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HomeMy WebLinkAbout41134-Z ��o�gUEF04CpG� Town of Southold 11/17/2017 P.O.Box 1179 a • 53095 Main Rd Southold,New York 11971 CERTIFICATE,OF OCCUPANCY No: 39351 Date: 11/17/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1225 Mason Dr, Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-5-34 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/28/2016 pursuant to which Building Permit No. 41134 dated 11/2/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING COVERED FRONT SECOND STORY BALCONY AND GARAGE WITH STORAGE ABOVE TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Krug,Meredith of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41134 10-31-2017 PLUMBERS CERTIFICATION DATED 11-04-2017 D s Frank t o ' Signature gUFFnt TOWN OF SOUTHOLD BUILDING DEPARTMENT cc 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#: 41134 Date: 11/2/2016 Permission is hereby granted to: Krug, Meredith 239 Kensington Rd Garden City, NY 11530 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 1225 Mason Dr, Cutchogue Q SCTM # 473889 Sec/Block/Lot# 104.-5-34 Pursuant to application dated 9/28/2016 and approved by the Building Inspector. To expire on 5/4/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,254.40 CO -ADDITION TO DWELLING $50.00 Total: $1,304.40 kh ,, tding I ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 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: 2 2 M A 5d"i fLt Ct/f ® U y 'P House No. Street Hamlet Owner or Owners of Property: ✓l c I h,�✓�/1` Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Lft� Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ scant Signature pF SO���®� 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 o �® roger.richert(a)-town.southold.ny.us �ycoto,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Meredith Krug Address: 1225 Mason Drive city,Cutchogue st: New York zip: 11935 Building Permit#. 41134 Section: 104 Block: 5 Lot: ' 34 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Twin County Electric License No: 42531-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 47 Ceiling Fixtures 8 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 13 Wall Fixtures 11 Smoke Detectors 4. Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 48 CO Detectors Sub Panel A/C Blower 2 Range Recpt 50A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 200A Switches 55 Twist Lock Exit Fixtures �] TVSS Other Equipment: 200A Overhead Service, 3- Exhaust Fans, 3- Paddle Fans, 1- Range Hood, 9 ft. Plug Mold, 6- ARC Fault Circuit Breakers. 1- GFCI Circuit Breaker. Notes: Inspector Signature: Date: October 31, 2017 0-Cert Electrical Compliance Form.xls pF SQ!/��0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �@ Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLU CERTIFICATION Date:��� Z 1 Building Permit No. Owner: - - I ` (Please print) Plumber• G�� �.� � �� (Please print) # I certify that the solder used in the water supply system contains less than 2110 of I% lead. (Plumbers Signature) Sworn to before me this INI(jJ day of A , 20_� I � Notary Public, CountyD D JOHN E.STUMPF ,.OTARY PUBLIC,Stateot New Yodc NOV 1 2017 M.01ST6162551 (]u8lifiad in P aWZU COUntY comrn"ion Expires$ wmber 18,20L BIJMDIM;�11;PT• TOWN OF SOUTHOLD i CONSENT TO INSPECTION ' �e�'1` P1 & the undersigned, Owners) Name(s) ` do(es) hereby state; That the undersigned (is) (are) the owner(s) of the premises in the Town of Southold located at �a02A-,:F-L-on.C41 K_�71 which is shown and designated on the Suffolk County tax map as District 1000, Section Block Lot That the undersigned (has) (have) filed, 'or caused to be filed, an applica- tion in the Southold Town Building Inspector's Office for the following: r ` "C3,-c VC-11!�rJ `CJS✓V That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon, to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, , rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained In the conduct of such inspections may be used as evidence in subsequent prosecutions for vio- lations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: Ila, � �(p (signature) (print name) (signature) (print name) tOf SOUIy� coutm,� 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: jh O , 1 DATE INSPECTOR aOF SOUlyolo N o • a eOUNi`1,� TOWN OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPECT- 10N [ ] FOUNDATION IST [ ROUGH PL13G. [ ]. OUNDATION 2ND [ ] INSULATION [ ' FRAMING TRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] ' FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: k*4164iw, t Vrt,, D k I�Vt +A-2�g- i k*,wek._Kr�) kit .4k w,nl'w) k 4 1. Ply a DATE 1111 INSPECTOR SO(/ryolo • �o cOUM`l,a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION T-1-4ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) RE MARKS: DATE �j INSPECTORV4 y oF Sol/p, cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ UGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAM NG / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRIC (ROUGH) [_ ] ELECTRICAL (FINAL) REMARKS: f1 �lv C r oe a6vi E DATE INSPECTOR OF SOUTyolo cOUNI`I,�`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: > -7 �� DATE 1 dl// INSPECTOR �o��OF SOUlyO� cOUNi'I,ac� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ rSLATION U FRAMING / STRAPPING [ NAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REM RKS. ko2id f nil vlovoq�-i � F" DATE ld INSPECTOR John E. Stumpf PC. Architects •Engineers • Land Surveying 725 Franklin Avenue Garden City,N.Y. 11530 PHONE: (516)877-0400 FAX: (516)746-8622 http://www.blvdplan.com Nov 4 2017 Dept of Planning and Development Town of Southold 54375Main Road- Southold NY 11971' Att Mr John Jarski Sr Plan examiner - RE Krug Res 1225 Mason Drive Cutchogue Ny 11935 Permit 41134 Dear Mr Jarski, Please be advised that I personally place the required type 5 F sticker on electric meter on 10 31 17 Sincerely Ya 3 � � „ ;,;+ ` ohn E �c®F NE�d D D NOV 15 2017 BUILDPTG Dom. TOWN OF SOUTHOLD John E. Stumpf PC. Architects •Engineers • Land.Surveying 725 Franklin Avenue Garden City,N.Y. 11530 PHONE: (516) 877-0400 FAX: (516)746-8622 http://www,.blvdplan.com Nov 4 2017 Dept of Planning and Development Town of Southold 54375Main Road Southold NY 11971 Att Mr John Jarski Sr Plan examiner RE Krug Res 1225 Mason Drive Cutchogue Ny 11935 Permit 41134 Insulation Certification as follows Attic/Ceiling second floor r-49 closed cell foam Exterior walls r-19 closed cell foam Crawl space floor above r-31 closed cell foam Basement ceiling r-19 Fiberglass Batt Box sill band joist rim joist r-19 closed cell foam Installer Cary Insulation 631 218 9350 Sincerel Yours, Jolie , zm 021 oF r1 D Nov 1 5 2017 T®Wrq OF SOUTHOLD F FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(18T) H ----------------I------------------- FOUNDATION(2ND) t� All ( V.`� 's ROUGH FRAMING& U �� W PLUMBING l ea�i o �ldvr/ o F/ t --wr�1� INSULATION PER N.Y: ! 0 ��b✓� « crow _ y STATE ENERGY CODE f !u 3rMfg w F�io - %-.001 �.- FINAL 611' Loz!K k 4- k*2w ADDITIONAL COMMENTS X a � Z a lJ - Wy L J b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECK BUILDING DEPARTMENT LIST Do you have or need the following,before applying? TO WN Id<ALL Board of Health SOUTHOLD,NY 11971 TEL: (631) 765-1802 4 sets of Building Plans FAX: (631) 765-9502 ' Planning Board approval SoutholdTown.NorthFo rk.net PERMIT NO. Survey Check Septic Form N.Y.S.D.E.C., Trustees C.O.Application Examined 20_[� Flood Permit Single&Separate Storm-Water Assessment Form l �, Contact: -Approved 20 Mail to: Disapproved a/c Phone: Expiration ",20 But m sp ctor D PLICATION FOR BUILD ING PERMIT SEP 2 S 2016 Datej!t— K V' , 20 I& INSTRUCTIONS a. ThBUALMGIM be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of 1�� �le.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 ofthe'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 ns inspectio . dM���2.ECJr'Rt KILc�q ,2cG�lNC�F, P G T' 6ro/ AnCatureof applicant or name, if a corporation) 1 ZS' 62.4w/u,/4 M AyF. 9 �z�l;nc C ly N (Mailing address of applicant) �ts•3J State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (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. 2.7 17 E�7 14 Plumbers License No. Electricians License No.- Other Trade's License No. 1. Location of land on which proposed work will be done: I22S AA SOJ Ot2l /F Gvreyu 9 t/e House Number Street Hamlet County Tax Map No. 1000 Section _ Block E Lot Subdivision �} ,4 Filed Map No. �( Lot A14 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy i T,q ll ,y b. Intended use and occupancy r-.44 t f ,qo,J-A L 3. Nature of work(check which applicable):New Building Addition ✓ Alteration ✓ Repair Removal Demolition Other Work (Description) 4. Estimated Cost (OS,Doo Fee ® (To be paid on filing this application) 5. If dwelling, number of dwelling units 6 Number of dwelling units on each floor If garage, number of cars 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. A4. 7. Dimensions of existing structures, if any:Front Rear Depth Z z'0 Height_ /g=o^ fzfoge Number of Stories / Dimensions of same structure with alterations or additions: Front 3°0�'o'' Rear ,� .-i Depth Height , 2g` rooT Number of Stories Z 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front_ ��,'�4• Rear ��r �� Depth I X07, So : 10. Date of Purchase /11 I Name of Former Owner '2 11. Zone or use district in which premises are situated l2iZS. 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO t//Will excess fill be removed from premises? YES NO A--' gaz�G(ri R s c7 . 14.Names of Owner of premises_J .Mf f F01-1W X#- ddress 1,3`l K 1A 51 Agfo,3 Phone No. S l X31 o" - 5781/ S CName of Architect_.1aAn 5-ramp` Address_ phone No -r '4 Name of Contractor i vtrt-WA-' a Ln-)1Jnti'4 Address g hE,-j c'*t r(a-3v2 0 . rhonc No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO 1--' * 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 * IF YES, D.E.C.PERMITS MAY BE REQUIRED. 16:Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that((s he is the applicant (Name of individual signing contract)above named, (S)He is'the (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 thisQ 20t U day of J�/r-I ,1QN E $TUMPF N0'TAR Ubtt&-3Wt6 df NewYbik �!r t?���`ti1525S1 • Ii;iwC#art BIAS§eu COUAty hQ otary Public�nmml�sirsn cc�r+�:neterrtt�er 1>�; ® ignature of Applicant Scott 'A. Russell °s111FQ'r STOR IMMAT]EIR, SUPERVISOR �T ( 1 �T AWAIT A G]EIS IEI�T SOUTHOLD TOWN HALL-P.O.Box 1179 �? 53095 Main Road-SOUTHOLD,NEW YORK 11971 T C l own of Southold D D CHAPTER 236 - STORMWATER MANAGEMEN O SI3�E 2016----- ( TO BE COMPLETED BY THE APPLICANT ) DOES TIUS I'13CD.71FCT INVOLVE ANY OF THE FOWWW. SOUTHOL �I Yes No (CHECK ALL THAT APPLY) ❑❑�A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. I ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ,� ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal i erosion hazard area. ❑[ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. [ ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature,Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent Contractor,Other) S.C.T.M. 1.000 Date: C1 �/ l DBtnct i ffj�Lk Section Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Contact information: III R.en.,Y Nmkv: ; — — — i Reviewed By — — — — — — — — — — — — — i — — — — — — — —Date: I - - — — — — Property Address/Location of Construction Work: � � —D/ �7f�Sds,! fJ121� — Approved for processing Building Permit. — — — �l Stormwater Management Control Plan Not Required. �!rJiGGr� i I Stormwater Management Control Plan is Required. { � (For«�ard to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT S.C.T.M. #: 1000 aosur Ir CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) — 11A _ 3� Stormwater Management Control Plan CHECK LIST NAME. �C)h S�f-v�{ r- Section Block Lot �' r S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Yli v+c Ynnl Date: * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist! `IgIId II IC Tckphunc\unlUcf I. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here] show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper, a. Location & Description of Property Boundaries b. 'Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. �O p - INAGF INSPECTIONS ARE REQUIRED of the Site Boundary as required by §236-17(C)(2). d• Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. OO e e. Limits of Clearing & Area of Proposed Land Disturbance. revide fca fon that the dFaiMa&&,- has f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) O e O ode. g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements&utilities, h. Spot Grades & Finish Floor Elevations for all existing & �� proposed structures. I. Location of proposed Swimming Pool and discharge ring. 0 SEDIMENT CONTROLS j. Location of proposed Soil Stockpile Area(s)• s;hajinchit be limited to: k. Location of proposed Construction Entrance/Staging Area(s). A well maintained innnstruction Entrance, I. Location of proposed concrete washout area(s). Wire Baeked Silt FeaCingostabilization & m, Location of all proposed erosion&sediment control measures. 0115. 2. Stormwater Management Control Plan must include Calculations showing Seeding of exposed and/or that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2")inch 7-IN rla/��Rnwrg O0 rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sedirnenl. Controls. ©00 b. Construction Entrance & Site Access, 00� c inlet Drainage Structures (e.g.catch basins,trench drains,etc.) IRITULDINGDEPT d. Leachiliq Structures (e. . infiltration basins,swales,etc.) O ID I OII l_NGiN'l1'1:li NG 1 L AR FINIEN' - N ,Y > A4: -- - I -- --- - -• Additional Information is Required. Reviewed & ❑ Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date �/ -ito I ® SMCP has been approved by the Engineering Department. FORM " SWCP Check L • -TOS MAY 2014 r4f S00% o . Town Hall Annex Tele on 54375 Main Road - - P.O.Box 1179 , roger. ertA Southold,NY 11971-059 ' FEB 2 9--2091,- ' WaDINO DEPARTMENT " TOWN OF SOUtHOLD _ ® DZN DEPT. I APPLICATION FOR ELECTRICAL INSPECTIONoLD REQUESTED BY: Date: 111Na ompany Name; L�uw, -: !:• v/ •L- me: ri-e c 11' UA/ �- License No.: Address: l l Phone No. i JOBSITE INFORMATION (*Indicates required-information) *Name: *Address: /2 z sp,1 1791 VE e0 7Z 1lori6E *Cross Street: v *Phone No.. Permit No.: }11 ' Tax-Map District: 1000 Section: Block:- Lot:_ "3 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) = Is job ready for irlspectlon: ` YES,�NO� Rough In Final _ Do.you need a'-Temp Certificate: YES! 1V0 Temp Information(N needed) *Service Size: 1 Phase 3Phase 100 950 200 -300 350 •400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Irtfonnation: PAYMENT DUE WITH APPLICATION , MRequest for Inspedon Force 7 Ch ��i Fix ry.�©Y" Town Nati Annex jy�• V -Telephone(631-1802 54375 Main Road Fax(631)734-9502 R O.Box 1179 . ca Southold,NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION,OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR'TIMBER CONSTRUCTION Date: Owner:, tM eEzrrtl Location of Property: Please take notice that the (check app cable�line): New residential,structure Addition to existing'residential structure ; Rehabilitation to,an existing residential structUre _ _ to be constructed or performed at the sutijecfi proOel y- eference above will utilize (check,applicable line): p Truss type constnictiorgTT) A 3= Pre-engineered urood;constructiort (PW) , Timber construction(TC) in the followi " cation(s) (check applicable line): Floor framing, includirig:gltders and beams(F) Roofframing (R)° , Floor and rc of framing(FR) r Signature: 4KA 07/— Name (person submitting this ctrl): Jyw /2-A ; .n Capacity(check applicable line): Owner •. k < Owner representative TrussResReq1S.docx Effective 1I1t2015 John E. Stumpf PC. Architects•Engineers Land Surveying 725 Franklin Avenue Garden City,N.Y. 11530 PHONE:(516)877-0400 FAX: (516)746-8622 http://www.blvdplan.com Oct 12016 Town of Southold D Dept of Building OCT - 7 2016 Town hall BUILDING DEPT. Re Krug Residence TOWN OF SOUTHOLD 1225 Mason Drive Cutchogue NY Please be advised that the proposed design of the above additions and alterations will meet or exceed NYS codelfor 0 mil e hour wind forces. JohtY T}R 021g Tfi OF N 1 John E. Stumpf PC. Architects•Engineers • Land Surveying 725 Franklin Avenue Garden City,,N.Y. 11530 PHONE: (516)877-0400 FAX: (516)746-8622 http://www.blvdplan.com Oct 12016 Town of Southold U V Dept of Building D ` Town hall ' OCT -71 X01 Re Krug Residence EU DE - 1225 Mason Drive TCONNOYSO 010" Cutchogue NY Please be advised that I personal inspected the current septic system at the above location and Certify that it has been professional maintained and is proper working condition to support The proosed-renovations. 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'�i1I�041®11//111\vY. ./�ll�r/►/1//1/1111111\m�r ':ar�4010®IIO1111Yor .�;r�{4{1111/�Io�. •:•m40110j1p/p/11\:' .°�o0jpp1p1p11�\:' •:1010{p/011�.Y' i°10101{0p11'�1! �/0�{�1111111��Yr •:iO41ppp1111111���r •:i�►r�{011111111ibr y:i�4{{11111/1(,1'. •1��r4{4p111/11�1►Y'. •`i0►{{1p0111/fey' '•"i0{{{pp110p116/0i�s. ':+•{{®j111p111os' .�{{p/1/1pb •a{{1111.1► •ai 1111♦► a01/��11e •af 111• {•/�/�•1e1♦ /1 a a{.�•�/pe1� /1 •O•pee.1•Ie /1 a1°p•11�1e1® /\ a{w�/�i�i.• /\ a e:v e, r 1 ♦::l:��. /1 •::'�. /. a m:•a.0 /\ s:1s•�. /\ a o s�e. /. a1/•e / 1 O e. FROM.ma user tobin TO 7468622 09/27/2016 12.18.09 #28782 P.001/004 STATE OF NEW YORK WORKERS' COMPFNSATION BOARD CER'11FIC:ATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE hi. Legal Name and address of Insured(Use street address only) I h.FiusinetiS'Telephone Number of Irisured 516-877-0400 - BOULEVARD PLANNING PC JOHN E STCIMPF Ic. NYS Unemployment Insurance Employer Registration 725 FRANKLIN AVENUE Number of Insured GARDEN CITY.-NEW YORK 11530 64-797338 ]d. federal Employer Identification Number of Insured or Work Location of Insured (Only required r/'c:overrige is.ilncc'r/ic•cally Social Security Number limited to veerluin lvevatiuns in New York.State;i e.a Wrap-C/p 1'olrcy) , 11-3581358 2.Name and Address-of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity tieing Listed as the Certificate Holder). UTICA NATIONAL 3b.Policy Number of entity listed in box "la": ' - TOWN OF SOUTHOLD 4949738 RU11,1'IING DEPARTMENT TOWN HALL 3c. Policy effective period: SOUTHOLD.NY 11971 05/23/16' To 05/23/17 3d. The Proprietor, Pnrtners_or Executive Officers are included. (Unly(•h(ti:k Kin if,dl mclu(tecl) i all excluded or certain partners/officers excluded. 3e. Demolition is: (D) flnition of Deemolitiern,on Reverse) included. excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "la" for workers' compensation under the New York State Workers'Compensation Law.(TO est;this turn-►,New York(NY)must be listed under Item 3A on the INF(MMATION PAGE of the workers'compensation insurance policy): The Insurance Carrier or its . licensed went will send this Certificate of Insurance to the entitylisted above as the certificate holder in box "2". Tis lnrureince C en r ivi will«Iso notr/),the ahov(l(•(�r•tifiCerte holder within 10 days W a policy is c onvele.Idue rO nUrl!)QVr)I!'IJt r)/1)r(rnitcrne or wit/rill 30 du, y or eliminant' the insured from the coverage indic•eiled on th'ia Certificate. (These notices niav he.►e nl by regular maul.) Olherwi w,this Certificate is valid for a maximum of one year alter this form is approved by the insurance currier or ilv livens(ed agent. Please Note: upon the cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on.a permit, license oi• eonlraet'issued by a certificate holder, the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'C'ompensation'l.aw. 'Under penalty.of perjury, I certify that 1 am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: _TIM0114Y J. OBIN (t4•111L❑uate of autlumred repro%e1j61leve(11 hL4:1NOd agent of m,wanoe earner) Approved by: gu:uuf7— / (bate) l nlc.; PRF.SIDEN;T_ -�---- - Telephone Number ofauthurized rupiesuilla6ve or licensed went of insurance carrier; 516-747-0171 _ Pleases Notre: Only insuraw.(,`rarriers and their licen ed upyerav are authorized to issue the C-105.2 form. Insurunc"hrokery are NOT FROM-mausertobin TO:7468622 09/27/2016 1218 32#28782 P 003/004 4EWME workers' CERTIFICATE OF INSURANCE COVERAGE ATCompensation Board UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a,Legal Name and Address of Insured(Use street address only) 1 1b.Business Telephone Number of Insured BOULEVARD PLANNING P C 516-877-0400 i 1c.NYS Unemployment Insurance Employer Registration ATTN: JOHN STUMPF Number of Insured 725 FRANKLIN AVENUE GARDEN CITY, NY 11530 1d.Federal Employer Identification Number of Insured or Social Security Number 113581358 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) Shelterpolnt Life Insurance Company TOWN OF SOUTHOLD 3b.Policy Number of Entity listed in box"1a":- BUILDING DEPARTMENT DBL294461 TOWN HALL 3c.Policy effective period: SOUTHOLD, NY 11971 04/16/2016 to 04/15/2017 i 4.Policy covers: a. ® All of the employer's employees eligible under the New York Disability Benefits Law b. Only the following class or classes of the employer's employees: Under penalty of perjury.I certify that I am an authorized representative or licensed agent of the insurance carrier referenced I above and that the named insured has NYS Disability Benefits insurance coverage as described above. I 9/27/2016 (Y' �.. Date Signed By (Signature of Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:If box"4a"Is checked,and this form Is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent I or that carrier,this coetifhcate Is COMPLETE.Mali it directly to the certificate holder, If box"4b"Is attacked,this certificate Is NOT COMPI FTE for the purposos of Section 221),Subd.a of the Disability Benefits Law. It must be mailed for completion to the worker's Compensation Board,DB Plans Acceptance Unit,329 State Street,Schenectady,NY 12305, PART 2. To be completed by NYS Worker's Compensation Board (Only if box "4b"of Part 1 has been checked) State of New York Worker's Compensation Board According to Information maIntalned by the NYS Worker's Compensation Board,thn above-named employer has compiled with the NYS DIsablIIty Dan ofIis Law with respect to all of hislheremployeea• ' Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS Disability Benefits Insurance policies and NYS Licensed Insurance Agents of those Insurance carriers are authorized to issue Form DB-120.1,Insurance brokers are NOT authorized to issue this form. ()6.1201 (9-I;i) �p /Z ape iipA-w h , � a •�1���r ,�y�y 4 40 KI k. A IL �a `� all �r Air Conditioners ' D Air RA20 Series ` 1 1 - The new,degree of comfort" , ' Rheem Prestige TM Series D- DD Variable Speed Air Condifionep;T - 1 2016 BUILDING DEPT. TOWN OF SOUTHOLD `f RA20 Series Efficiencies up to-20 SEER/13 EER Nominal Sizes 2, 3, 4 &5 Ton [7.03, 10.6, 14.06 & 17.6 kW] a, Cooling Capacities 17.3 to 60.5 kBTU [5.7 to 17.7 kq 'Proper stung and installation of equipment is`critical to achieve optimal performance Split system air conditioners and heat pumps must be matched with appropriate coil components to meet Energy Star Ask your Contractor for details or visit www.energystar gov" 3 Y a s ' a TM EcoNei D IusOneTM Energy Efficiency offers minimum of 20 SEER ra urved louver panels—provide ultimate coil protection, and 13 EER system performance across all capacities. enhance cabinet strength,and increased cabinet rigidity ElPIusOneTM Expanded Valve Space—Y-4"-5"service valve [ Dptimized fan orifice—optimizes airflow and reduces unit space—provides a minimum working area of 27-square sound inches for easier access ro ust resistant screws—confirmed through 1500-hour salt IusOneTM Triple Service Access—15"wide, industry lead-, spray testing Ing corner service access—makes repairs easier and faster Z- iagnostic service window with two-fastener opening— The two fastener removable corner allows optimal access to provides access to the high and low pressure Internal unit components. Individual louver panels come out once fastener is removed,for faster coil cleaning and easier Mu ernal gauge port access—allows easy connection of cabinet reassembly low-loss" gauge ports coNetTM Enabled product.The EcoNet Smart Home System Tingle-row condenser coil(up thru 4 tons)—makes unit lighter provides advanced air&water control for maximum energy and allows thorough coil cleaning to maintain"out of the box" savings and ideal comfort. performance dVew composite base pan—dampens sound,captures louver M5% fewer cabinet fasteners and fastener-free base—allow panels,eliminates corrosion and reduces number of fasteners for faster access to internal components and hassle-free needed panel removal owder coat paint system—for a long lasting professional finish Mervice trays—hold fasteners or caps during service calls MThe Copeland ScroIITM Variable Speed Compressor has a MIR code—provides technical information on demand for modulating technology which provides more precise temper- faster service calls ature control, lower humidity and greater efficiency.The over- =h an motor harness with extra long wires allows unit top to be drive feature provides cooling load up to 107°F. removed without disconnecting fan wire. MAodern cabinet aesthetics—increased curb appeal with visu- 1a igh and low pressure standard on all models. ally appealing design COMFORTINTEGRATED HOME FORM NO All-224 Features&Benefits AirFeatures Series, t x t 'br 13 9 i tni 17 r- 12 7 S i 8 16 19 18 6 . a, 20 a _ - � 10 15 `N How It Vlbrks = The RA20 PrestigeTm Series Inverter Driven Variable Speed Air which is equipped with the latest swept wing fan technology Conditioner's U)variable speed outdoor unit control(VSODU) (14)and the Electronic Expansion Valve(EEV)(15)which syncs UD continuously monitors the EcoNet control temperature and up with the compressor speed to deliver the exact capacity the humidity set point,suction pressure(FID, suction temperature home needs to meet its comfort requirements.The result of this UA outdoor cod temperature(❑9 )and outdoor temperature advanced technology is significantly improved energy efficiency (10)and feeds this information to the Copeland Inverter Control and comfort. Energy efficiency is improved by precise load Motor Drive(E).The Copeland Inverter Control Motor Drive matching, less cycling on and off and low amp gradual com- converts AC to DC power,sends it to the Copeland ScrollTm pressor,outdoor and indoor motor operation.Comfort is variable speed compressor(12)Brushless Permanent Magnet improved by precise temperature control, precise humidity con- motor(BPM),dynamically adjusting its speed. Simultaneously trol and extra capacity during-extreme summer and cold weather the VSODU provides input to the ECM outdoor fan motor(13) conditions. INTEGRATED HOME —DnAir" Features 8 Benefits �i RA20 Series 05 ❑1 ❑2 11 9 _f >� l,. 14 17 1 �' 11 L 12 7 16 - 20 6 10 15 System Component Descriptions EcoNet Control Center—([B:The EcoNet Control Center Swept Wing Fan Blade—(14)is the latest technology in serves as the hub of communication for a home's Heating, outdoor fans that increase efficiency and reduces air noise. Cooling and Water Heating systems and is required to operate The Electronic Expansion Valve(EEV)—(Located on the an EcoNet Enabled Heating and Cooling system in a fully com- municating mode.The EcoNet Control center displays detail indoor coil)is an electronically driven refrigerant control valve. diagnostic from outdoor and indoor connected units.See indi- A small stepper motor is used to open and close the valve to vidual specification documents for more details of the EcoNet precisely control refrigerant flow. It is controlled by the EcoNet Control Center. Air Handler Control or stand alone EEV Control in furnace coil applications. Either control receives input from the pressure EcoNet Cooling and Heating WiFi Module—( 1❑)is required to transducer and suction sensor to control the refrigerant in the remotely operate an EcoNet Enabled Heating and Cooling cooling mode The EEV is superior to a TXV(thermostatic system from the EcoNet web portal and mobile apps.See indi- expansion valve)because the EEV controls superheat at the vidual specification documents for more details of the EcoNet evaporator coil under varying load and refrigerant flow condi- Control Center. tions,more precisely than traditional TXV's. Variable Speed Outdoor Unit Control (VSODU)—(©)is where The Filter—(16)is an electrical device that"cleans" the AC control wiring is hooked to the RA20 The VSODU control takes power component.This low pass filter only permits the passage input from the EcoNet Control Center,outdoor suction tempera- of 60-Hertz signal to the inverter drive. ture and pressure sensors,outdoor air temperature and commu- nicates The Pressure Transducer—(❑7 )is used to measure suction to the Copeland Inverter Control Motor Drive, EEV outdoor fan and indoor blower to precisely control system pressure in the outdoor air conditioner The VSODU takes this capacity output of the air conditioner cooling mode. It also is input to operate low pressure and make decisions on system equipped with Dual Seven-Segment Display for technician inter- operation such as low ambient cooling. face,operation status and fault code communication.Two Various temperature sensors—There is an outdoor air sensor momentary buttons allow technician to initiate various operating 0),an outdoor coil sensor(❑9 ),a discharge line temperature modes.Various LED's communicate active EcoNet communica- sensor(not shown, located on discharge line),a suction line tion,microprocessor activity and EEV operation.See 1&0 for temperature sensor(©)and a compressor sump temperature more details. sensor(not shown, located bottom of compressor).The VSODU The Copeland Inverter Control Motor Drive—(11)converts uses these temperature measurements to operate the system. incoming single-phase AC power to 3 phase DC simulated sine The'Choke—(17)is provided to absorb power spikes that might wave power.Once power is converted the Copeland Inverter occur on the DC line. Control Motor Drive varies frequency of the power to the com- pressor varying the compressor speed The Copeland Inverter Ferrite Rings—(18)are iron cores through which AC power is Control Motor Drive has active protection algorithms that keep looped keeping any electrical noise contained.They also reduce the compressor safely inside its operating envelope. the induction of electrical transient into the DC drive The Copeland ScroIITm Variable Speed compressor—(1z) The Suction Accumulator— 19)prevents liquid refrigerant from utilizes a Brushless Permanent Magnet Motor(BPM)that varies entering the compressor the Scroll speed,thus,varying the refrigerant flow The robust ' scroll design has proven reliability over competing compressor technologies COMFORTINTEGRATED HOME CLEARANCES JL6 D WALL ;, WALL,:.,,. - X 0 6n. C C (152.4) 24 ,� y (609.6) y Service 2 4 F FE-1 12M 12M (609.6) (304.8) (304.8) ;r— Service 61 (152.4) , � ``: g hR (152.4) 12 Ma (304.8) -WA ; • 2411 24 MM 1 24 MM • (609.6) (609.6) (609.6 Service Service Service 180 24M] 241M (457.2) (609.6) (609.6) 24[Rcommended 24Mcommended 61Hinimum O inimum NOTE: NUMBERS IN () = mm INPOWANT Wien ustal ling mAVple huts in an almae,rod Hell or partially enclosed armk enam these is ade}ate verd llahon to pawt re-araAahon d dsdx rge air ST-A1225-01-00 BEDDING DETAIL 1 OF 20 FEET CLEAR OF ALL N.T.S. PROPERTY LINES. John E. Stumpf, P.C. n � -ARCHITECTS-ENGINEERS T�,- __'CTION FENCE MUST BE -��� ��� � i� � - •LAND SURVEYORS Angle First Stake Toward TO START OF Previously Laid Bale �� 725 Franklin Ave. Flaw , t, . µ Garden City, NY 11530 -�� - Telephone Fax 516-877-0400 516-746-8622 EfiFJIS16N$crt?iMENT CONTROLS 631-734-2011 516-538-4090 §hg1l iftlud@ but riot be limited to: PF", A well iiiairitdined Construction Entrance, Internet: vvww.blvdplan.eom Vvire Backed Silt Fencing,stabilization & %Iseciing of exposed /+or inactive soils ANCHORING DETAIL THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. N.T.S. INFRINGEMENTS WILL BE PROSECUTED. 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL 'A MINIMUM OF 4 INCHES IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING AND PLACED SO THE BINDINGS ARE HORIZONTAL. UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ARCHITECT 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM OR RE—BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT.AN ANGLE SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC TO FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH DESCRIPTION OF THE ALTERATION. WITH THE BALE. i, I - 4. INSPECTION SHALL BE FREQUENT AND REPAIR % REPLACEMENT SHALL BE _ MADE PROMPTLY AS NEEDED. � _ ,,,;�, 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS DATE: 8-28-2016 SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. crc' DR. BY: K.L. SCALE: AS NOTED PERIMETER HAYBALE DETAIL N.T.S. CHKD: J.S. i DRAINAGE INSPECTIONS ARE REQUIRED r f Contact TOS Engineering at 765-1560 befo 1 Backfill, OR Provide Engineer's Certificatio that the drainage has been installed to Col. - 7 2016 �' ER ` TOV APPROVAL OF STORMIAIATER MANAGEMENT - SHEET 14UM BER • CONTROL PLAN n Co C pter 236 Date: -(- 1(A 161 1 Approved by: S - 1 /", A n FM' ;,%!� UNTIL SURVEY 20'-0" OFFtOUN,',A ION LOCATION Boulevard Planning, P.C. 75 .05' ---- - ---- HAS B[:CiJ APPROVED. Construction Consultants 516-877-2001 I t 18'-4" g'I0TED --- l r ,�Q c .P. . 4 iA ob>,:_ ADDITIONS {� r r 1. ^'1 10" POURED CONCRETE / �• 1E '• A r- • 7, FOUNDATION WALL ON " •Iw G `►� FOR THE .I II ; & ALTERATIONS I 0 x 18 POURED CONCRETE FOOTING, TYPICALD r U , . �.. �I._ TO THE . 1P' , r � � : ' N ; UNEXCAVATED I O A,I M1 T COVPLE ; , .,r, (SLAB ABOVE) cf� / .4° j CGi'�STRUCTi0N SI r;LL MEET THE Residence / '_C LI2E%1ENTS OF T H'' DES OF NEW S U) (ORI< STATE. NOT RESPONSIBLE FOR -- STEPPED FOOTING TYP. - I I I • � DESIGN OR CONSTRUCTION ERRORS. PROPOSED (2) OUTDOOR NITS / A/C 1225 Mason Drive COMPLY WITH ALL COD • I E F SED i J PROPO I / NEW Y _ ' • I ORK STATE & TOWN SES _ NEW GARAGE "• I % I I' AS REQUIRED AND CONDITI 4 OF Cutchogue, NY I_20' LI�— —L —WITH 2ND FLOOR ABOVE �IINEWGARAGE- (360 S.F.) � _. � _ -- .- ' - -- - - - - - � - - -� - --•- - - - - - -- --- -- - - -- - — ` e 4 a a + • 4F . 11Irl ` L L r. ---- - - - -- -- - -t- -ti r-.--- -- -- -- - - -- -- - -- - - -- - - - - --- -- - - - - - -- - ,` -LLLLL_I—LLLL— �—PROPOSED I 101-211 �I N - D� LLLLI I 1LLLI_ - REAR EXTENSIO VVr r V REVISIONS:EVISIONS: DATE: 83' 20'— (525 S.F LLLu _LLL ) / i 2 1 .1 7' ni 2 51 I . LU 10" POURED CONCRETE — -- - -- 4 c FOUNDATION WALL ON ! OCCUPANCY OR PLUMBER CERT/FICA TION 1 xl — 0 8 POURED CONCRETE I • 22 I -- - ON LEAD _ A D CONTENT E NT BE 7.5',• FOOTING TYPICAL F ICAL ' I BEFORE R E I I ry USE IS UNLAWFUL CERTIFICATE OF OCCUPANCY w w WIT o _ RUT ERTIFI �E PROPOSED 12.5 j�,. .� ,. ` 1,8 � � j � o _ _ � O C C SOLDER USED IN WATER FULL 2ND FLOOR y A ;. r; ;: N R EXTENSION :: " :t' ",'. . . . — `r O — III P r 1 Eli' NEW STORAGE AREA SUP L Y y c' � � /� .���.� N � I OF OCCUPANCY `� " T Y + , EXIST. FOUNDATION TO BE — EXCEED /!0 GF 70, Y' IS - - -- - �o I/ STOR L (881 S.F.) EXIST. U J UNEXCAVATED ��©• D F RAMS I10USE y N- REMOVED N w N N SLAB ABOVE - - - - - - 1 - n/ z i Il-1 .PLUMBIM01 , y, NEW GAS NAVIEN u. r i I 'X NEW 2X 12 F.J. I AL 15 f,438 _ INDIRECT TANKLESS UNIT @ 16" O.C. EXIST. FOUNDATION , &WA1�= i Li - __ TO ._ - I BE UNDERPINNED FOR F - - � I R ULL TESTING .r- F 38 " ! E3i~i- Q BASEMENT WITH 12 CMU � w 3'X3'X 18" FOOTING — ` it • •a ' � I ' .° � 3'X3'X 18" FOOTING ELECTRICAL X o -- - - - - -- - -- a - - - -- - - INSPECTION REQUIRED -- - - --PROPOSED Q � I — — 9 -- -- --- — -- •. ., I" •I ; FPONT PORTICO \ r - - - — - -- - -- -- -- — i / (190 S.F.) O j ' DRAINAGE INSPECTIONS ARE REQUIRED SECURE NEW FOUNDATION - L __ ;' Contact TOS Engineering at 765-1560 before mon _ Backfill,OR Provide p i-01 SECURE NEW FOUNDATION W 12X45 — WALL TO EXISTING W/#4 o that the drainage has been instal ed to Code. m _ / WALL TO EXISTING W/#4 �, REBAR SET IN NON-SHRINK m REBAR SET IN NON-SHRINK O GROUT @ 12" O.C. VERT., - -' GROUT @ 12" O.C. VERT., O f- TYP. I L LL to -I — TYP. O I I i O �- F p N -- --1 I50.68 '� �� I _ X i I LL w — H.W.5.D. �o N I ° I EXIST UNEXCAVATED EXIST. UNEXCAVATED — C.O. ' 75 .34 _ BASE FOR FIREPLACE I '� � z I � I � � 2'.-2" II � z EXIST. PIER MA50N D — —EXIST. (2)2X 12 — w U — — — — cL EXIST. (2)2X 1 2 L — — w p ---- -------------ti-�- I � I a I - • i - o Q I I 10" POURED CONCRETE p .. EXIST. FOUNDATION w w TO BE UNDERPINNED FOR FULLz FOUNDATION WALL ON OJz ` I ON 18" POURED CONCRETE r® ose Site Ian41 BASEMENT FOOTING, TYPICAL ~ w T POURED CONCRETE SLAB (r) I John E. Stumpf,, P.C. =. 1 1 - _ p LOOK REINFORCED W/ G"x61' p J U � �°•� .4/I .4 W.W.M. OVER 4 MIL °• SECURE NEW FOUNDATION --- I ; , I -ARCHITECTS I • O WALL TO EXISTING W #4 'E I / I NGINEERS E- --� I e� ! POLY. VAPOR BARRIER • ''I I t REBAR SET IN NON-SHRINK - w GROUT @ 12" O.C. VERT., m i •LAND SURVEYORS . I TYP. Ln L_ 725 Franklin Ave. - - - - -- - - Garden Ci NY 11530 ZONING DATA ° �� SITE AND ZO �._ SI _ ADDRESS: DISTRICT: TOWN OF SOUTHOLD 1225 MASON DRIVE, CUTCHOGUE, NY 11935 EXIST. FOUNDATION Telephone Fax TO BE UNDERPINNED FOR FULL UNEXCAVATED N 516-877-0400 516-746-8622 ZONING DESIGNATION: R-40 BASEMENT WITH 12" CMU (SLAB ABOVE) 631-734-2011 516-538-4090 1 3G'-411 SITE COMPUTATIONS - - - - - - - - - - - - - -- -• : - - ° - --- -- - - Internet www blv plan corn o. . LOT SIZE 12,412.89 .SQ.FT. -- - THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE EX, HOUSE 881.00 SQ.FT. Basement Floor Plan AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. SCALE: 1 %4"= 1 '-0" INFRINGEMENTS WILL BE PROSECUTED. PROPOSED EXTENSION 525.00 SQ.FT. IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING LOT COVERAGE NEW PORTICO 190.00 UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER AN NEW GARAGE 360.00 ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS T0 1,956.00 SQ.FT. SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC COVERAGE 1,956.00 SQ.FT. / 12,412.89 SQ.FT. _ 15.76% DEscRIPTIONOFTHEALTERATION. ZONING REQUIREMENTS FOR R-40 REQUIREMENTS EXISTING CONDITIONS PROPOSED CONDITIONS REMARKS --:-------------::::::::_:::::::::::::::::::::::::::., EXTG. WALL TO BE REMOVED 1 �Rcl7llf. ` DATE: 8-28-2016 MIN. LOT AREA AREA PER DWELLING UNIT N/A EXTG. WALL TO REMAIN ` �� �.�• s���'�> GROSS AREA 40,000 SF. 12,412.89 SF. 12,412.89 SF. EX. NON-COMPLY (SEC. 280-124) NEW WALL CONSTRUCTION �U ``r=>. ..Y `c� DR. BY: K.L. MIN. LOT WIDTH 150 FT. 75.34 FT. 75.34 FT. EX. NON-COMPLY (SEC. 280-124) FRONT YARD SETBACK SEC. 280-124 35 FT. 41.20 FT. 36.17 FT. COMPLY NEW MASONRY CONSTRUCTION SCALE: AS NOTED ( ) REAR YARD SETBACK SEC. 280-124 35 FT. 95.25 FT. 68.17 FT. COMPLY ( ) -i CHKD: J.S. NUMBER OF SIDE YARDS (SEC. 280-124) 2 2 2 COMPLY MIN. SIDE YARDS MIIN. WIDTH OF 1ST YARD 10 FT. 15 FT. 11.83 FT. COMPLY MIIN. WIDTH OF 2 YARDS 25 FT. 37 FT. 33.83 FT. COMPLY (SEC. 280-124). GROSS LOT COV. 20% 7.10% 15.76% COMPLY MAXIMUM HEIGHT 35 FT. N/A 26.50 FT. COMPLY MAXIMUM NUMBER OF STORIES 2-112 1 2 COMPLY PROJECT NUMBER SHEET NUMBER 1611 A- 1 Boulevard Planning, P.C. 20'-0" _- Construction Consultants 1 „I -- ------------- -- - 516-877-2001 (2)2X8 ADDITIONS & ALTERATIONS J --- x OPEN ATTIC C\J � 11 � TO THE LU x (UNFINISHED) z 3U wU O wU z Krug's Q - - ----------- 0 0 GARAGE �� o — — NEW 2X 1 2 RIDGE BEAM \B, �� .�. Residence W ' w \ ti z G w z O p/ \���o o N � ell � o I \ � x VENT TO EXTERIOR _ /' N \<<FJ- � 1225 Mason Drive (I 00 CFM) \ z dU /" x i N H.W.5.D. \ z 3U 5'-' ' Cutcho QQue NY NEW 2X 10 R.K. z NEW 2X 10 R.R. \ b VENT TO EXTERIOR v\ • /' @ 16 O.C. I @ 16 O.G. (50 CFM) (D', O - t- N FO (2)2X 12 o 1 1'-0" 20'-4" (2)2X8 (2) X8 -- --- _ REwISIONS: DATE: G'-0" „ o x N DW - - O w LL_ - _ O m = KITCHEN O W.I.0 c� MUDROOM 14'-0" 5'-0 l POWDE ROOM - -------- - - - -- j H.W.S.D. j �Y U - �� °� 2'-G"XG'-8" O N j - - O STORAGE STORAGE 11 N °O � ' (UNFINISHED) (UNFINISHED) oo � I 00 o =ice x -- �- -_T -011 x PANTRY _ ! - B N U H H.W.S.D. N -- - c� N VENT TO EXTERIOR O U U EXIST. BEDROOM _ _ _ _ U F.A. = 121.14 sF- -' 1'' U O --PER MANUFACTURER N O N O �! REOD L.A. =9.69 sF G'-4„ w O DINING AREA 31-011 < SPECS PEW L.A. -4.85 SF _ Q = --- — — `� - PROV'D L.A. = 12 sF fi �0 Z ATTIC ACCESS zU z Q PRov'D A.A. = G sF DOUBLE JOIST AROUND OPENING --- -- - --- - CLOSET z - -- - N O - - - -- - „ " I � "' „ � „ � ,_ ,� 2 8 XG 8 -� 7-G 2_ _ 3-G 5 0 I N H.W.S.D. 8 XG 8 L U - — — — L — — — — — — — — - — — — — — — — — - -- - OU O -- LL- - - - - - - - - - - - - - - - - - - - N - I H H.W.S.D.= N � N - N G.O. w - w - - z � z � ----'y ,-4X4 POS x 4 4 PO T COLUMN - -�--STL. COLUMN S STL. il �,/= _-- _ x 4X4 POST 21 DN SIIm D12X45W12X45 m ! m ' � cp (3) 12" LV_ STL. COLUMN 1 11211 O G'-0" NEW 2X 12 RIDGE BEAM B N-' 1, z BATHROOM -- --- z ---- ! -0 _ G-8 0o �n VENT 50CFM Q m, - -- _ VENT 50CFM �,2, 1 1 ®—TO EXTERIOR I „� �/ I X _ OL TO EXTERIOR �w N 0 5'-0' 3'-2" � _ j N B x l O U H H.W.S.D. N }---- .G N o/ w I \ H.W.S.D. BATHROOM co I U / \ e C.O. �- U T o w Q ° LIVING ROOM Q - cv c9 j N O cn w O - -- N x �/ _o MASTER BEDROOM N o� CL. O U U N C9 ��/ 0/ j F.A. __ SGaG_15F j N z O - N W - N ' \7i� REO'D L.A. =44.85 SF m 4'-0 x - _ - PEO'D L.A. = 22.42 5F W - xi \� PROV'D L.A. =84 SF Z � � RLF Xf O U PROV'D A.A. =42 51:LL \0 N UP 0 WET BAR - ' o" 221-511 1 1'-4" 3'-0" ' G'-8"I il John E. Stumpf P.C. N H.w.s.D. - �- - --- - - I _ _ I w I , 1 OFFICE - o °' j1, - / I \ •ARCHITECTS•ENGINEERS U OU j O X O SITTING AREA j B - = N / 371-0" \, .LAND SURVEYORS j ,__ N N I��: - N z z I -- -- N 8 - - 725 Franklin Ave. Lf� N " u W Ln / \ N (2)2X 1 2 X (2)2X 1 2 (2)2X 12 N N . (2)2X8 (?)2X8 2)2X 12 (2)2X (2)2X8 N Garden City, NY 11530 - -='- - - a- ii; A; B;\ / B> B, Telephone Fax N N j N@E�2 0 0 R.R. I @ 62 O O R.R. \ 516-877-0400 516-746-8622 X x — —4x4�PosT 631-734-2011 516-538-4090 Ln 'N 4X4 POST —4X4 POST 4X4 POST N 4X4 POST n —4X4 POST / —4X4 POST BA CONY —4X4 PO5T (2)2X 12 (2)2X 12 (2)2X 12 1 (2)2X 12 (2)2 12 � (2)2X 12 Internet: vvww.blvdplan.Com ------------------- ------------------ ------------ -- THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. First Floor Plan Second Floor Plan INFRINGEMENTS WILL BE PROSECUTED. IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC EXTG. WALL TO BE REMOVED DESCRIPTION OF THE ALTERATION. EXTG. WALL TO REMAIN NEW WALL CONSTRUCTION .>-- � �Et� A/, DATE: 8-28-2016 s c` "R, :STS 1 NEW MASONRY CONSTRUCTION �� („ DR. BY: K.L. SCALE: AS NOTED c CHKD: J.S. PROJECT NUMBER SHEET NUMBER 1611 A-2 Boulevard Planning, P.C. Construction Consultants 516-877-2001 TYPICAL ROOF CONSTRUCTION - NEW ASPHALT SHINGLE ROOF - 1 51b FELT UNDERLAYMENT - 30 WIDE STARTER STRIP OF WEATHERWATCH - 19" WIDE FELT PARALLEL TO EAVES TYPICAL ROOF CONSTRUCTION ADDITIONS - 3/4" CDX PLYWOOD SHEATHING - 2X 10 RRs @ I G" O.C. - NEW ASPHALT SHINGLE ROOF - 2XG CJ's I O.C. - 30I WIDE STARTER STRIP OF WEATHERWATCH & ALTERATIONS - 2X4 COLLAR TIES @ 24" O.C. - 10" WIDE FELT PARALLEL TO EAVES i - I/2" SHEETROCK - K-38 BATT IN5UL - 3/4" CDX PLYWOOD SHEATHING ---- - --- - - ' - 2XG RR's @ I G" O.C. THE -- -----==-- - _- --- _- - -_--------- - 1L - ------- - - _ - - --- -_---- --- -- _--- - -_-_ -------- ----------------_ - -------- ---- ---- -- - X 10 CJs @ I G" O 2X4 COLLAR TIES 24" O.C. TYPICAL SNOK CONSTRUCTION - 1/2" 5HEETKOCK s - R-38 BATT IN5UL ilEETRO -- 2XG STUDS @ I G" O.C; (2) 2XG TOP PLATE Residence 2X6 ACQ SOLE PLATE -- - --- - , !�IL�� - - - - - - - - --- -- - -- -- -- --- --------- ------- -----_--- -- - - - i - -13" BATT IN5UL — - - - - - - - 112" CDX PLYWOOD SHEATHING --- - - - --- -- --- ----- --- -- --- --- - - -- -- -- --- - HORIZONTAL VINYL 1 1225 Mason Drive r u L -11II II ``� lul I�ILI' LI ._L�1J�1 L:._JJ��1�iL�Jii J1J111�' lL�' '-L '� ; I I I � , '� � �' 'r: �'��-'�• ;�' L � ' '� � - ----- -- - -- --- --- Cutchogue, NY a --- - - _ - U - ; - _ - REVISIONS: DATE: X�A 11 --- i J1 J� 11 I LL Ll - -- IIlLL1 -- LLL L ------ J�J,E1 ----- 1 11 1 L 1� - -- - ----------- --- W 1W U1' -- ----- --- -- 1111J1 IN j - ---- - ---- ---- ILLLLLLJLii Wvl I I I i l l s ' i t i i i _1!_ 1J�U�_ J J1_L1� •I L I I 11 ' i Ls L uJ ' i I i �I i i i�I I i il- � L 1L ll. 1 «�11L J11 L� uJLI• 1 1 'I 1 -------- ---------- -- -- --- - - L1._i l l IL �11—..'-1._. 111JL111 � L: ILJI I II �I IIIdLLL _I LI IuI l L Il 11 II' II I' 11 1 1L' L . 11 111 SLI' 111 11 l J -1 IBJ lL I U I -- - - ---- I ��' ' L-I L I IL -- --- -- -- ------- TYPICAL WALL CONSTRUCTION - 112" 5HEETKOCK - 2XG STUDS @ I G" O.C; Front Elevation - (2) 2XG TOP PLATE ! East Elevation - 2XG ACQ SOLE PLATE ,F,A'LE: 1%4 0 „= 1 '- ' � F_ -� �_� - K-13" BATT IN5UL -� - 1/2" CDX PLYWOOD SHEATHING - - - - - - - - CEDAR IMPRESSION 51DING TYPICAL ROOF CONSTRUCTION - - NEW ASPHALT SHINGLE ROOF F_ J - 151b FELT UNDERLAYMENT _ - 30 WIDE STARTER STRIP OF WEATHERWATCH - 19" WIDE FELT PARALLEL TO EAVES - - - - - - - - - - - - - - - - - - 3/4" CDX PLYWOOD SHEATHING - - 2X 10 RR's @ I G" O.C. TYPICAL ROOF CONSTRUCTION - 2XG CJ's @ I G" O.C. - 2X4 COLLAR TIES @ 24" O.C. - NEW ASPHALT SHINGLE ROOF iA - I/2" BATT IN5UL - 30 WIDfs"Fa frR TOf WEATHERWATCH - R-38 BATT SU - 19" WIDE FELT PARALLEL TO EAVES ------ - CDX PLYWOOD SHEATHING - --- -- - ---- _ -- ---- - - - ---------- - RR's @ I G" O.C. -- ---. - --- ----- _ - -_ - - --- -- - _ - - - --- - __. TYPICAL WALL CONSTKU_CT_ION - - --------- --- --- - -- - --- --- - CJ's @ I G" O.C. - ---- -- X - EET OCK ----- -----___ -- - - 2X4 COLLAR TIES @ 24" O.C. - - - -- -_-__ -- 2X @ IG" OC - - - - - - G STUDS _ - _- _ - --- -- --- - - - -- - - R 38 BATT IN5UL --- -- - --- --- -- — Stumpf, P.C. (2) 2XG TOP PLATE _ I/2 SH E ROCK John -- -- -- --- - -- - 2XG ACQ SOLE PLATE R 13" BATT IN5UL - - - - ___ RCHITECTS-ENGINEERS ---_-_-___------—..- - - - I/2" CDX PLYWOOD SHEATHING _ - HORIZONTAL VINYL SIDING - -- -- - -- -LAND SURVEYORS• _ --- - - 725 Franklin Ave. Garden City, NY 115 3 0 Telephone Fax - 631-734-2011 516-538-4090 Internet: wwvv.blvdplan.com THESE PLANS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. Li INFRINGEMENTS WILL BE PROSECUTED. IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING __-------- — __ UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER AN ---- ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ARCHITECT IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM -- — — THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC -- --— --- _ DESCRIPTION OF THE ALTERATION. _ - -- DATE: 8-28-2016 - - - - -- - _ --- - - - -- - � 0 Al�O DR. BY: K.L. TYPICAL WALL CONSTRUCTION .° I - I/2" SHEETROCK I I (,.�,;',' ��E -+; SCALE: AS NOTED West Elevation dear Elevation \ - 2XG STUDS @ I G" O.C; �I S (2) 2XG TOP PLATE E.CALE: _ - - - -- - - - -- - - - - - - - - - -- - - - - - �- '��� aC¢ CHKD J.S. - 2XG ACQ SOLE PLATE - -- - - - - - - - - - - - - - - - - - - - - - - - - K-13" BATT IN5UL - 1/2" CDX PLYWOOD SHEATHING - HORIZONTAL VINYL SIDING I - - - - - - - - - - - PROJECT'NUMBER SHEET NUMBER 1611 A-3 Boulevard Planning, P.C. Construction Consultants 516-877-2001 2X1 2 RIDGE BEAM REScheck Software Version 4.6.2 / W/CONT. VENT TYPICAL ROOF CONSTRUCTION - NEWASPHALTSHINGLEROOFC®mw%liance Certificate - 151b FELT UNDERLAYMENT TOP OF RIDGE _—_—_—_---_—_-- --- - - - - - 36" WIDE STARTER STRIP OF WEATHERWATCH ADDITIONS ELEV. 2_6=6'r --= -- - - - -- -- -- _ - 15" WIDE FELT PARALLEL TO EAVES ALTERATIONS ---- --- — - 3/4" CDX PLYWOOD SHEATHING — - -- - 2X 10 RR's @ I G" O.C. _ Project -- -- - -_-- - - 2XG CJ's @ I G" O.C. TO THE - _ — - - - -- -- - 2X4 COLLAR TIES @ 24" O.C. Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York - R-38 BATT INSUL Type: Single-family Project Type: Addition111ug'S _--_ Climate Zone: 4 (5750 HDD) 4,TOP OF RIDGE Permit Date: Residence _,e�BOT. OF EAVE _ _ _ _ _ _ _ _ ELEV. Permit Number: `f' ELEV. 18 10 Construction Site: Owner/Agent: Designer/Contractor: I (3) 12" LVL 1225 Mason Drive I Cutchogue, NY BOT of EAVE 1225 Mason Drive o - -------- - - - - - - --- ELEV. 15' .616 Cutchogue, NY _TYPICAL FLOOR CONSTRUCTION Compliance: 1.2%Better Than Code Maximum UA: 421 Your UA: 4163 .w w - 3/4" PLYWOOD SUBFLOORING The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. - 10" TGI WOOD I-BEAMS @ I G" O.C. 1LJ IJ It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. N � TYPICAL WALL CONSTRUCTION / - I/2° sHeETRocK Envelope Assemblies 2ND FLOOR - 2XG STUDS @ I G" O.C; ' -_ -- (2) 2XG TOP PLATE 2FLOORREVISIONS: DATE' 2O ELV6"o-0 XG ACQ SOLE PLATE - -' -- ------ - -- - R-13" BATT INSULco - b • ry I - 1/ DX PLYWOOD SHEATHING Wall 1:Wood Frame 16" 4 o.c 229 5 '13.0d 0.0 0.082 153 I , W 12X45 Window 1: Wood Frame:Double Pane with Low-E 65 0.320 21 Window 2:Wood Frame:Double Pane with Low-E 192 0.320 61 Window 3:Wood Frame:Double Pane with Low-E 8 0.320 3 O EXISTING STRUCTURE O Window 4: Wood Frame:Double Pane with Low-E 18 0.320 6 Sidelights: Wood Frame:Double Pane with Low-E 14 0.320 4 Door 1: Solid 94 0.400 38 TYPICAL FLOOR CONSTRUCTION - 3/4" PLYWOOD 5UBFLOORING Door 2: Glass 40 0.320 13 15T FLOOR - 10" TGI WOOD I-DEAMS @ I G" O.C. Ceiling 1: Flat Ceiling or Scissor Truss 1,714 38.0 0.0 0.030 51 EXIST'G. GRADE - R-19 BATT. INSULATION EXT'G GRADE ___•____-_ _ Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,406 19.0 0.0 0.047 66 ELEV. 0'-0" ELEV. 0-0 Compliance Statement: The proposed building design described here is consistent wi the building plans, specifications,and other I 0 POURED CONCRETE calculations submitted with the permit application.The proposed building has been d signed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.2 and to comp yiwith the mandatory require n listed 'n W 12X45 FOUNDATION WALL ON the REScheck Inspection Checklist. TO BE SET ON I ON 18" POURED CONCRETE ` , Z��� FOOTING TYPICAL FOUNDATION WALL L I J Name-Title Signature Date 01 ON BOTH SIDES ilk r 4" POURED CONCRETE SLAB EXISTING STRUCTURE ---- ' LINE OF EXIST. STRUCTURE FLOOR REINFORCED W/ GNG" o ''I TO BE REMOVED 1 .411 .4 W.W.M. OVER 4 MIL. Ln BASEMENT POLY. VAPOR BARRIER — J Project Title: Report date: 09/12/16 5' UNDERPIN EXISTING STRUCTURE WITH 12" CMU Data filename: CAUsers\Kendrick Lam\Desktop\BLVDPLANNING\1611-Krug\rescheck.rck Pagel of 1 Section 'A' \ L 4" V.T.R. I I John E. Stumpf, P.C. I I -ARCHITECTS-ENGINEERS- i n n -LAND SURVEYORS p u I I I II p ° 1 LAU11NDRY 725 Franklin Ave. 1-1 / 2"V WASHER LA V.�LAV. Garden City, NY 11530 11 I I p I I TUB. Telephone Fax WINDOW / EXTERIOR DOOR SCHEDULE FIN. 2ND FLR. p 516-877-0400 516-746-8622 —_—_—_—_ W1 631-734-2011 516-538-4090 WINDOW NO. OF DESCRIPTION ROUGH OPENING MANUFACTURER COLOR GRILL PATTERN NOTES 2" LB DESIGNATION WINDOWS I 1 STORM WATCH C.O. Internet: viww.blvdplan.com A 2 TW 20310-P4040-20310 8' 2-5/8"x4' 0-1/2" ANDERSEN WHITE MODIFIED COLONIAL HIGH IMPACT GLAZING C.0.1 o I I TW 210310 3' 0-1/8"x4' 0-7/8" ANDERSEN WHITE MODIFIED COLONIAL STORM WATCH DRAT B 19 HIGH IMPACT GLAZING I I THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE STORM WATCH I AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. C 1 (2)TW 210310 6 0-1/4"x4' 0-7/8 ANDERSEN WHITE MODIFIED COLONIAL I 1 HIGH IMPACT GLAZING INFRINGEMENTS WILL BE PROSECUTED. (2)TW 210210 6' 0-1/4"x3' 0-7/8" ANDERSEN WHITE MODIFIED COLONIAL STORM WATCH D 1 HIGH IMPACT GLAZING IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING 1 1 36 X80 WITH 1 SIDELIGHT 7'-0%6-8 ANDERSEN WHITE MODIFIED COLONIAL HIGH IMPACT GLAZING 3" F.A.I II I I I p II II II q I ( q II 1—� 'I II II UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER AN STORM WATCH -I II " I 1 "II ,� /2$ p 11 ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ARCHITECT 2 1 FWH3168AR S-1%6'-8" ANDERSEN WHITE MODIFIED COLONIAL 2 V-c 1 -1/2 1 0 /2 y�2 V I HIGH IMPACT GLAZING I p KIT DW IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM 11 'LAV I I LAV I 11 4 11 SINK THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS FWG6068L 6'-0"X6'-8" STORM WATCH p I I p II p SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC 3 1 ANDERSEN WHITE MODIFIED COLONIAL HIGH IMPACT GLAZING p I I p TUB. N p p DESCRIPTION OF THE ALTERATION. FWH9068SASR 9'-0"x6'-8" STORM WATCH j p I I I II i II 4 1 ANDERSEN WHITE MODIFIED COLONIAL HIGH IMPACT GLAZING FIN 1 ST. FLR i -1 /2" 1-1 /2 ' I -------- 4 LB 1 4 LB 2" 2°° DATE: 8-28-2016 C.0. .*`��� Y� - t;;�;, tii`\ DR. BY: K.L. { SCALE: AS NOTED C. O. C.0. CHKD: J.S. 4" HOUSE TRAP TO EXISTING SANITARY SYSTEM Plumbing Diagran NUMBER UMBER SHEET NUMBER 1611 A-4 GENERAL NOTES ROOF N.T s BOARD NAILING SCHEDULE Wood Frame Construction Manual Boulevard Planning, P.C. 1995 SBC High Wind Edition TABLE 3.1 Construction Consultants =- - AFTER TIE 516-877-2001 1. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE _ - ___--_- __-- PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH STEEL - - BLOCKING 2 BAYS Join Descri tion Number of Nails Nail Spacing THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. - - - - BACK @ 4'-0" O.C. FRAMING 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE 1. ALL STEEL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE --- - ---- __ _ Rafter to Top Plate Toe-nailed 3 - 8D per rafter TOWN OR VILLAGE PRIOR TO STARTING WORK. (IF REQUIRED) 'SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL _=_- -- ADDITIONS STEEL FOR BUILDINGS". STEEL SHALL CONFORM TO ASTM A-36 AND A-501 - - -- = ATTIC Ceiling Joist to To Plate Toe-nailed 3 - 8D per joist 3. CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, TRAP TIE Ceiling Joist to Parrallel Rafter Face-nailed 4 - 16D each la CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK CONCRETE AND MASONRY LINK# 1 - ATTACHMENT 0 SHEATHING Ceiling Joist Laps over Partitions (Face-nailed) 4 - 16D each lap & ALTERATIONS PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. - - TO ROOF RAMING 4. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE 1. ALL FOOTINGS SHALL BEAR ON VIRGIN OR UNDISTURBED SOIL OF 2,000 PSF BLOCKING 2 BAYS Collar Tie to Rafter (Face-nailed) 4 - 16D per tie # BEARING CAPACITY. THE CONTRACTOR SHALL VERIFY THE LEVEL OF LINK 2 - C NNECTION OF RAFTER TO THE PREVENTION AND BUILDING CODE AND ALL RULES AND REGULATIONS OF THE ACCEPTABLE BEARING STRATA IN THE FIELD. & THE TOP OF WALL BACK @ 4'-0" O.C. Blocking to Rafter (Toe-nailed) 2 - 8D each end TOWN OF SOUTHOLD. 2. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND Rim Board to Rafter (End-nailed) 2 - 16D each end Krug 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXITS WHICH RECOMMENDATIONS OF ACT-301-84. "SPECIFICATIONS FOR STRUCTURAL LINK# 3 - CONNECTION OF TOP WALL FRAMING 's DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR CONCRETE IN BUILDINGS" (fc=3,500 PSI), REINFORCING STEEL, IF ANY, SHALL PLATE 0 STUD ------------------- ----------- SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO CONFORM TO ASTM A-615 GRADE 60. TOP PLATE _____ TOP OF PLATE • FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL SECOND FLOOR To Plate to To Plate Face-nailed 2 - 16D per foot Residence 3. ALL MASONRY UNITS SHALL BE CLEANED OF ANY DIRT OR DUST PRIOR TO ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. ELEVATION VARIES LINK 4 - CO ECTION OF TRAP TIE Top Plates at Intersections Face-nailed 4 - 16D joints - each side 6. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED INSTALLATION TO ENSURE A SECURE AND PROPER BOND. SHEATHING TO) HEA R Stud to Stud Face-nailed 2 - 16D 24" o.c. DIMENSIONS. ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE LINK# 5 - CONNECTION F HEADER Header to Header (Face-nailed) 16D 6" o.c. along edge INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION. MECHANICAL TO ADJACENT EXTE I R WALL AJU BLOCKING 2 BAYS 7. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND " Top or Bottom Plate to Stud (End-nailed) 2 - 16D per 2x4 stud 1. RADIATORS AND BASEBOARD CONVECTORS SHALL BE LOCATED BELOW WINDOWS BACK @ 4-0 O.C. p SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT WHERE POSSIBLE OR ADJACENT TO DOORS AND WINDOWS. SIZE OF FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE CONVECTORS TO BE CALCULATED BY THE PLUMBING AND/OR HVAC 3 - 16D per 2x6 stud 5 Mason Drive USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT CONTRACTOR. 4 - 16D per 2x8 stud BY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE Bottom Plate to Floor joist, Cutchogue, NY ARCHITECT. 2. FIRST AND SECOND FLOORS SHALL BE ZONED SEPARATELY. 1 8. OMISSIONS OR ERRORS CONTAINED IN THE DRAWING AND SPECIFICATIONS DO 3. HVAC DUCTS TO BE HIDDEN WITHIN WALLS AND CLOSETS WHEREVER POSSIBLE. FIRST FLOOR TUD TO FLOOR Bandjoist, Endjoist or Blocking (Face-nailed) 2 - 16D 1,2 per foot NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH ALL APPLICABLE FINAL LOCATIONS SHALL BE APPROVED BY THE ARCHITECT AND/OR OWNER. LINK# 6 - CONNECTI N OF WALL STATE AND LOCAL CODES. TO FLO R FRAMING CONNECTION FLOOR FRAMING 4. EXPOSED DUCTS IN CRAWL SPACES OR ATTIC AREAS SHALL BE INSULATED. 9. ALL WORK SHALL BE PERFORMED D A EACH WORK MANNER AND THE SITE Joist to Sill, To Plate or Girder Toe-nailed 4 - 8D per joist REVISIONS• DATE: LINK 3 - CONNECTION OF TOP BLOCKING 2 BAYS SHALL BE CLEANED UP AT THE END OF EACH WOIRK DAY, CLEAR OF ANY FINISH SECOND FLOOR # HAZARDOUS CONDITIONS. N_.Y.S. ENERGY CODE STATEMENT -'_F'------r-,r---- ----------PLATE-T6 Bridging to Joist Toe-nailed 2 - 8D each end -- - --- -ENERGY-COPE - ELEVATION +8-10 BACK @ 4-0 O.C. 10. THE CONTRACTOR SHALL ENSURE THAT ALL REQUIRED INSPECTIONS ARE 1. THE ARCHITECT HAS EXAMINED THESE PLANS AND SPECIFICATIONS AND, TO LT INK# 4 - _COCONNION O Blocking to Joist (Toe-nailed) 2 - 8D each end CALLED FOR IN A TIMELY MANNER. THE BEST OF HIS KNOWLEDGE, THEY COMPLY WITH THE REQUIREMENTS WITH SHEATHING 0 HEADER Gable End Wall Bracing 9 P ( ) 3 - 16D each block 11. THE CONTRACTOR SHALL ENSURE THAT ALL TRADES COOPERATE TOGETHER THE NEW YORK STATE ENERGY CONSERVATION CODE. Ledger to Sill or To Plate Toe-nailed TO SATISFY THE PROPER COMPLETION OF WORK OF EACH OF THE TRADES. HE CS 1 N.T.S. Ledger Strip to Beam (Face-nailed) 3 - 16D each joist SHALL ADVISE THEM OF CONDITIONS NECESSARY FOR THE PROPER LINK 5 - CONNECTION F HEADER CARPENTRY # ILILIJoist on Ledger to Beam Toe-nailed) 3 - 8D per joist INSTALLATION OF EACH TRADE. - -- - - TO ADJACENT EXTE I R WALL 1. ALL LUMBER SHALL BE NUMBER 2 DOUGLAS FIR OR 1,200 PSI HEM-FIR. Band Joist to Joist (End-nailed) 3 - 16D per joist 2. ALL JOISTS SHALL HAVE SOLID BRIDGING AT 8'-0" O.C. Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16D per foot 3. ALL EXTERIOR AND BEARING WALLS SHALL HAVE "CATS" AT MIDPOINT. ALL ° 1� ROOF SHEATHING DOOR OPENINGS, ARCHES, AND WINDOWS SHALL HAVE "CATS" ON EACH SIDE. SIMPSON STRONG-TIE WOOD FRAMING CS16 CONNECTOR MIN. Structural Panels 8D 6" edge/ 6" field _FRAMING----------- 4. ALL PLATES AND SLEEPERS SHALL BE PRESSURE TREATED LUMBER. LINK# 6 - CONNECTION 0 ALL Diagonal Board Sheathing 5. UNLESS OTHERWISE NOTED, ALL PLATES ARE TO BE SECURED TO THE 1. DESIGN LOADS: FIRST FLOOR - 40#/SF LIVE LOAD - 20#/SF DEAD LOAD - 60#/SF TOTAL TO FLOOR FR ING USE 22 - 10d x 1 1/2 1" x 6" or 1" x 8" 2 - 8D per support ROOF - 15#/SF LIVE LOAD - 20#/SF DEAD LOAD - 35#/SF TOTAL FOUNDATION WITH DIAMETER GALVANIZED "J BOLTS 4'-0" O.C. GALVANIZED NAILS pp SECOND FLOOR - 30#/SF LIVE LOAD - 20#/SF DEAD LOAD - 50#/SF TOTAL 6. ALL PLATES AND SLEEPERS OR ANY OTHER WOOD IN CONTACT WITH FINISH FIRST FLOOR LINK 7 - CONNECTION JOIST 1" x 10" or wider 3 - 8D per support CEILING - 20#/SF LIVE LOAD - 20#/SF DEAD LOAD - 40#/SF TOTAL CONCRETE, CONCRETE BLOCK, MORTAR, SOIL, TERMITE SHIELDS, ETC. SHALL BEELEVATION +0-0 TO PLATE PRESSURE TREATED LUMBER. CEILING SHEATHING 2. DESIGN TIMBER STRESS - DOUGLAS FIR SOUTH, NO. 2 GRADE FB = 7. ALL PLATES SHALL SIT ON ALUMINUM TERMITE SHIELDS. GRADE Gypsum Wallboard 5D coolers 7" ed e 10" field 825 PSI, E = 1,200,000 PSI. 8. ALL OPENINGS SHALL BE DOUBLE FRAMED, ALL AROUND. LINK# 8 - CONNECTION OF W�4LL CLEAR 3. ALL HEADERS SHALL BE (2) 2"X6" ® 2"X4" WALLS & (3) 2"X6" WALLS 9. TREATED LUMBER SHALL BE SOUTHERN YELLOW PINE, PRESSURE TREATED, 40 TO FOUNDATION SPAN WALL SHEATHING YEARS MINIMUM. 2"X6" WALLS UNLESS NOTED OTHERWISE. I Structural Panels 8D 6" edge/ 6" field 10. ALL JOISTS ALIGNED WITH PARTITIONS ABOVE SHALL BE DOUBLED. I 4. ALL HEADERS SHALL BEAR ON 4"X4" POST ® 2"X4" WALLS OR 4"X6" I POST 2"X6" WALLS UNLESS NOTED OTHERWISE. 11. UNLESS OTHERWISE NOTED, ALL OPENINGS SHALL HAVE MINIMUM 2-2X8 I Fiberboard Panels HEADERS WITH J" PLYWOOD PLATES, GLUED AND SPIKED BETWEEN THE 5. ALL COMPONENTS SHALL BE ANCHORED AND CONTINUOUSLY i 7/16" 6D 3" edge 6" field CONNECTED FROM THE FOUNDATION TO THE ROOF TO PREVENT MEMBERS. 9 / COLLAPSE OR PERMANENT LATERAL MOVEMENT UNDER WIND FORCES. 12. ALL WOODEN HEADERS SHALL BEAR ON 4X4 POSTS, MINIMUM. I ° V-0" 25/32" 8D 3" edge / 6" field 6, FASTENERS AND CONNECTORS TO FLOOR BEAMS AND BRACING 13. ALL FLITCH PLATE HEADERS SHALL BEAR ON 06 POSTS, MINIMUM. I MIN. Gypsum Wallboard 5D coolers 7" edge/ 10" field SHOULD BE OF CORROSION RESISTANT MATERIALS AND SHOW NO FINISHES ; PROVIDE MINIMUM 1 , EVIDENCE OF CORROSION OR DETERIOATION WHICH MIGHT REDUCE _ I END DISTANCE Hardboard 8D 6 edge/ 6" field THE ABILITY OF THE STRUCTURE TO RESIST WIND EFFECTS. 1. UNLESS OTHERWISE NOTED, ALL MOLDINGS AND FINISH MATERIALS SHALL �L------------------- EQUAL NUMBER OF Particleboard Panels 8D 6" edge/ 6" field 7. ALL FASTENERS AND CONNECTORS INCLUDING NAILS, BOLTS, STEEL MATCH EXISTING AS CLOSELY AS POSSIBLE AND SHALL BE APPROVED BY THE L------------------- °° WIND ANCHORS, AND TRUSS PLATES ARE TO BE HOT DIPPED GALVANIZED. OWNER. SPECIFIED NAILS IN Diagonal Board Sheathing IF IN CONTACT W/ AQC LUMBER ALL FASTENERS AND CONNECTORS SHALL 2. ALL SHEETROCK SHALL BE POWER-SCREWED IN PLACE. ALL SHEETROCK 1" x 6" or 1" x 8" 2 - 8D per support BE STAINLESS STEEL OR DOUBLE GALVANIZED COATING. JOISTS SHALL BE TAPED AND SPACKLED WITH THREE COATS OF JOINT COMPOUND, SANDED AND READY FOR PAINT. 1" x 10" or wider 3 - 8D per support 8. GABLE ROOFS SHALL BE STABILIZED BY INSTALLING 2x4 INCH 3. PLYWOOD SUB-FLOORS SHALL BE POWER-SCREWED DOWN TO JOISTS OR - NOTE: BLOCKING ON 2-FOOT CENTERS BETWEEN THE RAFTERS AT EACH SLEEPERS. STRAP TIES TO BE PLACED FLOOR SHEATHING GABLE END FOR A DISTANCE OF 8 FEET TOWARD THE BUILDING INTERIOR FROM EACH GABLE END. 4. ALL TUBS AND SHOWER ENCLOSURES AND PLATFORMS SHALL BE COVERED Critical Load Path AT 16" O.0 Structural Panels 2 WITH "WONDERBOARD". ALL OTHER BATHROOM WALLS SHALL BE COVERED WITH 9. MAINTAIN 2" MINIMUM CLEARANCE BETWEEN ALL STRUCTURAL FRAMING WATER-RESISTANT (BLUE) SHEETROCK. 1" or less SD 6" edge/ 12" field MEMBERS AND FIREPLACE OR CHIMNEY MASONRY. 5. IN AREAS WHERE WALLS ARE REMOVED, FINISH FLOORS SHALL BE CS 1 N.T.S. DRAWING IS DIAGRAMMATIC ONLY & IS NOT REFLECTIVE OF ACTUAL MEMBER SIZES 8 Typ. Strap Roof/Wall Tie Detail greater than 1" 10D 6" edge / 6" field 10. ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR "TOOTHED-IN" TO MATCH EXISTING FINISH FLOORS. OR TYPES. FOR THIS PARTICULAR PROJECT SEE FLOOR PLANS & SECTIONS. BLOCKING � INTERVALS NOT EXCEEDING EIGHT FEET. CS 1 Diagonal Board Sheathing 11. ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH "HURRICANE 6. UNLESS OTHERWISE NOTED, ALL CLOSETS SHALL HAVE A POLE HUNG AT 5'-6 CLIPS" @ 16" ON CENTER. WITH A SHELF OVER THE POLE. 1" x 6" or 1" x 8" 2 - 8D per support John E. S tump f, P.C. 12. ALL MICRO=LAM LAMINATED 'VENEER LUMBER TO BE DOUGLAS FIR AS 7. ALL NEW WORK SHALL RECEIVE ALUMINUM GUTTERS AND LEADERS. 1" x 10" or wider 3 - 8D per support " 8. UNLESS OTHERWISE NOTED, ALL NEW BATHROOMS SHALL HAVE A TOWEL BAR, MANUFACTURED BY TRUS JOIST CORP. OR EQUAL. SIZES AS INDICATED ON CS20 x 18' MIIN. ICE & WATER SHIELD TO BE 24" FROM EDGE OF ROOF •ARCHITECTS'ENGINEERS PLANS. MICRO-LAM INSTALLATIONS SHALL BE IN STRICT CONFORMANCE TWO SOAP DISHES, A TOOTHBRUSH HOLDER AND A TOILET PAPER HOLDER, 2' TOP LAP 1. Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is MINIMUM. MET. DRIP WITH MANUFACTURERS SPECIFICATIONS AND RECOMWENDATIONS. EDGE APP'D 4 TOP LAP nailed 3" on-center oth the panel edge to obtain higher shear capacities, nailing requirements for structural 9. UNLESS OTHERWISE NOTED, ALL NEW POWDER ROOMS SHALL HAVE A TOWEL OVER FELT UNDERLAYMENT 15 LB members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain the load 'LAND SURVEYORS 13. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED ASPHALT FELT SHALL BE 'SIMPSON STRONG-TIE CONNECTORS" OR EQUAL AND SHALL BE BAR, SOAP DISH, TOOTHBRUSH HOLDER AND TOILET PAPER HOLDER, MINIMUM. ALONG RAKE 2. WAA•wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to 725 Franklin Ave. CAPABLE OF HANDLING LOADS @ CONNECTION POINTS. INSTALLATIONS SHALL be reduced to 1 - 16D nail per foot. BE IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS. ELECTRICAL 1".. WOOD Garden City NY 11530 14. DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND 1. ALL ELECTRICAL WORK SHALL BE DONE AS PER GOVERNING LOCAL CODE. ° DECK ALL OPENINGS. (VARIES) 11 V�Tind-Bourne Debris Protection 2. ELECTRICAL SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE INSTALLED CS 1 Telephone FaX 15. PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD . AS PER NEW YORK STATE CODE REQUIREMENTS. ° � '`° 516-877-0400 516-746-8622 ASPHALT ROOFING 3. EXISTING ELECTRICAL SERVICE SHALL BE RELOCATED AS REQUIRED TO :.;" METAL 631-734-2011 516-538-4090 FACILITATE NEW CONSTRUCTION. LOCATION SHALL BE APPROVED BY THE DRIP 1. ASPHALT SHINGLES SHALL HAVE SELF-SEAL STRIPS OR BE INTERLOCKING. ARCHITECT AND/OR OWNER. m NAILING 2. FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, 4. ELECTRICAL SERVICE SHALL BE UPGRADED TO ACCOMODATE THE NEW °° 9' STARTER STRIP WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE CONSTRUCTION AND REPLACED WERE DEFICIENT °° LSU28 HANGERS OR COURSE OF FOR WOOD STRUCTURAL PANELS a,b,c,d Internet: vvww.blvdplan.COm OR COPPER ROOFING NAILS - MIN. 12 GAUGE SHANK'. WITH A MIN.3/8" DIA. HEAD. SHINGLES INVERTED AS PER TABLE R301.2.1.2 3. ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE. 5. ANY ALUMINUM WIRING ENCOUNTERED DURING CONSTRUCTION SHALL BE 4 Ridge strap/ teco REMOVED AND REPLACED WITH STANDARD BX OR ROMEX WIRING. p START FIRST COURSE FASTENER SPACING WITH FULL STRIP THESE PLANS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE GLAZING CS 1 SIMPSON STRONG-TIE FASTENER PANEL SPAN 4 FOOT 6 FOOT AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. -- -_--- PLUMBING PER RAFTER INSTALLED UNDER PLYWOOD START THIRD COURSE START SECOND < PANEL SPAN < PANEL SPAN INFRINGEMENTS WILL BE PROSECUTED. 1. IDENTIFICATION. EXCEPT AS INDICATED IN SECTION R308.1.1 EACH WITH CEILING COLLAR TIES AT 32" O.C. WITH FULL STRIP COURSE WITH FULL TYPE < 4 FOOT < 6 FOOT < 8 FOOT PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN 1. EXISTING HOSE BIBS SHALL BE RELOCATED AS REQUIRED. CS20 x 18' MIN. WITH (7) IOD COMMON NAILS MINUS FIRST TAB STRIP MINUS 1/2 TAB 2 id #6 III SECTION R308.4 SHALL BE PROVIDED WITH A MANUFACTURER'S OR INSTALLER'S 2. UNLESS OTHERWISE NOTED, ALL PLUMBING SHALL BE AMERICAN STANDARD OR WOOD SCREWS 16" 12" 9» LABEL, DESIGNATING THE TYPE AND THICKNESS OF GLASS AND THE SAFTEY GLAZING KOHLER. HUrriCane C11 Detail NOTE: STANDARD WITH WHICH IT COMPLIES, WHICH IS VISABLE IN THE FINAL 3. PLUMBING PERMIT TO BE FILED SEPARATELY BY THE CONTRACTORS PLUMBER. 3 ALL ROOF SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE. 2 1 2" 8 „ IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING INSTALLATION. THE LABEL SHALL BE ACID ETCHED, SAND BLASTED, CSJISIMPSON STRONG-TIE - (H-2) FASTENERS SHALL BE MIN. 12 GAUGE SHANK GALVANIZED NAILS W/ MIN. 3/8 DIA. HEAD WOOD SCREWS 16 16 12 UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER AN CERAMIC-FIRED, EMBOSSED MARK, OR SHALL BE OF A TYPE WHICH ONCE APPLIED ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ARCHITECT CANNOT BE REMOVED WITHOUT BEING DESTROYED,. 4. COPPER PIPING SHALL BE USED FOR ALL WATER SUPPLY. a: This table is based on 100 mph wind speeds and a 33-foot mean roof height. IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM EXCEPTION: TEMPERED SPANDREL GLASS MAY BE IDENTIFIED BY THEMANUFACTURER 9 Asphalt Roof Shingle Detail. b: Fasteners shall be installed at opposing ends of the wood structural panel. THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS WITH REMOVABLE PAPER LABEL c: Nails shall be 10d common or 12d box nails. SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC CS 1 d: Where screws are attached to masonry or masonry/stucco, they shall be attached utilizing vibration-resistant anchors DESCRIPTION OF THE ALTERATION. having a minimum ultamite withdrawl capacity of 490 pounds. SHINGLE CAP RIDGE VENT PROVIDE SOLID BRIDGING �r DATE: 8-28-20I6 1/2" SPACING AL-LOWS ` 20 GA. COIL STRAPPING ® 16" OC o SIMPSON STRONG-TIE - (H-2.5) HOLDOWN INSTALILATION ENDWALL I DR. BY: K.L. F BY " SIMPSON STRONG TIE" �1 HIP RAFTER ° ' 1 EXHAUST AIR CORNER STUD CONNECTED '', `w SCALE: AS NOTED ASPHALT SHINGLES 1/2" PLY ROOF ,q•. TO TRANSFER SHEAR FELT PAPER SHEATHING (TYP.) CHKD: J.S. MTS12 I° HCP2 FTER 12 Desi n Criteria bb °° ° °�� •. ° e o CS 1 AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY N SIMPSON.. N .• 2-16d COMMON NAILS C�G6" DWELLINGS (WFCM) 1995 HIGH WIND EDITION SIMPSON.. LT T 131 o G CLIMATIC AND GEOGRAPHIC DESIGN L.V.L RIDGE CRITERIA WJ LSU26 HANGERS orWIND SUBJECT TO DAMAGE FROM 2-2"x TOP PLATE / LSU28 HANGERS SID�WP�� Fyp ICE SHIELD FLOOD �v GROUND SEISMIC WINTER UNDERLAY- HAZARDS PROJECT NUMBER SHEET NUMBER 9<< SNOW DESIGN FROST LINE DESIGN MENT OUTSIDE 1 Hip Rafter Connection6 Simpson Strong-Tie LOAD SPEED(mph) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED 500 YR r5_-� Ridge Vent W/ Strap Detail (-I o Typical Corner Stud Holdown Detail 45 PSF 110 MPH B SEVERE 3 FT MODERATE/HEAVY SLIGHT/MODERATE 11 REQUIRED FLOODPLAIN 16111 1 1 l CS1 ji CSIMPSON STRONG-TIE - LSU26 HANGERS CS 1 At Cantilever SIMPSON STRONG-TIE - (H-2.5) CS 1 Boulevard Planning, P.C. Construction Consultants RIDGE STRAPPING 516-877-2001 i ADDITIONS - - -\`= -- & ALTERATIONS GENERAL WIND PROTECTION CONNECTION NOTES TO THE ---- ----- ---- _hi ;--- RAFTER TO WALL �� � ��_ l WINDOW S i LL PLATE HOLDDOWN ANCHORS = RAFTER To WALL -- ---- - CONNECTION—-,., "" `` CONNECTION FAKE OVERHANG - REQUIRED FOR �! ASSEMBLY FOR ALL CONNECTIONS AND TECHNIQUES TO BE IN ACCORDANCE WITH THE Krug's OUTLOOK CONNECTIONS TYPE 1 II SHEAR ___- ~` FOLLOWING MANUALS. A 1 995 SBC HIGH WIND EDITION WOOD FRAME - ____ RA CONST WALLS �=- ,`=- � ) RUCTION. Residence ce HEADER SPAN UPLIFT Ibs I CONNECTIONS (6 PANEL EDGE B) SSTD 10-99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION. it C) ASCE 7-02 (REVISED FROM 7-98) MINIMUM DESIGN LOADS FOR BUILDINGS AND RAFTER UPLIFT 2' 254 NAILING) I' SPAN LB54' 504 j ! OTHER STRUCTURES 2" O.C. 36 I - WALL OLDOWN CAPACITY, 6 762 HEIGHT LBS j II 1225 Mason Drive 16" O.C. 481 g I O 16 81 3375 THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE MANUALS FOR WIND -- ! j'i PROTECTION FOR PROPER INSTALLATION ALL OTHER CONSTRUCTION SHALL BE IN Cutchogue, NY 10, 1 270 9' 3800 i j ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. 12 - 1524 L 10, _ 4225WALL TO WALL j ---- HOLDDOWNS WHERE REQUIRED,_\ WALL TO WALL 14' 1 778 CONNECTION j / \� , 'CONNECTION �; 1 ) RIDGE TO RAFTER ASSEMBLY. DATE. 1 6 2032 - _ _ -_ -- - _ _- - - _ - _- REVISIONS -- - 1 - 1/4" x 20 GAUGE METAL STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS. _A_-_--� �-=-__LY ---- Y1==�1- JJ= VV l WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF I Od Et j COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE IS NOT TO EXCEED j THE TABULATED NUMBER OF 8d IN THE STEEL STRAP. - - --" I 2) RAFTER TO WALL ASSEMBLY. UPLI ET_ CONNECTIONS FOR RAFTER TO WALL, WALL j I LATERAL FRAMING AND SHEAR CONNECTIONS FOR RAFTER, CEILING, JOISTS OR TRUSS TO TOP PLATE SHALL BE IN ACCORDANCE TO CHART INCLUDED. TO WALL, AND WALL TO FOUNDATION USE 4-8d COMMON NAILS PER RAFTER AND/OR CEILING JOIST TO TOP PLATE CONNECTION AT WALL HEIGHTS UP TO I O' AND AT RAFTER/CEILING JOISTS ROOF SPAN CONNECTION CAPACITY MIN. 8d NAILS NOTES 'I j i SPACING 16" O.C. FOR AN ALTERNATIVE FO LATE @ R RAL AND SHEAR CONNECTION LB5 REQUIRED - WHEN RAFTER OR TRUSS DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR HOLDDOWNS WHERE REQUIREL)� 12' 427 4 WALL TO FOUNDATIO ALL TO FOUNDATION TRUSSES SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. 16' 526 5 CONNECTION' , II % CONNECTION 20' - -- 626 5 WALL ASSEMBLY TO WALL ASSEMBLY. - - - - - -- � WALL STUDS ABOVE AND STUDS BELOW SHALL BE ATTACHED WITH UPLIFT 24' 726 6 - -- CONNECTORS. 28' 8 2 6 --7 � 1 I GIRDER STRAPPING—' WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE STUDS 32' 927 8 �j SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT 36' 770 - 7 - -- -- 12" O.C. CONNECTIONS. TYPICALWEND 0 . PATH 4) WALL ASSEMBLY TO FOUNDATION. FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR C,Ai-F: ',1 T.- BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A MINIMUM - -__-- - - EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND SLAB-ON-GRADE, 15 RIDGE STRAPPING HEADER GIRDER CONNECTIONS ! -- :T== - INCHES IN p 71 MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN �� �TEI\S LHEADER ACCORDANCE WITH TABLE 3.3B OF SBC 1995 HIGH WIND EDITION WOOD FRAME p I O . C .O . C . R FOR � ROOF UPLIFT LATERAL - - ------- ------- -- - --�;T� CONSTRUCTION MANUAL. WHEN THE STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE I I SPAN SPAN LBS LBS � '� � I�I PITCH SPAN LBS II 3" SQUARE WASHERS SHALL BE USED IN THE ANCHOR BOLTS AND THE ANCHOR BOLT ROOF ROOF _CONNECTION CAPACITY ' 2 469 254 ! HEADER STRAPPING ! SPACING SHALL NOT EXCEED 72" O.C. FOR BUILDINGS WITH A CRAWL SPACE OR 4' 939 504 j BASEMENT. BUILDINGS WITH A SLAB-ON-GRADE SHALL HAVE ANCHOR BOLTS AT A 12' 644 ,SILL CONNECTORS MAXIMUM OF 32 O.C. STEEL STRAPS EMBEDDED IN OR IN CONTACT WITH I6' 858 _ 6 1408 762 John E. Stumpf, P.C. - - 3: 12 it _ _ _ SLAB ON GRADE 20' 1073 8' 1878 1016 OR MASONRY BLOCK FOUNDATIONS SHALL BE HOT DIPPED GALVINIZED COATED. -ARCHITECTS-ENGINEERS- 20 --- --- - HOLDDOWN ANCHOF IOLDDOWN ANCHORS 24 -- - 1287 _10' 2347 1 270 ` 12' 28 17 1524 � \` i III' -II' � / i i i. 5) HOLDDOWNS. -LAND SURVEYORS 1 2' 5 08 I -_ 1 725 Franklin Ave. HOLDDOWN SHA i -�� LL BE PROVIDED AS SPECIFIED IN THE SHEAR WALL REQUIREMENTS OF 16 678 I4' 3286 1778 - - - - - - 1 ---_ ---- - - Garden Cit NY 11 TABLES 3.5A-5 FOR WALL TYPE I OR TABLE 3. 1 6 FOR WALL TYPE II SELECTED IN y 530 I6' 3756 2032 20 847 � ACCORDANCE WITH 3.4.4.2 FROM THE SBC 1995 HIGH WIND EDITION WOOD FRAME 4: 12 2 -- ' 620 254 �' CONSTRUCTION MANUAL. A CONTINUOUS LOAD PATH FROM THE HOLDDOWN TO THE Telephone Fax - 24' 1017 - -- ---- FOUNDATION SHALL BE MAINTAINED. WHERE A HOLDDOWN RESISTS THE 516-877-0400 516-746-8622 OVERTURNING 28' 1 186 4' 1 239 504 LOAD FROM THE STORY OR STORIES ABOVE, THE HOLDDOWN SHALL BE SIZED FOR THE 631-734-2011 6' 1859 762 516-538-4090 32' 1357 I T T ASSEMBLY REQUIRED HOLDDOWN CAPACITY TENSION CAPACITY AT ITS LEVEL. PLUS THE REQUIRED12' 3928' 2479 IO16 TY IC ® L SAAL.L Internet: www.blvdplan.com HOLDDOWN TENSION CAPACITY OF THE STORY OR STORIES ABOVE. 28' h ! , 10, 3098 1270 � L- N.T.S16 523 _ 6) CONNECTIONS AROUND WALL OPENINGS. THESE PLANS AND SPECIFCATIONS ARE INSTRUMENTS OF SERVICE j 20' 653 12' 3718 1524 - - - - AND ARE THE PROPERTY OF BOULEVARD PLANNING P.C. HEADER AND/OR GIRDER CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECTIONS. INFRINGEMENTS WILL BE PROSECUTED. ! 5: 12 24' -- 783 14' 4338 1 778 MIN . NAIL SPACING EOR WALL SHEATHING 28' 915 1 � 16 2 4958 032 7 WINDOW SILL PLATES. 32' 104521 770 254 ATT T5 NAIL SPACING AT !�_I! SPACING AT INTERMEDIATE WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS. IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING -- PANEL EDGES `SUPPORTS IN THE PANEL FIELD - LO I _ 2x4 WALL SILL PLATE (FLAT), I -PLY FOR OPENING UP TO 4' 1 " AND 2-PLY FOR NDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER AN ! I _ _ TEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ARCHITECT ' 361 1176 41 1540 504 OPENING UP TO 6'-0" IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS ITEM 12 35 I 4' EDGE ZONE G" O.C. 12" O.C. THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS 6 23 I O 762 ____ -____ _.-___ 2x6 WALL SI LL PLAT (FLAT), I -PLY FOR OPEN I NGS UP TO 5- 1 1 " AN D 2-PLY FOR SIGNATURE AND THE DATE OF SUCH ALTERATION,AND A SPECIFIC 36' 81 308 I 101 6 INTERIOR ZONE - — 6" Q.C. - -- -- 12" O.C. OPENING UP TO 8'-9" DESCRIPTION OF THE ALTERATION. 16 468 20' 585 10' 3851 1270 12 462 I 1524 8) CATHEDRAL CEILINGS. 6: 12 24 702 "' DATE: 8-28-2016 WHERE RIDGE IS TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL BE h --- II --- I-4 -- 5391 1778 28 8I 9 _ - _ NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTORS SHALL BE DR. BY: K.L. I G' 6 I G I 2032 ATTACHED TO EACH RAFTER TO RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING. 32 936 -- -- - -- -- a TI CONNEC ONS TO THE RIDGE AND WALL SHALL BE THE SAME AS ABOVEREQUIREMENTS. �� �:'�:_ I' .� SCALE• � .,,.,. . AS NOTED 1053y 3 6 I ► 2' 326 I� , MIN . NAIL SPACING_ FOR ROOF SHEATHING W/ �F 16' 435 J i; �\OO� I\A�TE�\.�- @ I ��� O . C . 9) A MINIMUM OR THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN � CHKD: J.S. EXTERIOR ! 20' 544 NAIL SPACING AT NAIL SPACING AT INTERMEDIATE WALL. USE TWO (2) JACK STUDS ON EACH SIDE OF ALL WALL OPENINGS REQUIRING A 7: 12 24' 652 LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD HEADER UNLESS OTHERWISE NOTED. USE TWO (2) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO 6'-0" AND 28' 76 1 4' PERIMETER EDGE ZONE: 6" O.C. 6" O:C. THREE (3) FOR LARGER OPENINGS UNLESS OTHERWISE NOTED. 12: 12 INTERIOR ZONE 6" O.C. 12" O.C. 32 870 GABLE END WALL 36' 979 j 4" O.C. 41O.C. PROJECT NUMBER SHEET NUMBER --- JI RAKE * RAKE TRUSS 1611 CS -2