include Total Area of all Parcels located within Generated by a Two(2")Inch Rainfall on Site? the Scope of Work for Proposed Construction) (S-17.lAC-) (This item will include all tun-off created by site b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all F-1 and/or Ground Disturbance for the proposed Site Improvements and the permanent Creation of construction activity! (S.F.lAores) impervious surfaces.) 2 Does the Site Plan and/or Survey Show All Proposed PROVIDE BRIEF PROJECT DESCRIPTION (l mMe AWflar al Pages ss modee) Drainage Structures indicating Size&Location?This ❑ 5 �A! Item shall include all Proposed Grade Changes and NO�TS 1 1-cc�r� WPis Noy 2,iSrr>4.4 Slopes Controlling Surface Water Flow. 3 Does the Sile Plan and/or Survey describe the erosion ^ Svzm oy= C-A—,LR 7SAs i NS AAe- and sediment control practices that will be used to control site erosion and storm water discharges. This ?It S a A to 2 item must be maintained throughoutthe Entire Construction Period. 4 Will this Project Require any Land Filling,Grading or e` Excavation where there Is a change to the Natural !t L1Q 11 l0►�1 ON. FKA�,� t1 F i=X(SPIN 4 Existing Grade Involving more than 200 Cubic Yards ofMaterial within any Parcel? 5 Will this Application Require Land Disturbing Activities CTtTPJ�t�Lr F Encompassing an Area In Excess of.Five Thousand (5.000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the a Site? Is this Project within the Trustees jurisdiction A General DEC SWPPP Requirements: orwithin One Hundred(1W)feet of a Wetland or Submission of a SWPPP Is required for all Construction activities involving sail Beach? disturbances of one(1)or more acres; Including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of o larger common plan that will ultimately disturbances disturb one s than acres of land; which Exceed Fifteen(15)feet of Vertical Rise to Including Construction activities Involving sail disturbances of less than ache(1)acre where One Hundred(10t}')of Horizontal Distance? the DEC has determined that a SPDES permit Is required fbr storm water discharges. (SWPPP$Shall meet the rdinimum Requirements of the SPDESGeneral Permit 8 Will Driveways,Parldng Areas or other Impervious a for Storm water Discharges from Construction acts ft-Permit No.GP-040-M.) Surfaces be Sloped to Direct Storm Water Run-Off �( 1.The SWPPP shall be prepared prior to the submittal of the NOL The NOI shalt be into and/or in the direction of a Town right-of-way? —T submitted to the Department pdor to the commencement of construction acu tty. 2 The SWPPP shall describe the erosion and sediment control practices and where Q Will this Project Require the Placement of Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure item Within the Town Right-of-Way or Road Shoulder L� compliance with the terms and conditions of this permit In addition,the SWPPP shall 9 Area?(mrc,taro wai NOT undue.the trmuumorb of Ddvewap AprOtro) identify potential sources of pollution which may reasonably be expected to aged the quality of storm water discharges. NOTE: If Any Answer to Quesdom One through Nine to Answered with a Check Mark 3.All SWPPPs that require the postcomtnxdion storm water management practice in a Box and the construction eNe dishabance Is!between%000 S.F.&1 flare in area, component shall be prepared by a qualified Design Professional Licensed In New York a Storm-Water,Grading,Dra"s&Erosion ConW Plan is Required bydw Town of that Is knowledgeable In the principles and practices of Storm Water Managemem. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. (NOTE: ACheekMark(.n wwq rArmwerfcr t9ReWIrWferaCompIdeApplleadon) S1A-17E OF NEW YO Notary Pub too New COUNTY OF.� :.:f�.........SS No.0i Suffolk Co qualified in Suffolk County , Commission Expires April 14,0,j'r?I�� /fiat 1,.»......».»...............»..................................».............being duty sworn,deposes and says that he/she is the applicant for Permit, (Name of(ndivtdual skirring Doarmerd) Andthat he/she is the ......................................... .........................................,........ »(ownei.Conuacxu:. .Coipoia�e o Oei��c'j" .••».••.. Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. - Sworn to before``dne this; '^ `r `-�1 ........... ................................day of. .. .......... ..........�,.....,2011 No Public: ........tary �:,'.�.'..:�'......... .... 1.. I,. ........... ........................ . ...... if Applicant) FORM - 06110 01(_J(_ 2 ���� 4f �C Scti�J�l� I�l����� P o�so�j you �9� Town Hall Annex O Telephone(63I)765-1802 54375 Main Road Q ax(631)76195 . P.O.Box 1179 G roger.richert .town.sou 6❑Q n u& Southold,NY 11971-0959 CQUNl`1;� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: .L 0(a( l 1 Date: Company Name: d -f 0 L"i Name: �"VI ,(� c►f d Ala �� 1 License No.: Address- Phone No.: �d� a T- , JOBSITE INFORMATION: f(*Indicates required information) *Name: 1�+ � 0 0-f *Address: a v V U f -t h *Cross Street: CuLl *Phone No_: j6 g t qd 7 d J-d Permit No.: -7 qr Tax-Map District: 1000 Secfion: _ Block: I Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly)/, (Please Circle All That Apply) *Is job ready for inspection: YE / NO Rough In Final *Do-you need a Temp Certificate: S/ NO Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect' Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION tq0. — �c, .82=Request for Inspection Forrn so�ryo Town Hall Annex l0 Telephone(631)765-1802 54375 Main Road 41 Fax(631)765-9502 P.O.Box 1179 nsc Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD May 4, 2012 Dimitrios Antoniadis 3300 N. Sea Dr Orient, NY 11957 TO WHOM IT MAY CONCERN: The Following Items Are,Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters.Certificate. (contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 36799 —Addtion/Alterations 8. P. # 3677 BUILDING PERMIT EXAMINER CHECKLIST `Date SubnWtedj-�-'1 ( Date Reviewed. 10-9-7` Applicant: Y.wn-v 1_�P��A+Va� L�a Owner: AeetlEngiueer: Estimated Cost: "-h � SCTM# 1000 — �-1 —�1 _Subdivision 3 _ /j - Zone: �O Conforming? Property Address: 3 30 ® Al& 1 City: d-JIA�.,� Pre COs? Building Permits (Open/Expired): BP -Z/Go Z- ,Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info: Single& Separate Search Required? Y o0N Determination: REQ. Lot Size: ACT. Lot Size: 0 I gj REQ. Lot Cov. ao�o ACT: Lot:Cov: REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear ' PROP. Rear REQ. Height. 3,S ACT. Height !Z E ct, BOTH 51 DES A C T Pr -ect Description: C�.�d- Waterfront. r N? If yes, water body: "anel# Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED ?LAN S(Lf) SIGNED, SEALED SuPVtY oR SITE pl-AN Suffolk County Health: Y oUNN 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 911/75 Y ol ONDate: / /_ Permit#: or NJ Letter—Notes: Southold Trustees r N- Date: Permit#: -51o/Q eft��—Notes: Southold ZBA: Y/00 Date: _/ / Permit#: —Notes: Southold Planning: Y oo Date: '/ /_ Permit#: — Notes: Town Landmark C of A: Y Z�TE: / /. *NYS CODE-Compliance (page 2): Y or N ` C0NTR1ECT�R 04CEN5E DtISd b C/ CoMPE 1J�SA-r D,v : D Notes A0 , S Fee Structure: Calculation: Foundation: 391 SF + X $ _I -o =$ 59 First Floor: 0 70 SF + Initial Fee: $ 2-O O, ad Second Floor: SF +Additional Fee ( : $ Other: SF SF X$ , _$ Total: 5 SF +Initial Fee: $ + Additional Fee �_): $ C o1= o FEE) 4 90q 00 As BUILT FEE -�- TOTAL: $ 7 8 0 ► �� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:20 Wind Speed: 120MPH 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: YIN HEADERS: YIN WALL STUDS: YIN GMDERS:'VN CEILING JOISTS: YIN FLOOR JOISTS:Y/N ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: - MISSLE TEST REQUIREMENTS: Y/N 10 EGRESS 5.7 S.F.: Y/N 4 ' LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: YIN -- PL-UMBING.RISER DIAGRAM LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN. Y/N CERTIFICATION:.Y/N ..ENERGY CALLS: Y/N (RESCWECK) TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) " i X�_Spa Mg\ '-_• ,w.. o' - -o U 1 v L'L ll• ,j-��1 n N /. 0U \ m .ov. o n �Ll (A 27 X6'Ll f6Ll Xv.w v a 3• 9'6l • 0'ti Sy w ON 6lt 3 3j 113M Nll NNVAO •.� v w ro N � B'Ll X \ n 1�vas _ 30A C6-3 30 .• � 4'Bl .�' ZZ '36•£ o .v W �- � .• v £BBl 01 � — � ,CZZ — -- -- O,-. - - \ as p N \ a S 8ll X N l�•�t---� o�,u 4qd . L'6l Sd315 6'C l 1 I 3N01 1 'LOO Z l .L 41d d (•gl FT X\ 1'110000 Tlld .r aO151PuZ o °J 35n°H 3Wdaj �a01S Z L6l ._sTi 1 1 �o. £6, 1 W �X Z d31S W o L 000M Y K030 DOOM y 1 ° 000M 9'L1 )4x80js PUZ L61 000 _ W Obi l ' f'Ll w \ O \ \ n \ 9 g-1 X _ fl X 0'��f 9—LT / / W 00 6'6l Goo', 6 0 O - 1•9/ � / / / / N � / 0 rr ' L T /q � Goo £ / 30tN4 o o c / S x / /q OL O� Q / -�r X / / / �• ZS'Z Ci / Z 9 q -f-x 8,6(N dd / iM63�id / q o / / •g 3N O / / `02 0 �30 SURVEY OF LOT 20 MAP OF 1_9 GREEN ACRES AT ORIENT o �0 �3 FILE No. 3540 FILED APRIL 13, 1962 SITUATE JIB J ' ORIENT pN �JN/Z' ' / Cfl X4.6 r� ___b TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK °Np ' ' 3.69. S.C. TAX No. 1000- 1 5-01 -04 °lb?, 0 11_9 /�\E \Nj / / / X 4.8 / / X b pF ePNK N 66 / / ' / ' / / ep�°`� SCALE 1 "=20' JUNE 8, 2011 4 6 X 4.7 4.4 AREA = 27,121 sq. ft. X 3.5 ��Ep 4.2 SCE / 13 (TO TIE LINE) 0.623 ac. z / \ S o 2.8y / / 14 Lo b� ' R°ate o 0 0 ' o / / / / _150 37 SpP��O F 16.1 ,17 NPZPR pR jP 20 0 Q S�PP �R,T A5-E'S5 8 / / / / / �pOP �� b 5 1 / / j / 15.9 0 0 / NOTES: �?. 1 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM �a �Zim ' / ' / �� X 17.1 / EXISTING ELEVATIONS ARE SHOWN THUS: 1-76 EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -5- - - - 18.0 F.FL. - FIRST FLOOR _ G.FL. - GARAGE FLOOR / TC. - TOP OF CURB 18. v y \ T 17.3 � X 18.8 19.1 COD C S P 1 y f \X 19. 2nd STpECK 1 17.6 WOOD DECK WOOD -n WOOD 18.9 11_C Z X 190 STEP m 19.2 51 9• �, 1 i F.FL. rn _ 7.0' 18.9 \ 17.5 j9 _ 19.7 ", - O STO R \ 2 STORY FRAME HOOSE 7.a ' CANT1LE1j J "�4-AIR CONDIT.1 19.1 16.0 511 \X F.FL 19 3 UNIT 44.4' I FENCE / STONE 17.9 D.4 E. 18.7 jTi O 19.8 + � X18.3 1 y \ STONE \ O U,YEr.y O WALE / 19.4 3 WALK C 4 z � TC 1 g.83 d \ 0 3.9'E. 22.3• ` > \ 70 o ° d°d e c .X 18.42 \ °\ \ T N EINK FENCE z v FRAME t7.8 w d . CHA mz a GARAOE I°rv', d d °d ° XLn ' m 22.3' 18, "d \ da d 18.0 17.1' � d � ° d ' WELL IN 16.3 ° \� q (Y FENCE ' 18.6 hql �Fl rc CP1 X 17.93 .d d T O,p� ° C� \p 18.1 X � J _ 21 F, X I ° " 179 d17.9 TC 18.33 a ° \ / 78 d° Z / n d" 4, 1g� > X 17.8 0 m \ "d e` p ° d o V \ \ I 7.8 e ~ P d N °e 4 6 FREE X 17.7 d 0 vl m X17.8 CJERNEPD j S AMS 0 18.4 X ti .a 16 ZRE� / X 1� Pp d41- 1 51 V` / 17.8 9 X 17.9 j 76 4 d eE�p0PR0 N /vim° PpSj 7 44 CVRg d ° d d PpNEMENj °. d X F ��Y EOpE 0 d e . d ° . a PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AN .APPROVE AND ADOPTED FOR SUCH USE H NEW, 0 �ATE LAND TITLE ASSOCIAT �k � ' AFT I-AND J\3" N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION ADDITION Nathan T of t Corwin l l l TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 1- 74 BUILDING CONSTRUCTION NOTES: GENERAL NOTES: GENERAL: CARPENTRY: f,;;: ;f`•'`,:'` '. <":„ ..: ;'s' CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Provide double joists under all load bearing partition walls unless otherwise noted. GROUND WIND SEISM IIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD 1. All construction work shall comply with the Building Code of New York State,and ASCE STANDARD(SEI/ASCE 7-98) Provide typical energy corners+interior/partitions. SNOW DESIGN FROST LINE DESIGN UNDERLAY— FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY Sill plates are to be 2' x 6 treated 40 year CCA with sill sealer. 45 Ibs/sgft 120 (mph) B SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C 2. AAII It shall be the contractor's responsibilityeStto submit the laze,design,and a of mechanical systems which will be used in 2"x 6"-16"oc exterior walls. z work comply JAY Provide sill sealer-below termite shield. ` ' i oo El Jm, type Y - --- DESIGN CRITERIA sufficient detail as required by the Building Department. 2"x 4"-16"oc interior walls-unless noted otherwise.B. Insulate all supply&return ducts and piping as required by code. All wall studs are to be#2 or better Douglas Fir-Larch. D o A o K ASSOCIATES LLC PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS C. All windows,door sills,openings,etc.shall be caulked and weather stripped. All other framing members are to be#2 or better Douglas Fir-Larch or otherwise noted. (in pounds per square foot) Provide solid blocking beneath all bearing points. residential & commercial design .engineering . consulting 3. Single and multiple-station smoke alarms.Single and multiple-station smoke alarms shall be installed in the following locations: Provide structural metal connectors as required in all conditions as per state and local codes. USES(s) AND OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD 1)As per New York State Code. Openings to have(2)2 x 10 headers-unless otherwise noted. 2)Minimum of one per floor 3/4"cdx roof sheathing.(5 ply) USE OCCUPANCY EXTERIOR BALCONIES 60 10 3)One per each room including storage,furnace,Money Counting and bathrooms. 3/4"cdx exterior wall sheathing unless otherwise noted. 506 Main Street phone: (631)767-6071 4)Attic space is to be equipped with smoke alarm Provide fire blocking in all walls and floors as required by state and local codes. Westhampton Beach,New York 11978 fax: (631)466-3354 RESIDENTIAL R-3 DECKS (f) 40 10 All penetrations from the interior to the exterior of the building are to be filled with mortar to E-Mail: CArm8888@aol.com 4. Engineer is not responsible for the supervision of construction. General Contractor must verify all dimensions and conditions before insure no vermin can enter the building. TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (o) 10 construction or fabrication. Engineer is not responsilble for any changes without written prior approval. Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 10 5. Do not scale drawings. CONCRETE: OWNERSHIP & USE OF DOCUMENTS: Foundation to be constructed of 3000 psi concrete. V 6. The engineer shall be responsible for the content of tlhese drawings only. He shall not be held responsible for any materials, Contractor is to verify soil load bearing capacity prior to construction. These drawings and specifications including the ATTICS WITH STORAGE (b,e) 20 10 workmanship, means or methods of construction. The engineer shall not be held responsible for the design or installation of Strength of walls=3,000 PSI at 28 day ASTM C-94 ready mix concrete as per Residential Code of New York State. ideas, design and arrangements represented materials and equipment: Electrical Plumbing,Heattin Ventilation,Air Conditioning,or an others stem not specifically All footings,foundations,etc.shall rest on undisturbed soil. therein, are the property of D.A.K. ASSOCIATES, HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 g g g Y Y P Y contained in these drawings. Footings shall be36"below finished grade-minimum. LL1C. No part thereof shall be copied, disclosed All to others or used in connection with an work HEIGHT FIRE AREA SLEEPING ROOMS Provide reba in ally per or project other than for which the have been 30 10 7. Electric construction is to conform to the National Ellectric Code,Building Code of New York State,and L.I.P.A,requirements. Provide rebar in all wall as per manufactures specs. y HEIGHT. BUILDING Footings to be 2'-6"x 18"with rebar as per detail unless otherwise noted, prepared without written consent. . STAIRS 8. Plumbing is to conform to the County and Local Heailth Department requirements,and Building Code of New York State. Foundation Waterproofing and Damp proofing-as per section R406 of the State Building Code. THE VERTICAL DISTANCE 40 (c) 10 g �' P q g Insure waterproof integrity of existing foundation at all trouble spots(signs of leakage)in basement. FROM GRADE PLAN UNJL3 STORY AREA 9. All heat producing equipment shall be installed in accordance with Building Code of New York State and manufacturers specifications. All locations of water leakage are to be excuvated and repaired as necessary to insure the waterproof integrity of the foundation. THE AVERAGE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS d P gg P OF THE HIGHEST ROOF AS FPER TABLE 503 ( ) 200 (c) 10 SURFACE = 22'—1 11" 10. All electrical and mechanical equipment is to be elewated to FEMA requirements and NYS Code as required. ELECTRICAL: AS PER SECTION 502 OF ROOF 30 10 THE BUILDING CODE OF Keep boxes 5"minimum from edge of box to rough opening. NEW YORK STATE. 11.Limitation of Professional Liability: Electric construction is to conform to the National Electric Code,New York State Building Code. By acceptance and use of these plans the owner/buillder/agent agrees to limit the liability of D.A.K.Associates LLC.,and their Provide smoke detectors as per state and local codes. a) ELEVATED GARAGE FLOORS SHALL S CAPABLE OF SUPPORTING A 2,000— draftsmen due to neglect,acts of error,such that the total aggregate liabilit of D.A.K.Associates LLC.,and there draftsmen shall POUND LOAD APPLIED OVER A 20—SQUARE—INCH AREA. g � Y Provide sealed areas around all lights and ceiling penetrations to prevent air infiltration from attic TOTAL HEIGHT FROM RIDGE TO GRADIE 27'-6 " not exceed 50%of the total fee for services rendered on this project excluding D.A.K.Associates LLC.expenses such as blueprint space into the heated envelope of the building. b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. copies,reimbursed fees,etc.. Install fire caulking around all wires in accordance with NY.State Code. LUMBER SPECIES; AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY 12.All of our floor plans and elevations are protected under federal copyright law. No plan may be reproduced or reconstructed PLUMBING: DISTRIBUTED LIVE LOAD OR A 300—POUND CONCENTRATED LOAD ACTING without written permission. OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER P Supply pipes in walls(for toilets)at 3 from plywood. ALL HOUSE FRAMING MATERIAL DOUGLAS FIR — LARCH #2 AND BETTER STRESSES. Plumbing is to conform to the county and local health department requirements and New York State Code. d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN 13. Owner/Contractor must verify any site specific requirements for the construction such as flood zone requirements,etc. All wall stacks are to penetrate through roof at rear of house when ever possible,spray to match roof shingle color. ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER ACCORDANCE WITH SECTION R802.10.1. 14. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Install fire caulking around all pipes in accordance with NY.State Code. e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and INSULATION: requirements with such agencies prior to construction. All walls and ceilings to be Insulated as per the drawing.If insulation values are not noted on plan the following TABLE R402.2 values are to be used to insure the structure meets the NYS.energy code. MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 15. Owner/Contractor must verify all notations and conistruction specifications and ensure that all construction meets or exceeds the Building Code All ceilings are to be insulated with a blanket or R-30 insulation(kraft faced) of New York State,ASCE STANDARDS(SEI/ASiCE 7-98) All 6"exterior walls are to be insulated with r-19 insulation(foil faced) MINIMUM SPECIFIED All 4"exterior walls are to be insulated with R-15 insulation(kraft faced) AREAS OF STRUCTURE COMPRESSION STRENGTH (a) (fc) 16. Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County All 4"interior walls are to be insulated with R-15 insulation(kraft faced) CRAWL SPACE NA Department of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all Conditions,codes,and requirements with such All floors are to be insulated with R-30 insulation(kraft faced) TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL BASEMENT ADDITION 381 SO/FT FT agencies prior to construction. FIRST FLOOR EXISTING EXIS;TING SEVERE (b) GUTTERS: 17. Any discrepancy on this plan is to be brought to the attention of the Engineer immediately for Re-Design. Insure all gutters are directed into a d p rywell shall be FIRST FLOOR NEW ADDITION Su rywell provided for them.If no drywell is provided then a new d 381 SQ FT BASEMENT WALLS, FOUNDATIONS AND OTHER SECOND FLOOR EXIS;TING CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) properly sized and located to insure that adaquete runoff can be collected and removed from the location of origin. ' THIRD FLOOR NA BALCONY NA LOFT NA BASEMENT SLABS AND INTERIOR SLAB ON ATTIC (HOUSE)(a) NA GRADE, EXCEPT GARAGE FLOOR SLABS „• 2,500 (c) ATTIC (HOUSE)(b) NA AS PER CHAPTER 1 OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, GARAGE BASEMENT EXISTING NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND SECTION 101 .4.4, ADDITIONS, ALTERATIONS, RENOVATIONS OR REPAIRS, GARAGE BASEMENT NEW NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) ATTIC (GARAGE)(c) NA ADDITIONS AND ALTERATIONS SHALL CONFORM WITH SECTIONS 101 .4.4.1 - 101 .4.4.3 BONUS ROOM NA SCREENED PORCHES NA PORCHES, CARPORTS AND STEPS EXPOSED TO. SUNROOM ADDITION NA THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) 101 .4.4.1 ADDITIONS: DECK TO BE REMOVED NA ADDITIONS SHALL CONFORM TO THE PRO VISIONS OF THIS CODE AS THEY RELATE TO NEW COVERED PORCHES NA + 6.895 kpa CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTIONS) OF THE EXISTING OR BUILDING COVERED ENTRANCE 48 ESQ FT FOR SI: 1 POUND PER SQUARE INCH (a) AT 28 DAYS PSI SYSTEM(S) TO COMPLY WITH CODE. PLUMBIINlG POOL HOUSE CABANA NA (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING ALL PLUMBING WASTE DECKS EXIS;TING (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING BUILDING SYSTEMS. &WATER LINES NEED CONSTRUCTION SHALL BE AIR—ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) TESTING BEFORE COVERING (a) WITHOUT STORAGE (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) PROJECT TITLE & LOCATION: (b) WITH STORAGE SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. 101 .4.4.3 OTHER ALTERATIONS (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. WHERE LESS THAN 50% OF A BUILDING SYSTEMS OR SUBSYSTEMS, MEASURED IN UNITS BFHCE�TIFICATION PROPOSED GREAT ROOM APPROPRIATE TO THAT SYSTEM, IS REPLACED OR WITHIN ANY 12 MONTH PERIOD, ALTERATIONS TO THAT PORTION OF THE SYSTEM SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION 01V LEAD CO1V7ENTBEFORE ADDITION OR OVERLOAD EXISTING BUILDING SYSTEMS OR SUBSYSTEMS. ^�RI 717CATEOFOCCUPANCY SOLDER USED IN i°1ATER FOR THE SECTION 402 SUPPLY.SYST'ER,�C,q,,T BUILDING THERMAL ENVELOPE VOT EXCEED2110OFI% LEA D, 'Am NTONIADIS 402.1 INSULATION AND FENESTRATE CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET I THE REQUIREMENTS OF TABLE 402.1 (1 ) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. a�lrt, � � �1a RESIDENCE o E NOTE: lC i } '� J Ir . I'FE NORTH SEA DRIVE ALL SIMPSON HANGERS HAVE [BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE �� h �k�tf" 6 � ..ti� REQUIRED AMOUNT CALCULATED FOR EACH CASE. �I ORIENT NEW YORK 11957 NOTE: PROVIDE SOLID BLOCKING IN AILL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, COMIPL``( V,'ITH ALL CODES OF AND THE AMERICAN FOREST &: PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO NEW YORK STATE & TOWN CODES FAMILY DWELLINGS, 2001 SBC I HIGH WIND EDITION. AS REQUIRED AND CONDITIONS O DRAWING TITLE: NOTE: SOUTHOLDTOWNZBA RETAIN STORM WATER RUNOFF D.A.K. ASSOCIATES, LLC. AND IITS ASSOCIATED ENGINEER HAVE NOT BEEN RETAINED TO PURSUANT TO CHAPTER 236 INSURE PROPER INSTALLATION OF ANY MATERIAL OR WORKMANSHIP PROVIDED TO THIS JOB SITE. -�--SOUTHOLD TOWN PLANNING BOARD OF THE TOWN CODE. SOUTHOLD TONJN TRUSTEES GENERAL NOTES SHEATHING NOTES: N.Y.S.DEC 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 FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ELECTRICAL (1) SHEATHING TO BE NAILED 1TO CCA SILL INSPECTION REQUIRED (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM '����"������� NOTiQ (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Ofi TL. -� 8 P #2171 ENGIINEER'S SEAL: PROJECT N0: (4) SHEATHING TO BE NAILED -TO TOP PLATE 77 L� � 919-2011 sY Q, !�= DRAWN BY: UILDING DEPARTMENT AT 'C 8 AM TO 4 P1J1 FOR THE B D K NO SUBSTITUTI❑NS L 00,`1'N`G'INS P ECTI ONS: i (:,UN'ATION-TWO RE*QUIW-9 of NEW SCALE: All framing hardware shlown on these plans, OR POURED CONCRETE ` P��. DEERG.p� Y4„ i0'JCi�f fR{�i'I1+1G,,i'Ld r1�1�'I,' unless otherwise indicated, is Simpson Strong-Tie, FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE srfir, PIN ,E;LE,C ;rw,ALaC;,AuLK,li1;r ��, �r Q� 0s� �r DATE: No substitutions are approved or authorized, OF NEW YORK STATE, AND THE AMERIICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME l'+h�'U°� ` r-� ' 0_1 w 05-08-201 1 CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. '4 Flk ?L- T�tVJ >fhl7�Fa i lfT kC, �l S 'L" Due to the re(ationshi s of framing hardware to ��TUM FOR�® cdrd ,�� �Myr, Q% �,c SHEET INDEX: p g r.�1L "`Tlf LC lf1!Qf1�1 N7NLLII�fHEifTi!H(F 072 ec. the other components of the structure, any framing ' iR �� , Z CUMS OF NOR' hardware substitutions will render these plans 11=RMMMMEFCR null and void, and will r(esu(t in the installer/contractor NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS 1' assuming responsibility For the design and FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. � performance of the entire system, Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. JAMES DEERKOSKI, PE ,n R CONSTRUCTION -- TORS SPECIFIED FOR ,. G TIE CONNECTORS �. 4- SIMPSON �. USE A MINIMUM OF ,. TWO Bd NAILS THIS ; D)OUG-FIR LAR H S . FINL UPILIF T SIDE OF TRUSS. M T S 2 O L T S 2 0 ALLOWABLE LOADS 1.2 LOAD �Z FASTENERS NTH TOTAL FOUR LATERAL • o —\ — \ — I \ ` " �[[�yLIIII Y�IJLII r` r MODEL GA UPLIFT UPLIFT CODE 8d NAILS N0. TO AVG NAILS REF. INTO TRUSSTO TO ". RAFTERS/ PLATES STUDS ULT. (133) (160) F F2 (133& = STU '- ®' TRUSS a NOTE: REFER TO SIMPSON WOOD CONSTRUCTION TAKE-N PROVIDE (1) HGAIOKT ON -_ 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 AND ON SIDE OF RAFTER PROPER INSTALLATION PROCEDURES D a A o K ASSOCIATES LLC H6 16 8-8d 8-8d 3983 915 950 650 5, 44 ° residential & commercial design •engineering •consulting o DIMENSIONS FASTENERS — ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO ARTJ-xl2 o ' (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE IN NAIL o / MODEL GA ULT. LFTA LFTA ! ° NO. MAX. CLEAR s REF. PLATES °m° °° °• ° WIDTH SPAN L QTY DIA 1i" 2" 2j" 3" 31" 1}" 2" 21" 3 3} ° 506 Main Street phone: (631)167 6011 EIGHT ° Westhampton Beach,New York 11978 fax: 8d NAIL S P 4 e e p (631 466 3354 INTO LFTA 16 21" 17" 38J"16-10d — 4200 1205 1400 5, 44, 85 STUD E-Mail: CArm8888@aol.com 0 DOUG-FIR LARCH / S0. PINE ° Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC ---- FASTENERSZ AVG ALLOWABLE UPLIFT LOADS 3 °° MODEL L 10d 10d x 1}" CODE ULT. REF. LFTA 0 NO. (133 / 160) (133) (160) S T A 21 OWNERSHIP & USE OF DOCUMENTS: lad 10d x 1 " °0 These drawings and specifications including the o° ideas, design and arrangements represented MTS16 16 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ° ° ,° therein, are the property of D.A.K. ASSOCIATES, o LLC. No part thereof shall be copied, disclosed MTS20 20 14-10d 14-10d x 14" 3116 1000 840 1000 3, 41, 128 ARTJ"x12 °0 o to others or used in connection with any work o Simpson Strong-Tie or project other than for which they have been LST20 20 12-10d 12-10d x 1�" 2383 775 720 720 3, 41 GNW- ° HGA10 prepared without written consent. COUPLER NUT DETAIL "Ell '° Equal,l number o f ° TYPE OF DIRECTION So. PINE CODE specified n o.l l s I nVo' MODEL TYPE ALLOWABLE LOADS REF. CON - DI LOAD FLOOR ROOF (133/ (100) (125) 160 CS16 each end Simpson Strong-Tie NO. DETAIL "K" G 515 645 670 LTP4 5 J 515 645 670 6, 39, 97 DETAIL "H" H 1 515 645 670 MATERIAL [DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTJ"x12 STUD DEFLECTION DEFLECTION CODE MODEL MACHINE AVG LENGTH OF BOLT 2.3 AT HIGHEST AT HIGHEST REF. STU 8'— NO. ANCHOR BOLTS ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE °0 BASE BODY HB4 SB W H B SO CL DIA"a DESIGNLOAD o �SIMPSON GA GA QTY DIA 2" _ 3" 3�" 5�" LOAD WHEN RAISED OFF ° TAKE-UP WASHER HE SILL PLATE o 0 HD2A 16 12 4{�" 21" 2J" 8" 2g 1" 1�' 2 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 ° ARTg"x12 MODEL DIMENSIONS I FASTENERS ALLOWABLE UPLIFT LOADS NO. AVG W L STUD' PLATE ULT. (133) OF / SP (16 0) RODE SP4 3a" 7}" 6-10d x 11" — 2917 735 885 7, 40, 127 0 DIMENSIONS FASTENERS (TOTAL)) ALLOWABLE TENSION LOADS CODE MODEL REF. NO. GA W L NAILS 100 R (133) LSTA21 20 1 21 1 -10d 905 1205 1 1295 7, 40, 90 ° 0 MODEL DIMENSIONS FASTENERS (TOTAL)) ALLOWABLE TENSION LOADS CODE NO. GA W L NAILS 100) (133) (160) REF. FLOOR 1 Simpson Strong-Tie MSTA24 18 1 " 24 18-10d 1025 1 1370 1 1640 7, 40, 90 L U S 4 6 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE N0. L END SPACING REF. HD2A (LENGTH L GA CUT LENGTH (TOTAL) (100) (133 / 160)Z oc. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT H6 pson Strong-Tie CS16 150' 14" 16 CLEAR SPAN +31" 28-8d 1235 1 1650 2�" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS ON. DOUG-FIR LARCH/SO. PINE A WA L-- LOADS ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION DETAIL "F" HEADERS AVG UPLIFT FLOOR 100 SNOW 115 ROOF ) CODE F 125 NO. GA =WB JDIIs7s BY A LICENSE PROFESSIONAL ENGINEER, PLACES tOd 16d ULT. (133) (160) 10d 16d 10d 16d 10d 16d REF, ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 3a" 1 4J" 2 — 4-16d 4-16d 6076 1140 1160 1000 1150 — 1250 7, 40. 127 DETAIL "I" STU 8',- HUS210-2 14 3A" 9{" 2 8-16d 8-16d 6076 1755 1 2105 1650 1900 2065 1, 36, 84, 122 ARTJ"x12 SIMPSON D UG—FIR LARCH/SO. PINE ALLOWABLE LOADS FASTENERS UPLIFT LATERAL CODE TAKE-UP WASHER MODEL AVG UPLIFT (133/160) REF. N0. GA ULT. TO RAFTERS TO PLATES TO STUIDS (133) 1 (160) F i 160 HGA10KT 14 4-SDS}"x1}" 4-SDS "x3" 1523 435 435 1165 940 CN W— USE AMINIMUM OF SP4 ° ° COUPLER NUT TWO 86 NAILS THIS SIDE OF TRUSS, COUPLER NUT S P 4 STU 8°- TOTAL FOUR /• • O o SE A MINIMUM OF SIMPSON NAILS TWO 8d NAILS THIS STU IN MTS16 - LSTA21 SIMPSON TAKE-UP WASHER INTO TRUSS SIDE OF TRUSS. MTS16 • ® • HDZA TAKE-UP WASHER Strong-Tie PROJECT TITLE & LOCATION: TOTAL FOUR o 0 8d NAILS LSTA21 INTO TRUSS H U S 2 1 0-2 PROPOSED GREAT ROOM ° ® ADDITION ANCHOR BOLTS FOR THE Two ° FI $" 8 AIL o ii TO ° PLATES °mo ° EIGHT TWO Bd NAIL 8d NAILSoo S INTO INTSlro son Stron -Tle PLA�ES °co DETAIL "A" T® I I STUD P 9 EIGHT" °"o H7 8d NAIL DETAIL "D" DETAIL tic it DETAIL "J" STUD Simpson Strong-Tie INTO ° RESIDENCE H7 Simpson Strong-Tie LFTA o° °° ROD SYSTEM LFTA LFTAa o 3300 NORTH SEA DRIVE SHEATHING NOTES: NO SUBSTITUTIONS ORIENT NEW YORK 11957 o°o BP 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 FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong-Tie, (1) SHEATHING TO BE NAILED TO CCA SILL No substitutions are approved or authorized: (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM I ' (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES Due to the relationships of framing hardware to (4) SHEATHING TO BE NAILED TO TOP PLATE the other components of the structure, any framing DRAWING TITLE: hardware substitutions will render these plans null and void, and will result in the installer/contractor Simpson Windload LTP4 V assuming responsibility for the design and ' performance of the entire system: DETAIL "L" Charts & Calculations LTP4 LTP4 $` "C" NOTE: DETAIL Simpson Strong Tie Details I ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE oo Simpson Strong-Tie REQUIRED AMOUNT CALCULATED FOR EACH CASE. Floor-to-door Connections NOTE: PROVIDE SOLID BLOCKING IN ALL FLOOR JOISTS AND RAFTERS AS REQUIRED BY THE BUILDING CODE OF THE STATE OF NEW YORK, ENGINEER'S SEAL: PROJECT N0: AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO 919-2011 FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. DRAWN BY: LTP4 DETAIL "B" NOTE: BDK EAST END LTP4 INSTALLATION SOFNANY MAITERIIALLLC. AND ITS OR WORKMANSHIP CIATED PROVIDEDGINEER TO THIS VE NOT JOB BEEN RETAINED TO INSURE PROPER JOB SITE SCALE: Simpson Strong-Tie OF Etti Floor-to-Floor Connections D yo Y4" \ '� �� EER�0�� DATE: 14 05-08-2011 Z i z SHEET INDEX: 72 V A��FESSIONP \ � 0 0 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. JAMES DEERKOSKI, PE 00, m D o A o K ASSOCIATES LLC residential & commercial design •engineering • consulting A B C 30 0 506 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. EX. BASEMENT EX. BASEMENT EX. BASEMENT EX. GIRDER EX. GIRDER EX. GIRDER EX. BASEMENT EX. BASEMENT EX. BASEMENT Contractor to Insure Final Finished Heights are to Match. Provide 42" wide door opening into new basement for access 1 3/4" x g 1/2' LVL to be attached to existing 2x8 box beam with 2X4 wall framed beneath after floors are poured C/o INSURE ALL PLUMBING VENTS ARE Line of Existing Footing Contractor to Insure Final Finished Line of Existing Footing ROOF Heights are to Match. I I ON THE BACK OF HOUSE 8" Concrete Foundation Wall to Bear on 16" x 8" Concrete T T NEW BASEMENT T footing with (3) #5 rebars INSURE ALL PLUMBING MEETS OR EXCEEDS " x 12" Anchor Bolts @2'-o"oc. I I o NYS. AND SCDHS CODES AND REGULATIONS. Verify Depth To Water Prior To x Excavation of New Basement I " INSURE ALL PLUMBING VENTS ARE New 4" Concrete Slab New 4" Concrete Slab ON THE BACK OF HOUSE PROJECT TITLE & LOCATION: 8' Concrete Foundation Wall to I I 3„ Bear on 16" x 8" Concrete o footing with (3) #5 rebars I " I PROPOSED GREAT ROOM — \ ADDITION - - � — - -I - - - - - � � - - � — FOR THE New Foundatiion to be Pinned into the Existing " I �; Unexcavated Foundation wwith #6 rebor ®2'-0"oc. " 0 2 NTONUR DIS r x 12" Anchor Bolts 2'-0"oc. I — I " x 12" Anchor Bolts 0 2'-0"oc. Provide Simpson Hold—down rod — �* — — —� Provide Simpson Hold—down rod N NEW RESIDENCE system on both columns. Installed system on both columns. Installed as per manufacturers specs. I as per manufacturers specs. KITCHEN SINK DW. L- J �- 3300 NORTH SEA DRIVE CONTRACTOR IS TO INSURE THE NEW ADDITION AND ORIENT, NEW YORK 11957 THE EXISTING HOUSE FINISH FLOORS FIRST FLOOR WILL MATCH IN HEIGHT. 1Y2" A B C CONTRACTOR IS TO PROVIDE SIMPSON 0 0 TIE—DOWNS AS PER NYS. CODE. 3" 2" (REFERENCE PAGE C102 FOR DETAILS) C.0. I DRAWIING TITLE: 3�� I F.A.V. C.O. I 4" C. I. TO APPROVED 29'-4" 4" C.I. SCDHS SEPTIC SCDHS Foundation Plan HOUSE TRAPS APPROVED SEPTIC TANK PLUMBINGRISER DIAGRAM ENGINEER'S SEAL: PROJECT NO: NTS 919-2011 DRAWN BY: FOUNDATIONPLAN NOTE: THE PROVISIONS OF CHAPTERS 30, 31 AND 32 OF THE BDK RESIDENTIAL CODE OF THE STATE OF NEW YORK ALONG SCALE: WITH THE PLUMBING CODE OF NEW YORK STATE AND THE �`��� DE e Y°� Ya„ = 1 —0 „ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WILL ti�P�`'� R�°s DATE: GOVERN THE MATERIALS, DESIGN, CONSTRUCTION AND 05-08-2011 INSTALLATION OF SANITARY DRAINAGE SYSTEMS. I SHEET INDEX: 1410 C)7 L Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. JAMES DEERKOSKI, PE D o A o K ASSOCIATES, LLC residential & commercial design •engineering .consulting A B C p 0 0 CONTRACTOR IS TO PROVIDE SIMPSON 506 Main Street phone: (631�767-6071 TIE-DOWNS AS PER NYS. CODE. Westhampton Beach,New York 11978 fax: (631)466-3354 (REFERENCE PAGE G102 FOR DETAILS) E-Mail: CArm8888@aol.com Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC ANDERSEN ANDERSEN ANDERSEN OWNERSHIP & USE OF DOCUMENTS: FLEXI-FRAME FLEXI-FRAME FLEXI-FRAME These drawings and specifications including the 4'-0"z 7'-0" 3"SM. 4'-0"x 7'-0" 3"SM. 4'-0"x 7'-0" PSW6080R ideas, design and arrangements represented (2) 1 3/4" x 9 1/2" LUL HDR. (2) 1 3/4° x 9 1/2" LVL HDR. thereinI are the property of D.A.K. ASSOCIATES, w o (1)1 3/4" x 9 1/2" LVL Beam to Run Continuously Across the Entire Wall LLC.. No part thereof shall be copied, disclosed and Through Bolted Through Headers w 1/2" Bolts @2'-O"oc. to others or used in connection with any work sY„x g g / / or project other than for which they have been 9'-1 1/8" +/- front wall prepared without written consent. Q o Interior Wall to be Sheathed with 3/4" CDX Plywood Under Sheetrock Spray 2" Closed Cell Foam Insulation Plus R-15 Insulation in Wall Cavities. FIRST LIVING Ga FLOOR. ROOM PLAN II II II II II � I I I I Note #1: Skylights are to be centered on front windows ►I ___ Note 2: Skylights are to be centered on front door # Yl9 Ii---- Note #3: All Skylights are to be Insulaglass Low E Tempered, 30 x 45 Venting I L—__ I I ---- Contractor to Insure Final Lil E Finished Heights are to Match. — �— — — Line of Exist H Front Wall — — — Contractor to Insure Final Cu Q Finished Heights are to Match. N I c� skylight ; skylight skylight Nat #1 ; Note:#2 Note:#1 ROOF DRAINAGE FOR NEW MAIN ROOF I I 1 1 W DINING , ° ROOF DRAINAGE CALCULATIONS: � `� KITCHEN ROOM CU 28'-l04' S2' NEW ROOF AREA = 1110 s /ft 9'-1 1/8" +/— front wall q PROJECT TITLE & LOCATION: 9'-1 1/8" +/- front wall a U rN _ PROPOSED GREAT ROOM 1 3/4" x 1/2" LVL (2) 1 3/4" x 9 1/2" LVL HDR. I V — A X R X C A = 1110 sq/ft ADDITION C145L 2"SM C145L 2"SM C145R FWH5480 PALR 16L 2°SM C16L 2"SM C16R _� —_ _ FOR T H E CONTRACTOR IS TO I 52' R 2" RAINFALL — . 17 ft x INSURE THE NEW ADDITION AND x THE EXISTING HOUSE FINISH FLOORS IL0C = COEFF. = 1 .0 A' NT001""'11111101ADIS Note: Gable studs on the new roof Line of boxed out girder. WILL MATCH IN HEIGHT. to rest on top plate of exterior wall. 10" HB&G Permacast Round Column V = 1110 x 1 x .166667 = 185.0 c.f. Reverse Gable with I (Note Insure the interior io the first floor RESIDENCE Provide Simpson Hold-down rod mall aligns with the exterior the second system on both columns. Installed floor wall as per manufacturers specs. Arched Ceiling C I 185 / 68.38 VERTICAL FT. / FT. = 2.7 V.F. „ 3300 NORTH SEA DRIVE CONTRACTOR IS TO PROVIDE SIMPSON TIE-DOWNS AS PER NYS. CODE. (REFERENCE PAGE G102 FOR DETAILS) USE (1) 10' DIA. POOLS 3' DEEP = 3 V.F. ORIENT, NEW Y RK 11957 OR A _7 , B 185 / 42.25 VERTICAL FT. / FT = 4.38 V.F. 0 o [=DRAWING TITLE: USE (1) 8' DIA. POOLS 5' DEEP = 5 V.F. 16 -716' � '-7�' '_3 ' 14'-52' 14'-104' OR First Floor Plan 185 / 22.34 VERTICAL FT. / FT = 8.28 V.F. 4' USE (2) 6' DIA. POOLS 4'-6" DEEP = 9 V.F. ENGINEER'S SEAL: PROJECT N0: FIRST FLOOR PLAN 919-2011 DRAWN BY: Note #1: Skylights are to be centered on front windows (Insuladome 30x45 Skylights Low E Glass (Tempered)) ALL COVER TO BE TRAFFIC BEARING BDK Note #2: Skylights are to be centered on front door (Insuladome 30x45 Skylights Low E Glass (Tempered)) SCALE: ALL MULTIPLE POOL SYSTEMS ARE TO pF NEW y �� DE O Y4 = 1 —0 BE CROSS—CONNECTED C") 0 DATE: w 05-08-2011 Uj iz� SHEET INDEX: PES A 0 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. JAMES DEERKOSKI, PE --- uu fr. D o A o K ASSOCIATES LLC residential & commercial design •engineering • consulting 506 Main Street phone: (631)767-6071 A 0 0 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, 9'-1 1/8" +/- rear wall 9'-1 1/8" +/- rear wall 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 EXISTINGprepared without written consent. BATH w 0 w 0 N EXISTING Gr_ O O V II BEDROOM II II ck�0 C II o o II x A. II N C C I I t� (� II O O O —— sY d' � < N N N N fn IL___ w s _ _13"x 18" _ 13"x 18" _ U _ 13"x 18" ' _-_- EXISTING _ E _ LVL Ridge LVL Ridge LVL Ridge I I BEDROOM 0 0 0 0 o I�--- tA — O O O O O (Y [lam 0:: (r fY � d d .-21 ———— (n Cn (n Cn Cn fA N N N N Cl EXISTING o = o = FAMILY N O y O d� d� ROOM � � S� J J skylight x skylight skylight Note:#1 ^= Note:#2 ^= Note:#1 115,. 2'_1i" 31_3, _1L�, _11�, 311, _21 16 16 16 16 16 16 16 w w I _Z 0 U > Q Z0 �— O Q PROJECT TITLE & LOCATION: � I PROPOSED GREAT ROOM ADDITION 9'-1 1/8" +/— front wall �' g I 9'-1 1/8" +/— front wall 5 FOR TH E o V O I ANT01"'111111101ADIS reverse gable Note Insure the interior the first Floor RESIDENCE wall aligns with the exterior of the second A B C floor wall 30 30 3300 NORTH SEA DRIVE CONTRACTOR IS TO INSURE THE NEW ADDITION AND ORIENT, NEW YO R K 11957 THE EXISTING HOUSE FINISH FLOORS WILL MATCH IN HEIGHT. CONTRACTOR IS TO PROVIDE SIMPSON TIE—DOWNS AS PER NYS. CODE. (REFERENCE PAGE C102 FOR DETAILS) DRAWING TITLE: TIE ROD LOCATION PLAN_ Note #1: Skylights are to be centered on front windows Tie Rod Location Plan Note #2: Skylights are to be centered on front door ENGINEER'S SEAL: PROJECT NO: 919-2011 DRAWN BY: BDK �oF NEW yo SCALE: DEER�-O�* Y4„ = 1'-0" Q w DATE: W 05-08-2011 �2s 0�2 07 ��� SHEET INDEX: Fo PJ AM pROFE�S � Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. JAMES DEERKOSKI, PE D °A a K ASSOCIATES LLC residential & commercial design •engineering • consulting A B C 0 0 506 Main Street phone: (631)767-6071 Westhampton Beach,New York 11978 fax: (631)466-3354 E-Mail: CArmB888@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 EXISTING prepared without written consent. MASTER BATH N N V U y ` C3N U N N _ _ ' EXISTING ck " a o I MASTER BEDROOM N N I I- 14» 18' _ 14»x 8" 13" 18„ E— _ _ L LVL idg VL I dge LVL Ridg _ I I — EXISTING — FAMILY U ROOM `� U, � N y N N � N Ln d ` ` Skylight skylight skylight o o U CJ U N V O Z K 'Q O = O W W O F' O O PROJECT TITLE & LOCATION: PROPOSED GREAT ROOM ADDITION I t71111771t _ _ — = FOR THE L 'A" PM'T 0 IN I D I S =00000000: R" ESIDENCE reverse gable 3300 NORTH SEA DRIVE CONTRACTOR IS TO ORIENT, NEW YORK 11957 INSURE THE NEW ADDITION AND A THE EXISTING HOUSE FINISH FLOORS 30 0 WILL MATCH IN HEIGHT. CONTRACTOR IS TO PROVIDE SIMPSON TlE-DOWNS AS PER NYS. CODE. (REFERENCE PAGE G102 FOR DETAILS) DRAWING TITLE: ROOF RAFTER PLAN_ Roof Rafter Plan NOTE: PROVIDE A RAFTER ON EACH SIDE OF TIE ROD AS NOTED. NOTE: RAFTERS ON EACH SIDE OF SKYLIGHT ARE TO BE DOUBLED ENGINEER'S SEAL: PROJECT NO: AS WELL AS SKYLIGHT HEADERS. 919-2011 DRAWN BY: NOT: RAFTERS ON EACH GABLE END ARE TO BE DOUBLED BDK SCALE: NOTE: START RAFTER LAYOUT AT THE CENTER OF �oF NEW y Y4" = 1'-0" SKYLIGHT LOCATIONS TO INSURE CEILING LIGHTING LAYOUT BPS DEER�r DATE: / PATTERN WILL BE CENTERED IN EACH ROOM. VERIFY THE LOCATION OF ALL CEILING LIGHTING WITH Cr- 05-08-201 1 ELECTRICAL CONTRACTOR / OWNER PRIOR TO INSTALLATION �; �u` w �? SHEET INDEX: OF RAFTERS TO INSURE THAT THE PATTERN OF RECESSED ��o °�o7 o� roo \LIGHTS IN THE CEILING CAN BE ACCOMPLISHED. ROFESS\ JAN t-A WIN Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. JAMES DEERKOSKI, PE D o A o K ASSOCIATES LLC residential & commercial design •engineering • consulting I 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 114 prepared without written consent. a IT. .o 1J III LY 1141111 1;= r` D I Ml�r N \ Z//] \ / I RMI Ll SOUTH ELEVATION_ PROJECT TITLE & LOCATION: PROPOSED GREAT ROOM ADDITION FOR THE ANTOFM I DIS RESIDE " C 3300 NORTH SEA DRIVE ORIENT, NEW YORK 11957 DRAWING TITLE: ELEVATIONS �� -- -I ENGINEER'S SEAL: PROJECT NO: 919-2011 DRAWN BY: BDK SCALE: NEW ��0� DERko�� Y4" — 1'-0„ NORTH ELEVATION � � s� DATE: �c CY,0 05-08-2011 SHEET INDEX: Ann Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept,of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. JAMES DEERKOSKI, PE W 'A; ry Ewa rzA'�ff rza F�,. LLL111.f o o- I mi D o A a K ASSOCIATES LLC Z 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 CRICKET 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. EXISTING C14 TO BE REMOVED AND NEW C125 TO BE INSTALLED ALL INTERIOR AND EXTERIOR FINSHES TO MATCH EXISTING I WEST ELEVATION- PROJECT TITLE & LOCATION: PROPOSED GREAT ROOM ADDITION FOR THE ANTONIADIS RESIDENCE 3300 NORTH SEA DRIVE ORIENT, NEW YORK 11957 DRAWING TITLE: ELEVATIONS ENGINEER'S SEAL: PROJECT N0: i919-2011 DRAWN BY: BDK SCALE: 0,FDEEwY Y4 1'-0 " = R�0 DATE: a 05-08-2011 r W w SHEET INDEX: .�A°• 0725 EAST ELEVATION- 202 Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. JAMES DEERKOSKI, PE D -A o K ASSOCIATES LLC residential & commercial design •engineering • consulting Simpson Strap C6x13 Channel to run continuously across the Back of all Rafters and let in, to Allow for � Sheathing to be Applied Over the Tap of the Channel 506 Main Street phone: (631)767-6071 � CDX Sheathing Westhampton Beach,New York 11978 fax: (631)466-3354 To be Nailed as per NYS. Code E-Mail: CArm8888@aol.com with lOp Galy Ring Shank Nails 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 1" Steel Turnbuckle Welded to C6x13 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 l x 18"LVL Ridge Beam or project other than for which they have been prepared without written consent. GAF Timberline 40 Yr. Architectural Roof Shingles 30#Felt Ice and Water sheild ®Perimeter �1.-D CHANNEL TO T U R N B U C K L E 1�x14" LVLRafter CONNECTION DETAIL 2" Closed Cell Spray Foam Insulation = ®R-16 Plus 2" Closed Cell Spray Foam Insulation = ®R-16 Plus Provide 2'-0"x 14" LVL ®72"oc. R-30 Insulation R-30 Insulation Between Rafters Total R —value of R-46 in the Ceiling Total R —value of R-46 in the Ceiling Ceiling to be Sheathed with CDX 1" Steel Turnbuckle Welded to C6x13 C6xl3 Channel to run continuously and Covered with ' Sheetrock across the Back of all Rafters and let in, to Allow for Sheathingto Ceiling to be Sheathed with �" CDX and Covered with ' Sheetrock C6x13 Channel to run continuously be Applied Over the Top of the Channel across the Back of all Rafters and let in, to Allow for J" Sheathing to be Applied Over the Top of the Channel " CDX Sheathing To be Nailed as per NYS. Code with 10p Galy Ring Shank Nails lrx 14"LVL Rafters 016"oc. Installed as Per Manufactures Specs. Simpson ty—down Strop l" Steel Turnbuckle Welded to C6xl3 1" Steel Rod with Threaded ends 1" Steel Turnbuckle Welded to C6x13 6" Fascia (Match Existing) 2" Closed Cell Spray Foam Insulation = @ R-16 Plus R-30 Insulation 12" Solid Soffit Total R —value of R-46 in the Ceiling (No Vents) (3)l x 9� LVL Header Note: Windows are to Align with the top lx6 VJ clear cedar of Doors on that Wall Air Infiltration Barrier 2x6-16" oc Wall Studs 1/2" G.W.B. w/Vapor Barrier "SEE CHANNEL TO TURNBUCKLE CONTRACTOR IS TO PROVIDE SIMPSON 2" Closed Cell Spray Foam Insulation = ®R-16 �' CONNECTION ABOVE" TIE—DOWNS AS PER NYS. CODE. R-15 Insulation (REFERENCE PAGE 0102 FOR DETAILS) Total R —value of R-31 in the Walls NEW KITCHEN EXISTING GREAT ROOM " CDX Sheathing ��_ CONTRACTOR IS TO PROVIDE SIMPSON (Match Existing) TIE—DOWNS AS PER NYS. CODE. CONTRACTOR IIS TO Z W (REFERENCE PAGE G102 FOR DETAILS) 1J"x 9J" LVL Flush Beam INSURE THE NEW ADDITION AND Lag Bolted to Box Beam THE EXISTING HOUSE FINISH FLOORS PROJECT TITLE & LOCATION: ®2'-0"oc. w/J" GOIv. WILL MATCH IN IHEIGHT. 26's-16"oc. Lag Bolts PROPOSED GREAT ROOM Verify Finish Floor with Owner ADDITION 2z6 Shoe Match Existing Subfloor Simpson Joist hanger Insure New and Existinog Floor Heights Match FOR THE N T 1 z9" LVL Box Beam ® 1`40 ' DIS 2x6 ACQ sill WI40 x 9 1/2" Floor Joists — 16"oc. Termite Sheild /Sill Seal #5 Horizontal rebars 2" Closed Cell Spray Foam Insulation = ®R-16 RESIDENCE Provide Solid Blocking R-19 Insulation Grade Total R —value of R-35 in the Floor Grade 3300 NORTH SEA DRIVE J"x 18" Anchor bolts 24"oc. New Foundation and Existing ORIENT NEW YO R K 11957 RAFTER DETAILS Foundation are be Pinned together W/#6 rabor at 2'-0"oc. NEW BASEMENT New 2x4 Wall EX. BASEMENT EX. BASEMENT DRAWING TITLE: Verify Depth To Water Prior To Damp Proofing Excavation of New Basement Cross Section A / #5 Vertical rebars 48"oc. Typical Main Roof #5 Horizontal rebars Step Down To New Floor and Rod Details #5 Horizontal rebars o New 4" Concrete Slab 8" Concrete Foundation Wall with Bearing Ledge on 16" x 8" Concrete footing with (3) #5 rebars ENGINEER'S SEAL: PROJECT NO: 919-2011 DRAWN BY: BDK SCALE: � lF NEW Yo Y4„ = 1'-0„ DEER/rpr DATE: CROSS SECTION \ s a 05-08-2011 Z SHEET INDEX: 301 ME J V ` J Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. JAMES DEERKOSKI, PE IW Existing 2x10 Rafters Cut Back GAF Timberline 40 Yr. Architectural Roof Shingles Simpson Strap D o A o K ASSOCIATES LLC Ice and Water sheild �Perimeter Felt 1�x 16°LVL Rafter Header 2z6 Cricket residential & commercial design •engineering •consulting Ice lrx '18"LVL Ridge Beam " COX Sheathing 506 Main Street phone: (631 J 767-6071 be Nailed as per NYS. Code with Westhampton Beach,New York 11978 fax: with tOp Galy Ring Shank Nails p (631�466-3354 E-Mail: CArm8888@aol.com New 20 Kneewall Beneath New Rafters Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC where New Roof Overlaps Existing Roof OWNERSHIP & USE OF DOCUMENTS: All Skylights are to be Insuloglass Low E Tempered, 30"x 45" Venting 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 Ride Vent Rafter Plate / g to others or used in connection with any work \ or project other than for which they have been Continuous 1 "z 9" LVL Ridge / prepared without written consent. Simpson Strap 2z6 Rafters � / 2x12 Truss Rafter with 2x12 build-up / 2x8 False Rafters Continuous 1J"x 91" LVL Ridge beneath. Provide r CDX plywood Gusset / / Plate on both sides of Truss Rafter. \ 4x8 CDX plywood Gusset 2" Closed Cell Spray Foam Insulation = ®R-16 Plus \ Location on both sides of Rafters. R-30 Insulation Total R —value of R-46 in the Ceiling 2x12 Truss Rafter with 2xl2 build—up Existing Master Bedroom Rafters beneath. Provide r CDX plywood Gusset \ \ (2) 1 z 9° LVL GIRDER Plate on both sides of Truss Rafter. 2" Closed Cell Spray Foam Insulation = 0R-16 Plus Total R —value on Total R —value of R-46 in the Ceiling Ceiling to be Sheathed with �" CDX 10 Azek Wainscotting i and Covered with J' Sheetrock Simpson ty—down Strap Ceiling to be Sheathed with �" CDX and Covered with � Sheetrock —T — — 1" Steel Turnbuckle Welded to C6x13 1" Steel Rod with Threaded ends / C6xl3 Channel to run continuously / \\ across the Back of all Rafters and I� 11 let in, to Allow for J" Sheathing to (2) lrx 91" LVL GIRDER be Applied Over the Top of the Channel 2" Closed Cell Spray Foam Insulation = 0 R-16 Plus R-30 Insulation Total R —value of R-46 in the Ceiling 0 Note: Windows are to Align with the top of Doors on that Wall Simpson Column ty—dow 2" Closed Cell Spray Foam Insulation = R-16 R-15 Insulation Rod System. On Page G102 Detail Total R —value of R-31 in the Walls NEW DINING ROOM o EXISTING GREAT ROOM CONTRACTOR IS TO PROVIDE SIMPSON °L" o, _ TIE—DOWNS AS PER NYS. CODE. CONTRACTOR IS TO PROVIDE SIMPSON 3 o (REFERENCE PAGE C102 FOR DETAILS) TIE—DOWNS AS PER NYS. CODE. �_ 3 (REFERENCE PAGE C102 FOR DETAILS) 3 CONTRACTOR IS TO x Z W 1rx 9j" LVL Flush Beam INSURE THE NEW ADDITION AND Lag Bolted to Box Beam THE EXISTING HOUSE FINISH FLOORS o PROJECT TITLE & LOCATION: WILL MATCH IN HEIGHT. ®2'—O°oc. w/r Galy. Lag Bolts o PROPOSED GREAT ROOM Verify Finish Floor with Owner ADDITION Match Existing SubFloor o FOR THE 2z6 Shoe Simpson Joist hanger 0 1 rx9 j" LVL Box Beam ANTONIADIS 2z6 ACQ sill WI40 x 9 1/2" Floor Joists — 16"oc. Termite Sheild /Sill Seal #5 Horizontal rebars 2" Closed Cell Spray Foam Insulation = ®R-16 I Provide Solid Blocking R-19 Insulation Total R —value of R-35 in the Floor 3300 NORTH SEA DRIVE x 18° Anchor bolts 24"oc. New Foundation and Existing ORIENT NEW YORK 11957 Foundation are to be Pinned � together W/#6 rebar at 2'-0"oc. Dampp Proofing NEW BASEMENT New 2x4 Wall DRAWINGTITLE: Verify Depth To Water Prior To li \ Compact Fill Damp Proofing Excavation of New Basement Cross Section B / #5 Vertical rebars 48"oc. 15 Vertical rebars 48°oa. Front Entrance #5 Horizontal rebars #5 Horizontal rebars #5 Horizontal rebars o New 4' Concrete Slab 8" Concrete Foundation Wall Bearing on 8" Concrete Foundation Wall Bearing on 16° x 8" Concrete footing with (3) #5 rebar 16"x 8° Concrete footing with (3) #5 rebar ENGINEER'S SEAL: PROJECT NO: F-�J_T E 919-2011 DRAWN BY: Bottom of Footing Min. 3'—O" Below Final Grade B D K SCALE: �pF NEW yo Y4" = V-0„ \ ✓ �R'`; �S•DEER0 � DATE: CROSS SECTION B f -. �� UJ 05-08-2011 �UJ ? SHEET INDEX: R 30 �FEAft Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. JAMES DEERKOSKI, PE Existing 2z10 Rafters ;77, r W ® N Simpson Strap 00 2z Rafter Nailer 2x6 Cricket D A K ASSOCIATES, Extend Existing Ceiling joist 1J"x 18"LVL Ridge Beam � residential & commercial rin LLC g g gconsulting CDX Sheathing To be Nailed as per NYS. Code with 10p Goly Ring Shank Nails 506 Main Street phone: (631)761-6071 Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC Westhampton Beach,New York 11978 fax: (631)466-3354 New 2z4 Kneewoll Beneath New Rafters E-Mail: CArm8888@aol,com where New Roof Overlaps Existing Roof 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 GAF Timberline 40 Yr. Architectural Roof Shingles 0 others or used in connection with any work 30#Felt or project other than for which they have been Ice and Water sheild @ Perimeter 1_0" prepared without written consent. Existing Master Bedroom Rafters EXISTING MASTER BEDROOM C6x13 Channel to run continuously across the Bock of all Rafters and let in, to Allow for r Sheathing to 2" Closed Cell Spray Foam Insulation = 0R-16 Plus be Applied Over the Top of the Channel Insulation Total R —value of R-46 in the Ceiling r CDX Sheathing Ceiling to be Sheathed with l" CDX To be Nailed as per NYS. Code with 10p Galy Ring Shank Nails and Covered with ' Sheetrock 1J"x 14"LVL Rafters ®16"oc. Installed as Per Manufactures Specs. Simpson ty—down Strap 1" Steel Turnbuckle Welded to C6xl3 1" Steel Rod with Threaded ends 6" Fascia (Match Existing) 2' Closed Cell Spray Foam Insulation = @ R-16 Plus R-30 Insulation 12" Solid Soffit Total R —value of R-46 in the Ceiling (No Vents) (3)1J"x q LVL Header Note: Windows are to Align with the top lx6 VJ clear cedar of Doors on that Wall Air Infiltration Barrier 2x6-16" oc Wall Studs 1/2" G.W.B. w/Vapor Barrier CONTRACTOR IS TO PROVIDE SIMPSON NEW DINING ROOM o TIE—DOWNS AS PER NYS. CODE. 2" Closed Cell Spray Foam Insulation = ®R-16 EXISTING BEDROOMS- (REFERENCE PAGE G102 FOR DETAILS) R-15 Insulation o Totol R —value of R-31 in the Walls " CDX Sheathing 0 (Match Existing) O 1i"x 9r LVL Flush Beam Lag Bolted to Box Beam CONTRACTOR IS TO 2'—O"oc. w/J" Galv. INSURE THE NEW ADDITION AND 26's-16"oc. Lag Bolts THE EXISTING HOUSE FINISH FLOORS PROJECT TITLE & LOCATION: WILL MATCH IN HEIGHT. Verify Finish Floor with Owner PROPOSED GREAT ROOM Match Existing Subfloor 2x6 Shoe Simpson Joist hanger ADDITION FOR THE 1j"x9�" LVL Box Beam 2x6 sill WI40 x 9 1/2" Floor Joists — 16"oc. ONIADIS Termiteite Sheild /Sill Seal #5 Horizontal rebars 2" Closed Cell Spray Foam Insulation = R-16 Provide Solid Blocking R-19 Insulation Total R —value of R-35 in the Floor RESIDENCE rx 18" Anchor bolts 24'oc. New Foundation and Existing Foundation are to be Pinned 3300 NORTH SEA DRIVE together W/#6 rebar at 2'-0"oc. ORIENT, NEW YORK 11957 NEW BASEMENT New 2A Wall o Verify Depth To Water Prior To Damp Proofing Excavation of New Basement DRAWING TITLE: #5 Vertical rebars 48"oc. #5 Horizontal rebars Cross Section C #5 Horizontal rebars o New 4" Concrete Slab 8" Concrete Foundation Wall with Bearing Ledge on 16" z 8" Concrete footing with (3) #5 rebars ENGINEER'S SEAL: PROJECT NO: 919-2011 DRAWN BY: BDK SCALE: �OF NEW YO Y4" _ 1'-0" CROSS SECTION DEER�O0,* DATE: U: w 05-08-2011 SHEET INDEX: 303 FESS�o� Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such agencies prior to construction. JAMES DEERKOSKI, PE