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HomeMy WebLinkAbout38787-Z Town of Southold Annex 10/20/2014 P.O. Box 1179 54375 Main Road • Southold,New York 11971 :Srt CERTIFICATE OF OCCUPANCY No: 37217 Date: 10/20/2014 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 1805 Ships Dr, Southold, SCTM#: 473889 Sec/Block/Lot: 79.-340 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 3/31/2014 pursuant to which Building Permit No. 38787 dated 4/17/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: s_unroom addition with deck and ramp and roof alteration to an existing one family dwelling as applied for The certificate is issued to Hanna, John (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38787 9/9/2014 PLUMBERS CERTIFICATION DATED Au o ' ed gnature 4f " ��' TOWN OF SOUTHOLD BUILDING DEPARTMENT =a TOWN CLERK'S OFFICE SOUTHOLD, NY 17, 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#: 38787 Date: 4/17/2014 Permission is hereby granted to: Hanna, John 1805 Ships Dr PO BOX 734 Southold, NY 11971 To: construct additions & alterations to an existing dwelling as applied for At premises located at: 1805 Ships Dr, Southold SCTM # 473889 Sec/Block/Lot# 79.-3-40 Pursuant to application dated 3/31/2014 and approved by the Building Inspector. To expire on 10/17/2015. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $620.80 CO -ADDITION TO DWELLING $50.00 Total: $670.80 Building Inspector M 2 Form No.6 TOWN OF SOUTHOLD t0 1 BUILDING DEPARTMENT C TOWN HALL W► P I t K 1+ op 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 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 / Date. � New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. �/ Street Hamlet Owner or Owners of Property: L A g k 1 RA tiN A nt1 Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. I Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applican ignature *pF SO!/lyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G �Q roger.richert(a)-town.Southold.ny.us Southold,NY 11971-0959 100UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Hanna Address: 1805 Ships Drive City: Southold St: NY Zip: 11971 Building Permit#: 38787 Section: 79 Block: 3 Lot: 40 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Lademann Electric Inc License No: 4141-e 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 10 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 7 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches g Twist Lock Exit Fixtures TVSS Other Equipment: 2-paddle fans Notes: Inspector Signature: Date: Sept 9 2014 81-Cert Electrical Compliance Form.xls SOF SOQI�, 7:7TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ F NDATION 1ST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR 38?97,j�- OF SO(/r,��� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUND ON 1 ST [ ] ROUGH PLUMBING [ ] FO DATION 2ND [ ] INSULATION [p44RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY ( ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: f ' AQ 6k1j E DATE 61414V INSPECTOR 1 souryo coulm, ( TOWN OF SOUTHOLD BUILDING DEPT. f 765-1802 INSPECTION ,Aj [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION AELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR<K 38 SOF s0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] RO H PLUMBING [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKIN ;;; REMARKS: dA-cl DATE INSPECTOR i o��OF SOplyo pv� M TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ) FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ) FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [_ ] CAULKING REMARKS: DATE INSPECTOR 38 ;? OF SO(/r�,O� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING MARKS: LA �j DATE �© INSPECTOR 1: / 1 �I 0 • � • 1 I:M i ROUGH ':PLUMING - FMPMEM 1 STATE ENERGY . 1 MW M- ADDMONAL COMNZNTS Im.-Milml WA" MMWEPA . 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 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. - - -1 Trustees Flood Permit Examined r ,20 -- - ' Storm-Water Assessment Form 6 ntact: Approved �'�` �� 20 ` MAR 2 8 2014 Mail to: bAk ASS. Disapproved a/c P.O. SOU- HOLb N`I. ei_or, o�rr. 1 _ d TOW�1 OF .CU�ifOLD Phone: -135-908y Expiration ��' /( % ,204-L— eaA Building Inspector APPLICATION FOR BUILDING PERMIT Date 03 -2S , 20 19 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. /,"V/­ (Signature applicant or name,if a corporation) P.07 13ox I(D 7.S SoLrrH o�(� N Y. h TV (Mai ing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder AgEtir Name of owner of premises LAa" /3ANNA f LINEA HANNA (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. �� Will jv�`AFI( o��E Plumbers License No. N ik Electricians License No. N 4SEL-Ecx"L Other Trade's License No. tji�- -3 1. Location of land on which proposed work will be done: 1$O.S S1�IQS 1!�(40E- SOOTN+OLA House Number Street Hamlet County Tax Map No. 1000 Section 79 Block 03 Lot Ya 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 occupancyi`S -y0 b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition ___X_Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 4 (00'000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units N A Number of dwelling units on each floor N A If garage, number of cars NA 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. NA I , 7. Dimensions of existing structures, if any: Front r7 '-4 Rear 173``1 � Depth 3 7-0 Height @ 19`0" Number of Stories Dimensions of same structure with alterations or additions: Front 13 y Rear 73`-W' Depth 51 V' Height & 64 O" _Number of Stories 8. Dimensions of entire new construction: Front_QRear 29' Depth 14' Height tc -o" Number of Stories 9. Size of lot: Front 1 y 1. 79' Rear 10(-`-1st Depth AV4. 203,S 10. Date of Purchase Name of Former Owner L.oEFFLE(2 \ FATji;,o_—i r�-1-mow 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO_X 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises?YES NO X i SOS Sul PS Q4"kE 14.Names of Owner of premises LA1424 f LiNb, WA-jNa Address Sos;%+oLz M'1 I0-r( Phone No. Name of Architect pAK Arc Address P•J-&u,-11+95 Som-F►c�n Phone No (o31-9313-q o S Y Name of Contractor NR AT T0is, Ti mF_ Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES, D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_X * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Sum ) _-g(w.t< being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary Public,$tete at New York (S)He is the EN i No A A,161 Ram (Contractor,Agent,Corporate Officer,etc.) OuaNfied in Suffolk County Commission Expires Apri 2!=!_'0 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. Swor to before me this day o T 20 Notary Public VSituref Applicant " 1 �F y R w k' w .t 4 u i t � u � R . s r } 4 e r n Y r s • 8 '4 Jr two— As . y�r AP*� ka 46 Nor- Ilk op r , a � x � + t? ''i+r y- e rr�+ -., e ,. '• a _ mss.: ,� �. .ti � ��l.* .�,.� ��. K �' ��� } i��r�a-arsf'� �� i{7 ,�. ,. ,„ '�: „�_: ,S �, i :. � - . � � �. ., ,.' -a�:.:v. ` f �+ .. <.,�.._: - �t .,-�. ^^,�,. '' .:; ��.� .gin .� _.., ,. ,,Q � ,.f.. `. '^-` '�. ... � n 0,. ... � � �. C .: ,� .�. a e '_ � r:' .. .�. v v v 4t ^• *� �n � i �' i �s mW.� x y .. r a 3 " rW x f +rti a' y �' :g +s A f*, ON Ilk er • '3 i • g " s s � � 4 � fir: �r 7 • { Ali v �y OWNER: SUFE. CO.!^1PAI,.TH T - t !s «� �'' ` l�.0 'F 'CIATE MAR 31 1981 H. D. REF. N Stagy N4 The sewage disposal and water Supply facilities, far this location have been t. -1;7 2110 inspected by this department and /found ] AREA: .6 1' r .<% r4 're f ca Do satisfactory Chief of General E�n�glinoerini DEED: r,r!<J . f 's X tilt k{ 4E1 % Z07' JNAUTHORIZEDALTERA7��NSXA�DTTICym —'- TO THIS SURVEY IS A VIOLATION OF SECTION 7209 Of THE NEW YORK STATE EDUCATION LAW. 1 COPIES Of THIS SURVEY AM NOT TEARING THE LAND SURVEYOR'S INKFO SEAL OR EMBOSSED SEAL SHALL NOT BE CONSfDERED TO U A VALID TRUE COPY. \ _ GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PL95ON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND Ti7•LX& LENDING LNSTUUTION LISTED HE62ON,AND F. TO THE ASSIGNEES OF THE LENDING INSTI. JM,q�/,j/ TUTION.GLIARANTEES ARE NOT TRAN$FERAkE oe-,jw 40'C- Z'0 TO AD01TEQf1Al tNSTiTUTjQNS OR SU#SEQUEN' �wNERS. //V STAMP 89AL 40 ROi'IrLMCK VAN TUYL. P. C. A 7- LIC.LAND SURVEYORS-GREEN GRT, N.Y. <. _... - ,r- .. e c x' 3 ,..�..a...... �.l3'r � Y` "-.y- r.,...+6..,i✓ �, '�`'k.,'� �,`�" ! of "`"�s... ,�`s'.-. aP�..��"". 1 T U269 SUFF. CO. DEPT. OF 1W4VALTIi SSTATEMENT OF iNTEN`p'. O' FOR APPROVAL OF CONSTRUCTION ONLY THE WATER SUPPLY AND SEWAGE DATE: DISPOSAL SYSTEMS FOR THIS REST. Y4° fLT. DENCE WILL CONFORM TO THE H.S. REF. NO.: ' � ���� � �w: STANDARDS OF SUFFOLK CO. DEPT, OF HEALTH, SERVICES. APPROVED: l5l 17' APPLICANT Scott A. Russell °S111FQ Ir 01 James A. Richter, R.A. SUPERVISOR Michael M. Collins P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Telephone#: (631)-765-1560 Fax#: (631)-765-9015 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US y' JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE: All Contact & Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT: (Property Owner,Design Professional(Agent Contractor,Other) PROPERTY OWNER: (If Different from Applicant) NAME: �f}K. Assoc_ I-LC. NAME: I-Alt" � L,►u!� HANNA ADDRESS: l.). ADDRESS: I$oS S419S t?I S0,J%40 LA N1 1 IT7l Telephone Number: 631- 433` 9 o8 y Telephone Number: 63(- 7C,,S- 12.1 S Completed Applications can be picked up at the Engineering Department after being notified by the Department,or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 1 I"Envelope&Appropriate Postage. DATE: ©3-Z(a Property Address / Location of Construction Work: 1 Sc,s S>f,Ps tset i r. S C T M #: 1000 7q 03_ Lto 6 NY_ )11-7 t District Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created, and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows,Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed Sto wa r Review C ecklist. If No or NA are Indicated, Justification is Required. *** FORE GI E I DEPARTMENT USE ONLY **** Reviewed By Date: pproved: ❑ ddi nal Information Required: � „ CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST DATE: APPLICANT: (Property Owner,Design Profession Agent, ontractor.Other) GC—NAME: i�Q z�� A Kt✓H l.l.. S C T M *: 1000 99 3 -Iv Telephone Number: G31-4_-0-9o$y District Section Block Lot S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES NO NA If you need additional room for explanations,Please Provide additional Paper. a. Location & Description of Property Boundaries X b. Total Site Acreage. X c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (Minimum z Intervals) Ke _ 'srl kkq S ITE RkiLT I S FLAT W,Ttt 'KT4_W g. Location of all existing & proposed structures, roads, ' es 1cIkST o.F S.Mi- oF- Qo-4.(ZoJsTctt J S(_=FZ driveways, sidewalks, drainage improvements& utilities. SrTr.- PL.Anl h. Spot Grades& Finish Floor Elevations for all existing& x SF-F— 51 if- 19LRr\\ proposed structures. FX%smK\ 1}oUSF- to AS lii5 1. Location of proposed Swimming Pool and discharge ring. RA j. Location of proposed Soil Stockpile Area(s). ® NO S10L1L PILIN KZ J,Ze1) k. Location of proposed Construction Entrance/Staging Area(s). O SF_F Sl%t_ fL_PA►•k I. Location of proposed concrete washout area(s). 5F-E- 51 t' a._ L_NT'A M. Location of all proposed erosion&sediment control measures. IT.tz IOLA,hl 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate PLA ItAC_ on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. t 19 lot 3. Details&Sectional Drawings for stormwater practices are required for approval. I q471 IT Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. b. Construction Entrance&Site Access. 0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 d. Leaching Structures (e.g. infiltration basins,swales,etc.) FORM # SWCP Check List-TOS JAN 2014 ROOF DRAINAGE CALCULATIONS: ILANNA RESIDENCE - - -- - - -- -- ROOF AREA = 931 sq/ft SITE PLAN OF PROPERTY D-A.K ASSOCIATES uc A T 18 0 5 SHIPS DRIVE' '° °"� &°O�'cW CkWo*eno`'°'c " ftQ = Y V AxRxc ( A = 931 sq/ft TOWN OF SO UTHOLD 506MdnSkeet phorV. (631179-01 R = 2 RAINFALL = .17 ft SUFFOLK COUNTY, IVY ftlDIptonBeach WHY* iiia la (631)49-= C = COEFF. = 1.0 E" CMri888860olcom V = 931 x 1 x .166667 = 155.17 c.f. MAP OF L0 T 20 °ealoo 'Aimarangy LLCe fbnnoty EW15W DWm AnodaW.LLC WNERSHIP & USE OF DOCUMENTIM' x 155.17 CU. FT / 42.25 CU.FT./ VERTICAL FT. = 3.67 V.F. % USE (1) 8' DIA. POOLS 4'-0" DEEP = 169.0 CU. FT IN These drawings and specifications including the o ideas, design and arrangements represented 39� "BA Y.VIE W WOODS ESTATES ' therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed oo>> ALL LEADERS ON ADDITION TO BE PIPED TO NEW to others or used in connection with any work 8' DIA. x 4' DEEP LEACHING POOL WITH COVER. or project other than for which they have been prepared without written consent. S C. T. M. #1000- 79- 03-40 SCALE:' 1 "=10 ' 4FO AREA=22,172 SO. FT. or .509 ACRE �G w0� pir 0 MONUMENT cy • IRON PIPE �C�•C�5���a ti�' qNq r� No ! °Pc-s, RFyx � N'q4 FS 0 WORK NOTES: O 2 + - w �`5 •`� •`c� � ��, F GRADE P11' GCH � a� � �A � ..�./ AWrv�o� . �. ow o� H ' S, EOp O` ooh` 5 � �eeQ 63.6x•x L\ F. O.X\ PROJECT: �O wAS11FINF ADDITION Q TO THE HANNA RESIDENCE `ems 1805 SHIPS DRIV i SOUTHOLD, NEW Y AND DRAWING TITLE: RUSHED SITE PLAN FOR STORMWATER 03 4 MANAGEMENT (�Q ° SET: ISSUED FOR: Pmoveo FS- (10) PROPER DISPOSAL OF ALL WASTE, DEBRIS, HAZARDOUS AND TOXIC MATERIALS IS TO &mm C--� BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THE OWNER OF THE r 3—?IF'— 11ION. PROPERTY (IF NO GENERAL CONTRACTOR HAS BEEN HIRED), DURING CONSTRUCTION TO SEAL: DATE: TIL ALL INSURE THAT ALL LOCAL, STATE, AND FEDERAL LAWS ARE COMPLIED WITH March 26 PROJECT NO: r O PROJECT: �~ .� ADDITION �• wAsrE��"F TO THE HANNA RESIDENCE 1805 SHIPS DRIVE I SOUTHOLD, NEW YORK DRAWING TITLE: SITE PLAN FOR STORMWATER 2 c� l� MANAGEMENT V o SET: ISSUED FOR: DATE: • PROPER DISPOSAL OF ALL WASTE, DEBRIS, HAZARDOUS AND TOXIC MATERIALS IS TO hftoveo Fa- amm wmtc BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THE OWNER OF THE PROPERTY (IF NO GENERAL CONTRACTOR HAS BEEN HIRED), DURING CONSTRUCTION TOSEAL: DATE: March 26, 2014 INSURE THAT ALL LOCAL, STATE, AND FEDERAL LAWS ARE COMPLIED WITH PROJECT NO: 969-2014 CONTINUOUSLY. DRAWN BY: GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR MAINTAINING ALL RECORDS OF THE BDK CHECKED BY: TRUCTION SITE ACTIVITIES, INCLUDING BUT NOT LIMITED TO ALL INSPECTION REPORTS, SITE PLAN INFORMATION IS BASED SHEET NUMBER: TIONS OF THE RELEASE OR ACCIDENTAL DISCHARGE OF POLLUTANTS TO THE PROPER ON LAND SURVEY PREPARED BY )RITIES, AS DEEMED WITH THE USEPA GENERAL PERMIT. ALL MODIFICATIONS TO THIS RODERI CK VAN TUYL, P.C. si THAT HAS BEEN PROVIDED THAT IS DEEMED NECESSARY DUE TO SITE CONDITIONS LICENSED LAND SURVEYOR NUMBER: 'ECTAL CONSTRUCTION ARE TO BE REVIEWED BY THE ENGINEER AND APPROVED PRIOR (SURVEYED MARCH 27, 198 1) JAMES J DEERKOSKI PE 4CTING ANY CHANGES TO THIS DOCUMENT. ® D•A•B ASSOMIEI ¢c Vlv /// '-Ian—Nlnu IN 7 A I"1 I �, REScheck Software Version 4.5.0 Compliance Certificate Project Hanna Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1805 Ships Drive Larry Hanna Brett Kehl Southold, NY 11971 1805 Ships Drive DAK Assoc. LLC Southold, NY 11971 PO.Box 1675 631-765-2115 Southold, NY 11971 631-433-9084 Compliance: Passes using UA trade-off Compliance: 11.6%Better Than Code Maximum UA: 112 Your UA: 99 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Glazing Assembly or Cavity Cont. or Door UA Ceiling 1: Flat Ceiling or Scissor Truss 406 30.0 0.0 0.035 14 Wall 1:Wood Frame, 16"o.c. 461 19.0 0.0 0.060 18 Window 1: Wood Frame:Double Pane with Low-E 105 0.300 32 Door 1: Glass 54 0.300 16 Floor 1: All-Wood j oist/Truss:Over Unconditioned Space 406 19.0 0.0 0.047 19 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.Th$proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.5.0 and to comply with the mandatory requirements listed in the REScheck Inspection Chcklist. SU �r -, '3 211 Name-Title 51 a r Dat r'.,,.... of NEW yO v �C DEER�o'Q�' w W FOA 725 ROFESS\ON Project Title: Hanna Residence Report date: 03/27/14 Data filename: F:\Yantsos\Hanna Res.rck Page 1 of 1 GENERAL NOTES: 1. HAY BAILS WITH SILT BARRIERS SHALL BE PROVIDED DURING CONSTRUCTION AROUND ANY TEMPORARY STOCK PILING OF MATERIAL AND ALSO AROUND ROOF DRAINAGE CALCULATIONS: TL4iVNA RESIDENCE AM� \ PERIMETER OF CONSTRUCTION AREA IF RUN—OFF CANNOT BE CONTAINED -- -- ------ 0 WITH—IN THE AREA TO BE DISTURBED. (AS PER CHAPTER 236 OF THE STORMWATER MANAGEMENT CONTROL PLAN) SITE PLAN OF PROPERTYD °A°K ASSOCIATES Lw ALL WASH—OUT OF CONCRETE EQUIPMENT TO BE IN FOUNDATION BENEATH ROOF AREA - 931 sq/ft SLAB OR INTO DUMPSTER WITH A 4" SAND BASE TO PREVENT RUN—OFF. � A 18 05 SHIPS DRIVE � &OOm�iOlde�ipn.enpineeAnp.corwatlnp A x R x c 3) DRIVEWAY TO BE USED AS CONSTRUCTION ENTRANCE AND STAGING AREA. V — 4 JOBSITE SHALL BE CLEANED DAILY AND FREE OF ANY DEBRIS THAT CAN A - 931 sq/ft TO W1V� OF SO UTHOLD 506►Main street phone: (631)161-6071 R = 2" RAINFALL = .17 ft SUFFOLK CO UATT Y K 'Y WmthamptonBWCKNPYork IIM kx (631)Q-3354 BECOME A NUISANCE TO ANY NEIGHBOR. C = COEFF. = 1.0 Uki; CAmaolcom V = 931 x 1 x .166667 = 155.17 c.f. MAP OF LOT �0 oa.M„a�rrro�.LLC• MW OW .uc OWNERSHIP & USE OF DOCUMENTS: 155.17 CU. FT / 42,25 CU.FT./ VERTICAL FT. = 3.67 U.F. �r x/ USE (1) 8' DIA. POOLS 4'-0" DEEP = 169.0 CU. FT I-� `� These drawings and specifications including the (� ��o ideas, design and arrangements represented BA YVIE'W WOODS L'STA TES " therein, ore the property of D.A.K. ASSOCIATES, n� LLC. No part thereof shall be copied, disclosed y ALL LEADERS ON ADDITION TO BE PIPED TO NEW to others or used in connection with any work ��. 8' DIA. x 4' DEEP LEACHING POOL WITH COVER. or project other than for which they have been zz O�� S. C. 1 . M� #1000- 79- 03- 40 prepared without written consent._ SCALE. 1 "-10 ' 4Fo AREA=22,172 SO. FT. or .509 ACRE FG �F • A,r MONUMENT cy �o�- • IRON PIPE x RFF SFS WORK NOTES: •`� �� F, 19, L ANE OF +/- � GRADE �'17'C • •� / H � ,. LOT COVERAGE CALCULATIONS TOTAL LOT AREA - 22,172 SO. FT. • .��� �'�� \\ AN f EXISTING BUILDING AREA - 2730 80. FT. - 12.31 X LOT COVERAGE (MAX 207. ALLOWED) �(/ •�C� GjJ '�S�,,r, NEW BUILDING AREA INCREASE - 654 80. FT. - 2.95 X LOT COVERAGE TOTAL BUILDINC; AREA - 3384 SO. FT. - 15.26 X LOT COVERAGE (MAX 207 ALLOWED) /V 62 ��. (0* F ' X O,� � PROJECT: PEC M co J WA87-e'���NF TO THE GENERAL POLLUTION CONTROL MEASURES -�s HANNA � AS PER THE PROVISION SET FORTH BY THE UNITED STATES ENVIRONMENTAL PROTECTION RESIDENCE ACT GENERAL PERMIT, THE FOLLOWING STORMWATER, EROSION MANAGEMENT AND SEDIMENT n CONTROL MEASURES INCLUDING, BUT NOT LIMITED TO THE FOLLOWING ARE TO BE STRICTLY APPROVED AS NOTED 1805 SHIPS DRIVE ENFORCED DURING THE COARSE OF CONSTRUCTION AND LANDSCAPING. (5) A CONSTRUCTION SITE ENTRANCE AND DEPARTURE AREA IS TO BE CREATED TO DATE /* / g p # 3� � souTHOLD, NEW YORK PREVENT THE TRACKING OF SOIL AND DEBRIS ONTO PUBLIC ROADS. THIS IS TO NEE: BY NOTIFY BUILDING DEPARTMENT A.] DRAWING TITLE: (1) ALL EXISTING VEGETATION AND TREES THAT ARE TO REMAIN IN PLACE ARE TO BE REMAIN IN EFFECT UNTIL THE ENTIRE SITE HAS BEEN COMPLETELY LANDSCAPED AND 765-1802 8 AM TO 4 PM FOR THE SITE PLAN FOR FOLLOWING INSPECTIONS: PROTECTED BY THE MEANS OF CONSTRUCTION FENCE OR OTHER APPROVED MEANS TO ALL PARKING HAS BEEN EITHER PAVED OR COVERED WITH A MIN. OF 6" OF CRUSHED I. FOUNDATION-TWO REQUIRED STORMWATER FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, MANAGEMENT WOOD STAKE INSURE THEY ARE NOT DISTURBED DURING CONSTRUCTION. STONE. � STRAPPING, ELECTRICAL & CAULKING 44 O3 �' o 3. INSULATION WITH SILT SCREEN ATTACHED TO FACE (2) EXCAVATION AND ESTABLISHING A ROUGH GRADE IS TO BE DONE IN SUCH A MANNER (6) ALL RUNOFF IS TO BE RETAINED ON SITE IN ACCORDANCE WITH ALL LOCAL 4. FINAL-CONSTRUCTION &ELECTRICAL SET: ISSUED FOR: DA MUST BE COMPL ARE EXPOSED AND REGULATIONS AND APPROVALS. ALL INLETS TO STORM DRAINS ARE TO BE ETH AOR c.0. ° AS TO MINIMIZE THE EXTENT AND LENGTH OF TIME SUCH AREAS /�/ �/ ALL CONSTRUCTION SHALL �✓I�..ET THE 1/2 REBAR REOUIREMEN FS OF THE CCiDES OF NEAl UNSTABLE. ALL EXCAVATED AREAS TO BE LEFT FALLOW ARE TO BE SEEDED WITH A PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF DAMMING AND (10) PROPER DISPOSAL OF ALL WASTE, DEBRIS, HAZARDOUS AND TOXIC MATERIALS IS TO � YORK STATE. PJO7�RESPCiI�;:;'.ID�c��i '�FOR BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THE OWNER OF THE DESIGN OR CONSTRUCTION ERRORS. MIXTURE OF FAST GROWING SEED THAT IS SUITABLE FOR SOIL CONDITIONS. (TYPE OF SCREENING. SEED TO BE USED IS TO BE IN ACCORDANCE WITH SOIL CONSERVATION SERVICE (7) ALL MEANS ARE TO BE TAKEN TO MINIMIZE THE DUST DURING THE CONSTRUCTION. PROPERTY (IF NO GENERAL CONTRACTOR HAS BEEN HIRED), DURING CONSTRUCTION TO SEAL: DATE: RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 March : 2014 8 ALL EROSION CONTROL AND SEDIMENT BARRIERS ARE TO REMAIN IN PLACE UNTIL ALL INSURE THAT ALL LOCAL, STATE, AND FEDERAL LAWS ARE COMPLIED WITH PROJECT N0: OF THE TOWN CODE. 969-2014 RECOMMENDATION. ( ) CONTINUOUSLY. DRAWN BY: (3) ALL CLEARED AREAS SHALL INSURE THAT THE LENGTH AND ANGLE OF THE SLOPE IS LAND HAS BEEN PERMANENTLY STABILIZED. ONCE LAND HAS BEEN PERMANENTLY DF NEW Vp BDK THE GENERAL CONTRACTOR IS TO BE RESPONSIBLE FOR MAINTAINING ALL RECORDS OF THE Q"\�' �,DEERCHECKED BY: k MINIMIZED TO TO REDUCE RUNOFF VELOCITY AND CHANNELING. ALL RUNOFF IS TO BE STABILIZED STORM DRAIN SYSTEM IS TO CLEANED AS NECESSARY. `', p CONSTRUCTION SITE ACTIVITIES, INCLUDING BUT NOT LIMITED TO ALL INSPECTION REPORTS, SITE PLAN INFORMATION I S BASED JJD s, DIRECTED AWAY FROM SLOPED AREAS THAT HAVE NOT BEEN STABILIZED WITH GROUND (9) MAINTENANCE OF EROSION CONTROL SYSTEM IS TO BE CONSTANTLY MONITORED IN S * z SHEET NUMBER: r COVER. ORDER TO INSURE THAT THE INTEGRITY OF THIS SYSTEM IS MAINTAINED, ESPECIALLY VIOLATIONS OF THE RELEASE OR ACCIDENTAL DISCHARGE OF POLLUTANTS TO THE PROPER ON LAND SURVEY PREPARED BY BEING PERFORMED IN AREAS OF EROSION AUTHORITIES, AS DEEMED WITH THE USEPA GENERAL PERMIT. ALL MODIFICATIONS TO THIS RO �,� ��Q' (4) ALL RUNOFF AND SEDIMENT IS TO BE CONTAINED ON SITE AND NOT ALLOWED TO RUN AFTER HEAVY STORMS AND CONSTRUCTION BE RODERICK VAN TUYL, P.C. S1 SWPPP THAT HAS BEEN PROVIDED THAT IS DEEMED NECESSARY DUE TO SITE CONDITIONS LICENSED LAND SURVEYOR UOH LES AND ONTO NEIGHBORING PROPERTIES OR INTO PUBLIC ROADS AND DRAINAGE SYSTEMS. THE CONTROL. MAINTENANCE IS TO INCLUDE, BUT NOT LIMITED TO THE REPAIR OF SEDIMENT NUM HAY BA OR SPECIAL CONSTRUCTION ARE TO BE REVIEWED BY THE ENGINEER AND APPROVED PRIOR PE SILT SCREEN DETAIL USE OF SEDIMENT BARRIERS IS REQUIRED ALONG THE PERIMETER OF THE BARRIERS, CLEANING OF STORM DRAINS, REPLACEMENT OF HAY BALES AND REGRADING (SURVEYED MARCH 27, 198 1) JAMES J DEERKOSKI TO INACTING ANY CHANGES TO THIS DOCUMENT. ® D-A-K ASSOCIATES,ac ', CONSTRUCTION SITE THROUGH OUT THE ENTIRE PROJECT. AS NECESSARY TO PREVENT RUNOFF AND CHANNELING. GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION C 0 N T R A C T 0 R N 0 T E S 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND ---- ---- ---- ----- -IM - -- General Notes: REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. GENERAL NOTES: Wood: 2. FIRE SAFETY: T �(� 1. All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. D•A®K ASSOCIATES � ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, 2. All structural wood shall be in accordance with the national design specifications for wood construction - latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A ! FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. B. LOCKED AREA. ro�idemid �commeralaldeslpn•en�lneerinp•cor�uAffrq 3. Nailing sclhedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 506M*S1f99t631 761-6011 AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES a. AIII trusses shall be "shaped" as shown on architectural cross sections. . MATERIALS ARE TO BE KEPT AWAY FROM HEAT. WeslfhamplonBeach,Ne�wYak 11978 fmC (631)466-3354 1 MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. E40d' Ckm 'com SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. 5. Erect and brace trusses in accordance to truss plate institute recommendations. F. ALL ELECTRICAL POWER TO BE SHUT DOFF WHERE THERE ARE EXPOSED CONDUITS. oeerkosla,Amrl,IGerrAsodaros.LLC•krmerly 6attlEnd Dadw Aaociates,u 2. OWNERSHIP & USE OF DOCUMENTS: THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. NSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED a. AIII wood sheathing shall be plywood shall be in accordance with the American Plywood Association (APA) specifications. CONTRACTOR, AT ALL TIMES, TO ENSUIRE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS, OR ANY FLAMMABLE These drawings and specifications including the THE CONTRACTOR SHALL BE RESPO b. PI) continuous over two or more spans with grain of face plys across supports 3. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR GAS TO BE USED DURING CONSTRUCTItherein, are the property of D.A.K. ASSSOCISOCIrepresented ON. ideas, design and arrangements REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY corporation or equal. ASSOCIATES, OR DURING THE EXECUTION OF THE WORK. 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 4 THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: 8, Design vallues: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepared without written consent. 5. PLUMBING, ELECTRICALS, ETC. a. Framing Lumber: DF (north) No. 2 or better B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH E = 1 ,600,000 PSI C. HEAVY DROP CLOTHS. THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. Fv = 95 PSI Fb - 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE 6. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN ACCUMULATION. THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 9. Design vallues: a. Laminated Veneer Lumber (LVL): 7. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE E = 1 ,900,000 PSI 4. NOISE AFTER HOURS: DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. Fv = 285 PSI Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: SAM TO 6PM, MONDAY TO FRIDAY, 8. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. B. EXCEPT LEGAL HOLIDAYS. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH DEERKOSKI, ARM&KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. 9, LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION DEERKOSKI, AR;M & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO 'THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 10. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATERESOLUTION. INCONVENIENCES TO THE OTHER NEIGHHBORS.. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN 11 . REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND 6 SPECIAL SAFETY NOTES THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVIES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE HE WILL BE RESPONSIBLE FOR 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 12. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH CARRY OUT THIE 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 ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR RESOLUTION. SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE WORK NOTES: 13. DOCUMENT NOTES CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE JULY 27, 2011 THESE CONSTFRUCTION 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 AUG. 28, 2011 14. AGREES, TO TIHE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS TIME TO BE UNSAFE, HE SHOULD STOP WORFK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR FROM ANY CIJAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INIDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FIRE BLOCKING IS TO BE IINSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME SNOW DESIGN FROST LINE = DESIGN UNDERLAY- FLOOD WIND EXPOSURE CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. LOAD SPEED m h CATEGORY WEATHERING DEPTHTERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY 20 lbs/sgft 120 (mph) C SEVERE S-0 I MODERATE TO HEAVY I SLIGHT TO MODERATE 11 degrees YES 1984/1998 B NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS DESIGN CRI7ERIA FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS ALL SIMPSON HANGERS HP\VE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY (in pounds per square foot) EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. USES(s) ANID OCCUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD SHEATHING NOTES: ALL SHEATHING TO BE NAIILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST USE OCCUPANCY EXTERIOR BALCONIES 60 10 & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 `;SBC HIGH WIND EDITION. RESIDENTIAL R-3 DECKS (f) 40 10 TYPE 0)F CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 (1) SHEATHING TO BE NAIILED TO CCA SILL(2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 1n 10 (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAIILED TO TOP PLATE V B ATTICS WITH STORAGE (b,e) 20 10 NO SUBSTITUTIC]NS HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMSPROJECT: 40 10 All Framing hardware shown on these plans, HEIGHTr FIRE AREA SLEEPING ROOMS30 10 unless otherwise indicated, Is Simpson Strong-Tie. ADDITION No substitutions are approved or authorized, HEIGHT. BUILDING. TO THE THE VERTICAL DISSTANCE STAIRS 40 (c) 10 FROM GRADE PL/ANE TO UNLIMITED AREA Due t0 the relationships of framing hardware to HANNA THE AVERAGE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS (d) 200 (c) 10 the other components o� the structure, any framing OF THE HIGHEST ROOF AS PER TABLE 503 hardware substitutions will render these plans SURFACE = 14'-11 " AS PER SECTION 502 OF ROOF 20 L20 null and Vold, and will[ result In the installer/contractor RESIDENCE THE BUILDING CODE OF assuming responslloll,i ty for the design and NEW YORK STATE. performance of the entire system. a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. TOTAL HEIGHT FROM RIDGE TO GRADE 20'-6A" 1805 SHIPS DRIVE b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY SOUTHOLD, NEW YORK DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER ROOF DRAINAGE CALCULATIONS. ALL HOUSE FRA\MING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. DRAWING TITLE: ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN GENERAL NOTES ACCORDANCE WITH SECTION R802.10.1. ROOF AREA = 931 sq/ft PLUMBING RISER DIAGRAM e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS TABLE R402.2 V = A X R X c ROOF RUN-OFF CALCULATION MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE A = 931 sq/ft MINIMUM SPECIFIED R = 2" RAINFALL = .17 ft SET: ISSUED FOR: DATE: AREAS OF STRUCTURE COMPRESSION STRENGTH (a) (f c) C = COEFF. = 1.0 DECK TO BE REMOVED 406 sq. ft. TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL V = 931 x 1 x .166667 = 155.17 c.f. NEW CRAWL SPACE 406 sq. ft. SEVERE (b) EX. BASEMENT NA EX. FIRST FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER 155.17 CU. FT / 42.25 CU.FT./ VERTICAL FT. = 3.67 V.F. NEW FIRST FLOOR! 406 sq. ft. CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) USE (1) 8' DIA. POOLS 4'-0I" DEEP = 169.0 CU. FT EX. SECOND FLOOR NA SEAL: DATE: NEW SECOND FLOOR NA March 26, 2014 NEW BALCONY NA , BASEMENT SLABS AND INTERIOR SLAB ON 2500 (c) ALL LEADERS ON ADDITION 1T0 BE PIPED TO NEW NA GRADE, EXCEPT GARAGE FLOOR SLABS PROJECT NO: LOFT ATTIC HOUSE a I NA sq. ft. 8' DIA. x 4' DEEP LEACHING POOL WITH COVER. 969-2014 © COPYRIGHT 2014 DAK ASSOCIATES, LLC. DRAWN BY: ATTIC HOUSE b I NA BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED BDK GARAGE NA OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) UNDER FEDERAL COPYRIGHT LAW, pF ATTIC (GARAGE)(o) NA PLANS MAY NOT BE REPRODUCED WITHOUT NEW y CHECKED BY: BONUS ROOM NA WRITTEN AUTHORIZATION. ,�'�'���•�EER�.�'�,� JJD SCREENED PORCHES NA PORCHES, CARPORTS AND STEPS EXPOSED TO3,soo (d) f �� 1k SHEET NUMBER: THE WEATHER, AND GARAGE FLOOR SLABS ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF � SUNROOM NA D.A.K. ASSOCIATES, LLC. a w NEW DECK 152 sq. ft, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE n _z COVERED PORCHES NA C-17 G1 FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. COVERED ENTRANCE NA (a) AT 28 DAYS PSI No POOL HOUSE CABANA NA (b) SEE TABLE R301,2(1) FOR WEATHERING POTENTIAL Acceptance of these drawings does not authorize the right to build without �pR ES!�� OF ACCESSORY STRUCTURE NA (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT To FREEZING AND THAWING DURING the authorization of local governing agencies, such as Suffolk County Dept. DOB NUMBER: RAMP TO DECK 96 sq. ft. CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) of Health Services, Town Building Departments, DEC, FEMA, etc. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. Verify all conditions, Codes, and requirements with such agencies prior to JAMES J DEERKOS I P (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. construction. 0 D•A•K ASSOCIATES,Uk (a) WITHOUT STORAGE (b) WITH STORAGE SIMPSON STRONG— TIE CONNECTORS — SPECIFIED FOR CONSTRUCTION USE A MINIMUMH MTS 2 0 L_ T S 2 0 TWO 8d NAILS THIS SIDE OF TRUSS. _ M FASTENERS ALLOWABLE LOADS .2 LOAD LATERAL WITH TOTAL FOUR ° o ° MODEL GA UPLIFT UPLIFT (133ERAL WITH . CODE 8d NAILS _ _ _ ______ NO. TO AVGTO TO NAILS REF. INTO TRUSS °o RAFTERS/ PLATES STUDS ULT. (133) (160) F FZ (133& _ STU PROVIDE (1) HGA10KT ON o TRUSS TAKE-SIMPSON SIDE OF CEILING JOIST D A K ASSOCIATES ac NOTE: REFER TO SIMPSON WOOD CONSTRUCTION = _ TAKE—UP WASHER AND ON SIDE OF RAFTER m • H7 16 4-8d 2—Sd 8-8d 2991 930 985 400 5, 44 CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLATION PROCEDURES ,�_ _ •/— re>identld &aornrtledal deslpn•exlpineerlrp•consiAtkp H6 16 8-8d 8-8d 3983 915 950 650 5, 44 f DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS (133) ALLOWABLE UPLIFT LOADS (133) TWO o ° ART "x12 AM*SkW • I(631)767-691 (TOTAL) AVG LENGTH OF BOLT IN WOOD MEMBER LENGTH OF BOLT IN WOOD MEMBER CODE IN NAIL o p�,.,,�, INTO •• @5�1011� B9aCh, Yp�C 11� fax t� �[� MODEL GA s PLATES opo °• W 681 X66'3354 NO. MAX. CLEAR ULT. LFTA LFTA REF. • I .o o• L �• .. Ii�Mai: �.�IIIIO1.GOfl1 L QTY DIA 1 2" 2 " 3" 3} 1 " 2' 2 „ 3" 3�„ • Dee11o0sid Artn 3 KAti AmOdCflS.LLC• East Er1d AssOCfOtes•LLC WIDTHSPAN EIGHT S P 4 8d NAIL INTO LFTA 16 2J" 17" 38J"16-10d — 4200 1205 1400 5, 44, 85 STUD OWNERSHIP & USE OF DOCUMENTS: o 0 DOUG-FIR LARCH / SO. PINE oo These drawings and specifications including the FASTENERSZ ALLOWABLE UPLIFT LOADS AVG 10d 10d x 1k" CODE C ideas, design and arrangements represented MODEL L ULT. REF. LFTA L_ S T A 21 °° therein, are the property of D.A.K. ASSOCIATES, NO. 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 1 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 1}' 3116 1000 840 1000 3, 41, 128 ART "x12 ° Sirlpson Strong-Tie o HGA10 Jo LST20 20 12-10d 12-10d x 1 2383 775 720 720 3, 41 CNW- COUPLER NUT DETAIL "E" Equal number ofl, DOUG-FIR-LARCHS0. PINE CODE TYPE OF DIRECTION specified nails n ALLOWABLE LOADS REF. MODEL CONNEC- OF LOAD FLOOR ROOF (133/ each e n d son Strong-Tie DETAIL "K" N0. TION (100) 125) 160 I•, CS 6 G 515 645 670 LTP4 5 J 1 515 645 670 6, 39, 97 DETAIL "H" H 1 515 645 670 MATERIAL DIMENSIONS FASTENERS ALLOWABLE TENSION LOADS""'(DF/SP) (133) HOLDOWN HOLDOWN ARTS-x12 STUD DEFLECTION DEFLECTION CODE STU 8 — MODEL MACHINE AVG LENGTH OF BOLT Y,3 AT HIGHEST AT HIGHEST REF. �SIMPSON N0. ULT. IN VERTICAL WOOD MEMBER ALLOWABLE ALLOWABLE AN BOLTS LOAD DESIGN 00 TAKE-UP TAKE-UP WASHER BASE BODY H64 SB W H B So CL DIA5'a DESIGN WHEN RAISED OFF o QTY DIA 14" 2" 24" 3" 3J" 51" LOAD THE SILL PLATE o 0 0 HD2A 16 12 44" 2J" 218 21% 1 1i�6 2 9� 12150 1555 2055 2565 2775 2775 2760 0.058 0.077 2, 43, 82 0 0 ARTS"x12 MODEL DIMENSIONS FASTENERS ALLOWABLE UPLIFT LOADS . I L NO. AVG W L STUD PLATE ULT. (133) DF / SP (16 0)' RODE SP4 3a" 74" 6-10d x 13" 2917 735 885 7, 40, 127 m 0 MODEL DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE oo WORK NOTES: NO. GA yy L NAILS R (133) (160) REF. 011c,o LSTA21 20 1 " 21 16-10d 905 1 1205 1295 1 7, 40, 90 0 DIMENSIONS FASTENERS (TOTAL) ALLOWABLE TENSION LOADS CODE Simpson S t r o n T i e NO. GA W L NAILS 100 R (133) (160) g LUS46 MSTA24 18 1 14" 24 1 18-10d 1 1025 1 1370 1640 1 7, 40, 90 MODEL TOTAL FASTENERS ALLOWABLE TENSION LOADS NAIL CODE N0. L END GA CUT LENGTH (TOTAL) � z SPACING REF. HD2A (LENGTH L (100) (133 / 160) oc. OF ROLL IN A ROW NOTE: ALL HANGERS TO BE USED ON THIS PROJECT Sim Strong-Tie CS16 150' 14" 16 1 CLEAR SPAN +31" 28-8d 1235 1650 2J" 7 40 90 ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED. FAILURE TO COMPLY WITH ALL NOTES MODEL DIMENSIONS FASTENERS ON —FIR A H PIN ON THIS PLAN WITHOUT WRITTEN AUTHORIZATION NO. GA W H B HEADERS JOISTS AVG UPLIFT FLOOR 100 SNOW 115 ROOF 125 CODE BY A LICENSE PROFESSIONAL ENGINEER, PLACES DETAIL "F" 10d 16d ULT. (133)(160) 10d t6d 10d 16d 10d 16d REF. ALL LIABILITIES ON THE CONTRACTOR. LUS46 18 31%" 4J" 2 4-16d 4-16d 6076 1140 1160 —1000 — 1150 — 1250 7, 40, 127 DETAIL "I" STU 8 — HUS210-2 14 3J91 2 8-16d 8-16d 6076 1755 2105 —1650 — 1900 2065 1, 36, 84, 122 ART8•x12 SIMPSON DOUG_ TAKE-UP WASHER ALLO FASTENERS UPLIFT LATERAL CODE MODEL AVG UPLIFT (133/160) REF. N0. GA ULT. TO RAFTERS TO PLATES TO STUDS (133) 1 (160) F Fz 160 HGAIOKT 14 4-SDS}"x1I" 4-SDSJ"x3" 1 1523 435 1 435 1 1165 1 940 CNW- SP4 COUPLER NUT USE A MINIMUM OF CNW- STU 8 — TWO 8d NAILS THIS SIDE OF TRUSS, COUPLER NUT SIMPSON TOTAL FOUR /• SE A MINIMUM OF g_ TAKE—UP WASHER 8d NAILS TWO 8d NAILS THISMTS 16 SSTU IMPSON L S T A 21 SIMPSON INTO TRUSS SIDE OF TRUSS. MTS 1 6 TAKE-UP WASHER Strong-Tie TOTAL FOUR /. � � H D 2 A 8d NAILS L S T A 21 HUS 210-2 INTO TRUSS PROJECT: TWO 8TD AIL o $" ANCHOR BOLTS ADDITION PLATES o9 EIGHT-' TWO i 8d NAIL ° TO THE 8d NAILS INTO INTO DETAIL "A" STUD Simpson Strong-Tie PLATES o H7 EIGHT ® DETAIL J HANNA 8d NAIL DETAIL "D" DETAIL "G" �� �► INTO ° STUD Simpson Strong-Tie H7 Simpson Strong-Tie RESIDENCE LFTA •°� ROD SYSTEM LFTA LFTA 1805 SHIPS DRIVE BP SOUTHOLD, NEW YORK DRAWING TITLE: SIMPSON WINDLOAD CHARTS & CALCULATIONS LTP4 & DETAIL "Ll"LTP4 STRONG-TIE DETAILS LTP4 SET: ISSUED FOR: DATE: I DETAIL "C" • Simpson Strong-Tie ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. Floor-to-Floor Connections SHEATHING NOTES: 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: FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. March 26, 2014 PROJECT NO: LTP4 DETAIL "B" (1) SHEATHING TO BE NAILED TO CCA SILL 969-2014 LTP4 (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM DRAWN BY: Simpson Strong-Tie (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES BDK (4) SHEATHING TO BE NAILED TO TOP PLATE Floor-to-Floor Connections CHECKED BY: NO SUBSTITUTI❑NS ��F NEW yon JJD SHEET NUMBER: All framing hardware shown on these plans, unless otherwise indicated, is Simpson Strong-Tie. * �� No substitutions are approved or authorized, Due to the relationships of framing hardware to the other components of the structure, any framing hardware substitutions will render these plans null and void, and will result in the installer/contractor JAMES J DEERKOSKI PE ® D•A•K me assuming responsibility for the design and AS90QA1ffi, performance of the entire system, ---- ---- ---- --- --------- (2)2x8 ACQ I�1 (2)2x10 ACQ (2)2x8 ACO 4" PC. Slab Girder —� W/6z610/10 ------ Girder Flush Girder 2x8 ACQ Floor Joists-16" Girder D®Aa K ASSOCIA'T'ES LW 2x8 ACQ Floor Joists-17Below reddenlld &comnwda1deftn•eWnmWhg.cornaAlk�p 12" Sona Tubes 12" Sona Tubes Tubes Min 3'-0" Min 3'-0" A " Below Grade Below Grade ade 506M*Street 631 767-60%1 fthwoon Beach,New Yak 11978 fmc 1631)466-3354 9, &W: CkffMffiftollcom Verify in Field Demkoft Arm&KeN Aaodates,LLC• EW End DedW Amckfim,LLC 12" s4"x 6" Trex Decking Top Rail OWNERSHIP & USE OF DOCUMENTS: 7' 11, 11'-11" 11'-11' S 4z4 ACQ Post These drawings and specifications including the 12" Sona Tubes 12" Sona Tubes 12" Sona Tubes Min 3'-0" Min 3'-0" Min 3'-D° �"x 6° Trex Decking Tap Rail ideas, design and arrangements represented Below Grade Below Grade Below Grade 54 z 6" Trex Decking therein, are the property of D.A.K. ASSOCIATES, or Equal LLC. No part thereof shall be copied, disclosed (2)2x8 ACQ Girder 2x83 ACQ Floor Joists-16"oc. 2x8 ACQ Floor Joists—16"oc• 2x8 ACQ Floor Joist-16"oc. to others or used in connection with any work 12" Sana Tubes o ¢ `¢ -e 4" PC. Slab or project other than for which they have been Min 3'-0" CO x i o _E! iN i W/6x6 10/10 in prepared without written consent. Below Grade u) 12" Sana Tubes 16"x8° Ftg.. Min. N" 16'x8" Ftg. Min. WWM (2)2x8 ACQ Girder o Min S-0" 3'-0" Below Final 3'-0" Below Final ___zSimpson Anchor Below Grade uu Grade. —ICU Grade. r;iN Strap 0 1" `o `o Note: Top of Decking AOD � 12 To Be Flush With House 12" Sona Tubes Floor Elevation. Cy Q Min S-0" %'x 18' Anchor "x 18° Anchor 8" CMU or PC `r %°x 18" Anchor 8" CMU or PC Below Grade �1' 1 Bolts 0 2'-O"oc. Bolts 0 2'-0"oc. Walls. Bolts 0 2'-0"oc. Walls. 27'-B" " Deck (2)228 ACQ Girder _ 2° PC. Slab 2" PC. Slab 4" 4" Detail 12" Sona Tubes a Min 3'-0' " 8' CMU or PC Below Grade 4" Walls. New N 8" CMU or PC 0 16"x8" Ftg. Min. Walls, �� '� 3'-0" Below Final � Crawl Space i cY K' r° Q Grade. oxoo � 16'x8" Ftg. Min. cN %"x 18° Anchor o %"x 18" Anchor 3'-0" Below Final 1' 1 Bolts 0 2'-0"oc. Bolts 0 2'-0"oc. Grade. 12" Sona Tubes Min 3'-0" 13/4"x V LVL House Beam 13/"x 9y" LVL House Beam Below Grade _ (2)2x8 ACQ Girder _ (Bolted to Box Bm. 0 2'-0"oc.) (Bolted to Box Bm. 0 2'-0"oc.) WORK NOTES: _ a \ I . . .. . j I Insure New Foundation is 2' " Provide 36" Wide Access Provide 36" Wide Access 2" Wider Outside the Interior Down To the Crawl Space Down To the Crawl Space Insure New Foundation is Wall to Allow for 2x6 Construction Family Slab To Provide Access And Slab To Provide Access And 2" Wider Outside the Interior (Verify The Location of the New Room HVAC Ducting Access. HVAC Ducting Access. Wall to Allow for 2x6 Construction Crawl Space Walls) Wall Kitchen Wall (Verify The Location of the New Crawl Space Walls) ■ E�cistin Exlstln Basement Basement i Existing 3Y2' Stl. Existing 3Y2" Stl. Existing 3Y2' Stl. Columns on 24"x24"x12" Columns on 24"x24"x12" Columns on 24"x24"x12" Conc. Footings. Conc. Footings. Conc. Footings. Existing (3)2x8 Girder Existing (3)2x8 Girder Existing (3)2x8 Girder PROJECT: A Exist in ADDITION 301 Basement TO THE Existing HANNA Gara a Existing RESIDENCE Basement 1805 SHIPS DRIVE SOUTHOLD, NEW YORK Existing Covered Porch DRAWING TITLE: EXISTING FOUNDATION PLAN EXISTING FIRST FLOOR PLAN SET: ISSUED FOR: DATE: SEAL: DATE: March 26, 2014 PROJECT NO: 969-2014 DRAWN BY: OF NE4 BDK © COPYRIGHT 2014 D.A.K ASSOCIATES, LLC. .�P�5�. DEER y0p CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ��. �0 JJD UNDER FEDERAL COPYRIGHT LAW. * * SHEET NUMBER: NOTE: PLANS MAY NOT BE REPRODUCED WITHOUTF3a w ALL ANCHOR BOLTS FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE WRITTEN AUTHORIZATION. z ' z ARE TO HAVE 3x3 BASE FRAME oA o 07250 Al 01 PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD F ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF �F ti 2 ti c� HERS. SIMPSON CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. D.A.K. ASSOCIATES, LLC. WAS ( ) THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE ROSE � P PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB NUMBER: 01- NOTE: FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEER VKI PE BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building BAYS PARALLEL TO EACH OTHER FROM Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D•A•K ASSOCIA ac EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9%" LVL HEADERS agencies prior to construction. A D®A 0 K ASSOCIATES Lwredit did a,commwdal defog•«a�no•aonKft c 301 10 01 37 506 Moir Sheet phone: (631)767-6071 Westhampton Beach,NW Yolk 11918 bC (691)46-3354 9 E44 CMI'I00IL0001 —6' Ot 10 Ot to- —6" Deerkoft Mn a Kerr/lssodabs,LLC.Wnw1hy east End Deft Assodates,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, New LLC. No part thereof shall be copied, disclosed to others or used in connection with any work 5, 01 or project other than for which they have been Ram117)U —IN prepared without written consent. ,I( u) 2 SM 2 SM 52" New T 1 4 TW 4 TW21042 TW21042_ Deck (2)2x10 Header (2)2x10 Header (2)2x10 Header N LO O I N Lr) � o Provide New Flooring o CXDo (Verify with Owner) _ C"iN OU U O O O L� O O o co New = N 34• Subfloor to Align with Top of N N N N s Existing Y" Subfloor 4' Deck 0New r, Sunroom- 1 52" 52" 8'-1" WORK NOTES: 5 y" x 18 Flush Header 5 Y" x 18 Flush Header Existin Existing - Existin Existin Existin Laund Bath Dein Kitchen Dining Room Room Room L LJ Exist"n Bed Rooms PROJECT: Existing Existing ADDITION 301 TO THE ExistingLivina Foyer HANNA Gara a Room RESIDENCE 1805 SHIPS DRIVE SOUTHOLD, NEW YORK Existing Covered Porch DRAWING TITLE: EXISTING SECOND FLOOR PLAN EXISTING ROOF PLAN SET: ISSUED FOR: DATE: SEAL: DATE: March 26, 2014 PROJECT NO: 969-2014 DRAWN BY: BDK © COPYRIGHT 2013 D.A.K ASSOCIATES, LLC. �`� of NEW CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �"�� DEER YD,Q JJD UNDER FEDERAL COPYRIGHT LAW. SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT 2 a NOTE: UJ ALL ANCHOR BOLTS WRITTEN AUTHORIZATION. ARE TO HAVE 3"x3" BASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF 2 �" Al 0 2 HE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME PLATES TO BE USED AS OF NEW YORK STATE, AND TD.A.K. ASSOCIATES, LLC. s CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE WASHERS. (SIMPSON) PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. FES P NUMBER:DOB NOTE: FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEER OSKI PE BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building " BAYS PARALLEL TO EACH OTHER FROM Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such ® D•A•K ASSOCIATES,uc EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)1%"x 9%" LVL HEADERS agencies prior to construction. D•A•K ASSOCIATES Lw redden id a commmdal deftn•woromdna•cormAting 506 Main Street phone: 16311767-071 Westhampton Beach,NewYark 11478 faX (631)49-M A E4d: CAan888faolcom 301 Deatoft NM a Kehl Amckftt LLC a fbffnaly fte End Dado AwcWw,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, NeYIY�u� 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 Rampprepared without written consent. New Deck New Roof New Deck WORK NOTES: Exi-sting Existing Existing Laundry Bath Dinin Room Room Room Existing Bed Rooms PROJECT: w Existing Exists ADDITION 301TO THE Exlstln Uvin Foyer HANNA Gara a Room RESIDENCE 1805 SHIPS DRIVE SOUTHOLD, NEW YORK Existing Covered Porch DRAWING TITLE: NEW FOUNDATION PLAN NEW FIRST FLOOR PLAN SET: ISSUED FOR: DATE: SEAL: DATE: March 26, 2014 PROJECT NO: 969-2014 DRAWN BY: QF NEW YQ BDK © COPYRIGHT 2014 D.A.K ASSOCIATES, LLC. CO DEi R �'� CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED �s� JJD UNDER FEDERAL COPYRIGHT LAW. * w SHEET NUMBER: NOTE: PLANS MAY NOT BE REPRODUCED WITHOUT J BOLTS WRITTEN AUTHORIZATION. 1W ALL ANCHOR B ARE TO HAVE xBASE FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF `�F��n, o�1 A1 03 PLATES TO BE USED AS OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME D.A.K. ASSOCIATES, LLC. CONSTRUCTION MANUAL ) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE WFCM WASHERS. (SIMPSON) ( PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. DOB Nu OF NOTE: FLOOR JOISTS ARE TO BE SOLID NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE BLOCKED 48" oc. FOR FIRST TWO FRAME FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. of local governing agencies, such as Suffolk County Dept. of Health Services, Town Building ® D-A-K ASSOQATffi,vc BAYS PARALLEL TO EACH OTHER FROM Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such EACH END OR SIDE OF HOUSE NOTE: UNLESS OTHERWISE NOTED ALL HEADERS ARE TO BE (2)13/4"x 9%" LVL HEADERS acIencies prior to construction. D®A m K ASSOCIATES LLC reddened a commWdal demon.endneWno•cornunrm 506 Main SW phone: )631)161-6011 Waftmpfon Beach,New Yak 11918 fcDc )691)466-3354 RM. CMrraol= DewkwK Ann&KM Anodalm u.0•faiialy rW&W DadgnAnockdw,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 FEprepared without written consent. TW2842 TW2842 TW2842 TW2842 TW21042 TW21042 TW21042 TW21042 TW21042 TW21042 REAR ELEVATION_ SCALE: 1/4"=1'-0" WORK NOTES: FIFU T 2 2 -- - TW21042 TW21042 PROJECT: ADDITION RIGHT ELEVATION- TO THE HANNA SCALE: 1/4"=1'-0" RESIDENCE 1805 SHIPS DRIVE SOUTHOLD, NEW YORK DRAWING TITLE: ELEVATIONS SET: ISSUED FOR: DATE: SEAL: DATE: OEMarch 26, 2014 PROJECT NO: a TW 46 1969-2014 DRAWN BY: 0F D NEW Y� BDK © COPYRIGHT 2014 D.A.K ASSOCIATES, LLC. �, �°' EER'�o�� CHECKED BY: FwcB 611 ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED JJD UNDER FEDERAL COPYRIGHT LAW. '` w SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT z WRITTEN AUTHORIZATION. �O ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF ®� °' o D.A.K. ASSOCIATES, LLC. Sk N LEFT ELEVATION THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. NUM 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•B A3901I nc Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such aclencies prior to construction. REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS 00 D-A e K ASSOCIATES ac reaaenW a commercial dedpn•enpineednp•corriulltnp 506 Mon Street phone: (6311767-6071 Westhampton Beach,New Yak 11978 faoc (631149-3W M: CM W880ool.c om 1 awkoft Ann&lceN Auodates,LLC•fainaly rpt End Dedgin Auoaares,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 Ridge Vent prepared without written consent. rovide Hurricane Strapping as Per NY State Code Verify Height of Chimney Meets NYS. Code. New 2x12 Rafter Nailer Remove Existing Roof Shingles and Plywood to Allow for Proper Air Circulation. New 2x10 Rofters 16— oc Provide Hurricane Strapping as Per NY State Code Exi stI n New 2x6 Kneewall /� � Match Existing Roof Shingles —� — 3D LB Felt Attl c New 2X10 Rafter (provide ice and watershield at all valleys, hips, starter and ridge locations) s— 16 oc. X" CDX Plywood Roof Sheathing WORK NOTES: Provide Hurricane Strapping as Per NY State Cade New 5)14 x 18" Flush Header Provide Hurricane Stropping as Per NY State Code New 2x8 Ceiling Joists — 16"oc. Match Existing Fascia /Rakes Provide Over—the—Top Hangers \12" Vented Soffits(Match Existing) To Carry Ceiling Joists and Rafters (2)2x6 Top Plates Fur out wall 2' Existin Exisfinq New • Provide (4)226 Jacks Match Existing Siding 30# Covered House Sun room 2x6 Felt 2x6-16" ac wall studs 1/2" G.W.B. w/Vapor Barrier Porch Provide 134" z 9Y2" LVL House Beam %"" CDX Sheathing (Match Existing) R-19 Insulation %" CDX Subfloor to Align with Tog) of 2x6 Studs 16"oc. Existing V" Subfloor 2x6 Shoe 9J" Perimeter Beam PROJECT: TJ1110 x 9 Y" Floor 'Joists 16'oc. Provide Hurricane Strapping as Per NY State Cade ADDITION 2x6 ACQ Sill Joist HangerNew J"x 18' Anchor bolts 24"oc. ------- Sill Seal / Termite Sheild TO THE Note: Height of New Foundation To Be Lower Than ExistingCrawl HANNA (Verify Height In Field) Provide 2" 8" CMU or PC Provide Access PC. Slab Walls. (Min, of 2) Space, RESIDENCE ■ Existing 16"x8"Below Min. Existin Grade Below Final Grade. Basement Basement 1805 SHIPS DRIVE SOUTHOLD, NEW YORK DRAWING TITLE: CROSS SECTION A SET: ISSUED FOR: DATE: CROSS SECTION A SEAL: DATE: _ 301 March 26, 2014 PROJECT NO: SCALE. 1/2" 1'_011 969-2014 DRAWN BY: OF NEW BDK © COPYRIGHT 2014 D.A.K ASSOCIATES, LLC. DEER��Yp CHECKED BY: ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ���'�`' �`r JJD UNDER FEDERAL COPYRIGHT LAW. SHEET NUMBER: PLANS MAY NOT BE REPRODUCED WITHOUT w WRITTEN AUTHORIZATION. 2 �' z ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF J'FQ tia 07 ,coo A301 D.A.K. ASSOCIATES, LLC. A THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE —'VO PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. 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-L AS50QA'1ffi,ac Departments, DEC, FEMA, etc. Verify all conditions, codes, and requirements with such agencies prior to construction.