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HomeMy WebLinkAbout44820-Z r� ��o�oS11FW/r O Town of Southold 7/25/2021 P.O.Box 1179 0 C4 _ .. 53095 Main Rd ;,. outhold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42184 Date: 7/25/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 550 Kraus Rd,Mattituck SCTM#: 473889 Sec/Block/Lot: 122.4-38 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/11/2020 pursuant to which Building Permit No. 44820 dated 5/29/2020 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 deck steps and pergola addition with wet bar,to an existing single family dwelling as applied for. The certificate is issued to Gerard LI LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44820 12/16/2020 PLUMBERS CERTIFICATION DATED 12/8/2020 PINSwoNumbing eating Ax I I W7 OVo d Signature zI TOWN OF SOUTHOLD ��o�gUFFD��co BUILDING DEPARTMENT y x ' 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#: 44820 Date: 5/29/2020 Permission is hereby granted to: Gerard LI LLC 80-36 208th Ave Hollis Hills, NY 11427 To: make alterations (deck steps) to an excisting dwelling as applied for. At premises located at: 550 Kraus Rd, Mattituck SCTM #473889 Sec/Block/Lot# 122.-4-38 Pursuant to application dated 3/11/2020 and approved by the Building Inspector. To expire on 11/28/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $258.00 CO-ALTEgATLOZ4 TO DWELLING $50.00 Total: $308.00 Building In pector 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: House No. Street Hamlet Owner or Owners of Property: _ Suffolk County Tax Map No 1000, Section ` 22 Block 1 Lot Subdivision r`Q ,1 Filed Map. Lot: Permit No. L 4�t�V Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Sv Wur Building DeRartment Aunlication AUTHORIZATION (Where the Applicant is not the Owner) y. (Print property owner's name) (Mailing Address) do hereby authorize (Agent) to apply on my-behalf to the Southold Building Department. /Ll ,(Owner's-Signature) (Date] .� ;,(Pnizt:,0i� ��. �.e,..4�,-.�;��.�..�_ _ �. _.�.�---�:�._-��,�-...�r w-;�-..,�,,.,�.�•o ; ���, , . -. . �:may 5w igYn '('t7 yyte o?z ZIFENGTANG [Ndtary Aublic.-State of NDYork (,� �b 2 ON0.01TA63945ZQualified in Queens"Commission Expires Ju �—�'" CONSENT TO INSPECTION jo �cia�ar L1� LGG_ VL'ez. k ,the undersigned,do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the,owner(s)of the p emises in the Town of Southold, located at :550 Y(ZA�AS= ROAM. ) ' A-'1 f`��( Y . , w which-is-shown and designated-on the,.Sufolk._County,Tax.Map.as_DistricLL000 ,__ .w _ Section 1 Z2;Blocky! ,Loth That the undersigned(has)'(havo)filed,or cause to be filed,an application in the Southold Town Building Inspector's Office,for the following: �5t-4f L7 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 kno%vledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: .j e) his C7eT 'a-, I (Print Name) r (Signature) (Print Name) MENG TANG Notary Public-State of New York NQ;OITA6394525 Qualified in Queens County My Commission Expires Jui 8,2023 Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlin(-town.southold.ny.us Southold,NY 11971-0959 couff BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To, Gerard LI LLC Address: 550 Kraus Rd city.Mattituck st: NY zip. 11952 Building Permit* 44820 Section 122 Block- 4 Lot. 38 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: DC Electric License No: 4076ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceding Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 10 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4'LED Exit Fixtures 11 Pump Other Equipment: Mini Fridge(l) Notes Outdoor BBQ Area Inspector Signature: Date: December 16, 2020 S.Devlin-Cert Electrical Compliance Form As 4 o��OF So�Tyo! � o � Il Annex Telephone(631)765-1802 � >Wisia Road Fax(63 1)765-9502 P.O.Box 1179 . OC Southold,NY 071-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIF'ICATLON Date: 2 Z O Building Permit No. V V Owner,- Q�" C(P`le_as1e print) Plumber. ,I� .Y\1 \ .c_�1J� &A (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this do 7)\' PHILIPF. WOTKEWICZ Notary Public State of New York day of trN G'3 @ 20 2 0 No.WE Qualified in', uffolk County `" mission Expires Oct.31,2021 My Com Notary Public, J ! County I I U q� f l� a0F SOUTy Q �f,ll # # TOWN OF SOIJTHO D BUILDING PT. 765.1802 INSPECTION XFO] NDATION 1ST [ ] ROUGH PLBG. fNDATION 2ND. [ ] INSULATION/CAULKING [ MING /STRAPPING_ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O • i �'1�(�i V f • REMARKS. i DATE D INSPECTOR OF SOUTyo<o # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPEC ION [ ] FOUNDATION 1ST -[ ROUGH PLBG. [ ] -FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R MAR S: on DATE 1 INSPECTOR, SO(/lyo - # * TOWN OF SOUTHOLD 'BUILDING DEPT. �ycourm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION.21SID [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL ] FIREPL'ACE'& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:nna.A L o l KTOM-� 4,00, DATE 047sINSPECTOR �F SOUly�6 ` Ll �5 # TOWN OF SOUTHOLD BUILDING DEPT. `y�oupm ' 765-1602 INSPECTION [ ] FOUNDATION 1-ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ; [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: 1 moi- I l �l DATE INSPECTOR SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL A.e I [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: UWX Q DATE r� �Z INSPECTOR Jeffrey Sands Architect July 6, 2021 I��(-�, �J� � •_ To: JUL - 7 2021 Town of Southold Building Department. �'T;_ , '�,,� - - Town Hall Annex Building ?� 54375 Route 25 P.Q. BOX 1179 Southold, NY 11971 550 Krause Road, Mattituck Pergola footing depths Hello This letter is to certify that during construction I personally inspected,the pergola footing depths and can confirm they are at an adequate depth of at least 36" below grade. Sincerely, A�REO qq 0-27894 Jeffrey Sands Architect O� NEW 6 Evergreen Lane, East Quogue, New York 11942 Phone-631-375-5997, fax, 631-576-8916 email—ieff(cDisa-ny.com FIELD INSPECTION REPORT DATE COMMENTS b , FOUNDATION(IST) y ------------------------------------ �_ >01 FOUNDATION (2ND) pv z o I VD ° Y roH ROUGH FRAMING& y PLUMBING L r INStiLATION PER N.Y. �y STATE ENERGY CODE FINAL Pilo ` , ADDITIONAL COMMENTS (� ab m ro O z r d b H 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 Southoldtownny.gov PERMIT NO. Check i Septic Form N.Y.S.D.E.C. Trustees / C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 2- 20 ZD Mail to: Disapproved a/c 6 Phone:-Z-31 ? -7 S 5-117 Expiration_ ,20 Qtor APPLICATION FOR BUILDING PERMIT MAR 1 1 2020 Date��� �� , 202-0 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. Ya~applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee, agent, architect, engineer, general contractor, electrician,plumber or builder t Name of owner of premises FA7- f_�C 1, 67?AU IELpl� Clo (;7.VX An-O LZ, LLL (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. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: s�;o nPQAtAS'_P Rocco House Number ,I Street Hamlet County Tax Map No. 1000 Section I Z2— Block L4 Lot Subdivision Filed Map No. Lot 2. State exikiiig use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 51 rJ 4LI' 'FA4AkL`C b. Intended use and occupancy -=, 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work AVD S MRS -TO 9.W=-LEC (Description) 4. Estimated Cost—A z000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front TT - , Rear -7g,-1 Depth -S3 7 Height x,57' Number of Stories Z Dimensions of same structure with alterations or additions: Front Rear Depth s—:3 Height 2S 1 Number of Stories --7- 8. z8. Dimensions of entire new construction: Front_JA�';r Rear •52 I Depth Height1�y moo' Number of Stories 1 1I 9. Size of lot: Front s 8 Rear 24I , i L Depth 1 S3 -- 10. Date of Purchase l ?i Name of Former Owner J Li 7,A4Jw F- 4, coy1yxv t - 11. Zone or use district in which premises are situated F-1A U 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 14.Names of Owner of premises A'l'eck CJ AVgALA Address <-'SZO kn17AXKS Zo Phone No. SL17 -L11Z` �31-4 Name of Architect A fl%� zra S Address2 OLWAw-r-"N Lm IEL? Phone No—6 3 7� S Ifl-1 Name of Contractor QCWOWtO 4'kAwsl Address 4A r-Ms a VA i Phone No. 631 4-9,5' Z-9.5'y 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 * 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 u * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) SAPOS. being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH A Notary Public,State of New York (S)He is the A�1�T 1���-� No 01 BU618sn!;n (Contractor,Agent, Corporate Officer, etc.) Qualified In Suffolk County Commission Expires April 14,2 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 thi day of 20_� Notary Public 5 /76atu&'of Applicant r �0_260�, 'Volt". BUILDING DEPARTMENT- Electrlca�! Spector `� ' ► TOWN OF SOUTHOLD Y,7b Town Hall Annex- 54375 Main Road - PO Box Southold, Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 76 a HOLD, ' � ro err southoldtownn ov seand south;GFA � ,' APPLICATION FOR ELECTRICAL INSPECTION, ELECTRICIAN INFORMATION (All Inforrnation Required) Date: 1217//20 Company Name: DC Electric, Inc. _ s Name: David Rosante License No.: 4076-ME _email:- melissa.dc o tonline.net Address: P.O: Box 1310, 12 Old Country Road, Quogue, NY 11959 Phone No.: 631-65 - JOB SITE INFORMATION (All Information=Required) Name: Gaveau Address: 550 Krause Road, Mattituck, NY 11952 Cross Street: Phone No. ..Bldg.Permit#• - __- email: 3a)�M%?p District: 1000 Section: 122 Block: 4 Lot: 37 BRIEF-DESCRIPTION OF 1N6RK (Please Print Clearly) Additional E l -atrial ��1 Circle All That Apply: Is job ready for inspection?: YES/ NO Rough In Final Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: ,A #Meters Old Meter# New Service- Fire Reconnect-Flood Reconnect-Service Reconnected- Underground -Overhead #Underground Laterals: 1 2 M Frame-.- -Pote .Work done on Service? Y N Additional Information: PAYMENT-DUE WITH APPLICATION Request for Inspection Forrn.xls PERMIT# Address: Switches Outlets ` GFI's ; Surface f Sconces ' H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: l Comments: ' r � - Jeffrey Sands Architect September 23, 2020 To: Town of Southold Building Department: Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 550 Krause Road, Mattituck permit amendments Hello We have two open and active permits on this property that we need to amend, please see enclosed packages. House permit: Permit was for modifying existing deck steps, we have changed them again and also added a prefab pergola attached to the side of the house. Also we have added a sign in the bbq area that is connected to a drywell Cabana permit: We have obtained SCHD approval for adding a toilet and lavatory sink to the cabana so we have now replaced the changing room with a toilet room. Original SCHD approval attached Please let us know what the fee is for these changes Sincerely, C OVE SEP !, "020 D BUMDING DEM Jeffrey Sands Architect 6 Evergreen Lane, East Quogue, New York 11942 phone-631-375-5997, fax, 631-576-8916 email—ieffCc��sa-ny.com SYMBOL LEGEND E] MONUMENT FND FIRE HYDRANT [0 GAS METER FE FENCE 0 IP /IB. FND (0 MANHOLE p WATER METER MAS MASONRY ® IP /IB SET "A"-INLET N GAS VALVE PLAT PLATFORM Di,65 SPOT ELEVATIONS "B"-INLET WATER VALVE W W WINDOW WELL TRAFFIC SIGNAL POLE "E"-INLET ,�c$� TEST HOLE B/W BAY WINDOW UTILITY POLE E3 YARD INLET SnA' TREE C/E CELLAR ENTRANCE >— GUY WIRE 0 YARD INLET SHRUB 0/H OVERHANG UTILITY POLE W/LIGHT ® CABLE TV BOX • BOLLARD R/0 ROOF OVER LIGHT POLE Z A/C UNIT ® WETLAND FLAG L S.A LANDSCAPED AREA SIGN ® ELECTRIC METER CANT CANTILEVER D C DEPRESSED CURB KRAUS ROAD (50' WIDE') _---- – ---EDGE OF PAVEMENT -- (' ------- ` .( S80°37'20"E __ 132_88' FEN No 0.6' \"I". 0.6' Co E J ?m o a U <p W I \\ r\ S � I 0 FEN 3I 6'��• � � 4' CHAIN LINK FEN 14.30 29.7 c R/O PLAT c 26.3' a—01—01—a—o„ ` _ GARAGE/ iO 17.8' .' Lo LL Co, / 2 STORY% TAX LOT 37 J 0 N / FRAME RESIDENCE zav. , 4X/5, / // 0o \�10 FS1 9 BRICK ../ OD ITo BEN6 WOOD �, 31.2' oy' �`o "V• N4'. DECK �' iT cN1 27.3' I` R0W , W F/S^ PROP. PROP.STEPS O 28' STONE TERRACE 420' PROP. OUTDOOR 0 2 19.4' PROP. SHOWER a So PROP. a a S Q� SWIMMING POOL o 0 ta.4' (4o'x1e') caeaNa W TAX LOT 88 1.q 14.4' � 121.71' FEN 221,'(f ® 51 • ' UNK FEN �O-V 1Y80°39'10��// 6'STOCKADE FEN GAS 'C") t�01.1Uc► (25' RIGHT OF WAY LAND OF ZEBROSK) FEN0.84 p 0.2=T• B Co a e F sI B B TAX LOT 41 TAX LOT 39 B B LL B z B J Z U Wp pp B h B , I fto� eq S74°05'2 ft ^1 h 01 98.92' E 11.5. `� �NyI 4'CHAIN LINK FEN w �-F�"} 41 1.2' �. o� O ^ z CQ O , " OO/ j TAX LOT 46 ,O A w Z 05 R53 ,O O i°� cD LOT AREA CID C14 27'155.99 S.F. R? 0.62 AC. N74o 05 20•,jy'g T'A'Y LOT 42 6 nt 50.00' ► 1 Ns;'047 GRAPHIC SCALE I z00 GUARANTEED TO: 40 0 20 40 COMPOSITE DECK FIRST AMERICAN TITLE INSURANCE COMPANY LANGDON TITLE AGENCY LLC. 60 = Z�11-11u' GERARD U LLC. ( IN FEET ) 1 inch = 40 ft. 1 03 03 2020 PROPOSED ADDED MC MJS REV DATE DESCRIPTION BY I CHK EW O� N so Al' SCALICE SURVEY OF PROPERTY land surveying SITUATEMATTITUCK m j s l a n d s u r v e y . c om P: 631 -957-2400 TOWN OF SOUTHOLD "Oo O505� � DR.:MC CREW.:JM SCALE: 1" = 40' SUFFOLK TAX MAP NO. SUFFOLK COUNTY, NEW YORK LAND 1000-122.00-04.00-038.000 DATE SURVEYED:07/30/2019 JOB No.S19-1692 AND 045.000 (I)UNAUTMOR12EI ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A 110-01,OF SECTION 7203,SUB-DMSION 2.OF NEW YORK STATE EDUCATION UW (2)ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION (3)CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS,ING THE CERTIFICATION IS UNITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED TO THE TITLE COMPANY,TO THE GOVERNMENTAL AGENCY,AND TO THE LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP (4)THE CER71SCATIONS HEREIN ARE NOT TRANSFERABLE(5)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMEN75 ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY (B)THE OFFSET(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY ONES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WAILS,POOLS,PATIOS PLANTING AREAS,ADDITIONS TO RESIDENCES,AND ANY OTHER TYPE OF CONSTRUCTION (7)PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY (8)THIS SURVEY WAS PERFORMED WITH A SPECTRA FOCUS 30 ROBOTIC TOTAL STATION (9)THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF ANY.NOT SHOWN ARE NOT GUARANTEED SEAL rc ED"A.RC 14 GAGE STEEL BASE BRACKET BOLTED TO PC PIER WITH(4)r X 3 " 4" BOLTS '` H1, o', OF ;y V1` a i ° ° ARCHITECT \� JEFFREY SANDS �. PC SLAB ° a PC SLAB° ARCHITECT 6 EVERGREEN LANE EAST QUOGUE, NY 11942 PC PIE R PHONE 631.375.5997 ZFAX 631.576.8916 _ EMAIL:JEFF@JSA-NY.COM Q V PROJECT a a GAVEAU /R-ESIDENCE 550 KRAUSE ROAD a a MATTITUCK NEW YORK SCTM 1000-122-4-39 DRAWING TITLE SECTION THRU PERGOLA POST- POST DETAIL /4-- SCALE 1 =� )_C„ >-� �,_ �, -f SCALE DATE C ! �, "; . "=1'-0" 10-5-2020 ///���111111 , 1 1 DRAWING NUMBER OCT - 7 2020 sL A RC'lT?V Y.�W��T�'19 KRAUSE ROAD (50 ' WIDE --- ---------------- ----------------------- ------------------------------------------------------------------------ S80 °37 ' 20 " E 132. 88 ---_--_ ------------ % FEN �—0.5' <" I WM I Q 10.6' ' CSS CYD I I � I � t\ I % I I w 57 J I � W I O i FEN I I � �I 9.7' .3' `�� OH OH OH O" OH �_ OH J Ln \ , OH OH AR E SEAL17 TAX LOT 37 m FAME ESI D NCE 0 #55 4. co �r ' eB0 tuft q � {'�r_- �1'.^-,� ,•�` Dow w '00D°E°` ,% + '� ARCHITECT `�� �� JEFFREY SANDS od > 41 ARCHITECT O �; O 6 EVERGREEN LANE —,,F/S I I EAST QUOGUE, NY 11942 2 $' o I `, O PHONE 631.375.5997 wn. I fl esu o ' ��`` �� FAX 631.57 6.8916 EMAIL:JEFF(a),JSA-NYA-NY.COM _ e - TAX`,, LOT 38 0 0 � �� b /�0�]�� ( 1 I __A+ i I `% ` 0 PROJECT ""✓ — C14 iii C145 —01 40'-0" 16,_0„ I' , ,17'; 6„ FAN, <-- G A V E A U g FEN �� ��� RESIDENCE --------------- -------------------'o ----_- --------------------------------------------------------------- 0.3' FEN ��, 550 KRAUSE ROAD -0.5' 121. / 1 o FEN 2.1' '� M ATTI TU CK to.1' 3.2' NEW YORK SCTM 1000-122-4-39 l°E4' N80039 ' 10 " W ' ^ 201. 16 ' ��� DRAWING TITLE 1 � , '-0 5 SITEPLAN (25 ' RIGHT OF WAY LAND OF ZEBROSK) FEN I 10.8' 0.2' —► I r 16"=GA7E 3-2020 nAWNG I I a i I � j-� +`y° SEP ? 5CYD lc� � o iAU10 t � A EXISTING HOUSE I sink to II w TOJAGRID drywell II Q BB �Q I 10x12 II II PERGOLA II - II EXISTING — — — — — — — WOOD DECK 145 SQ FT PF NEW WOOD STEPS J TO MATCH DECK FT r- SEAL DECK/ NEW STEP /PERGOLA PLAN `= �� EXISTING DECK I NEW STEPS ,--�- � ARCHITECT - �� JEFFREY SANDS 11 114 114 ARCHITECT 6 EVERGREEN LANE EAST QUOGUE, NY 11942 PHONE 631.375.5997 FAX 631.576.8916 Qp EMAIL:JEFF(@,JSA-NY.COM co PROJECT co GAVEAU ° ° ° ° (.0 RESIDENCE I I c� 550 KRAUSE ROAD I° °I ° ° MATTITUCK °.b 4 a NEW YORK 1�I I EXISTING SCTM 1000-122-4-39 LA' I ORAMNO TITLE �' SLAB I DECK/STEP . tea I - PLAN/ 1-1J I SECTION DAM scff4"=1'-0" 19-23-2020 SECTION THRU NEW STEPS DRAWNONUMM SCALE 4 A300 A FRAMING NOTES BUILDING DESIGN NOTES DRAWING LIST 1. ALL FRAMING LUMBER RBSHALL B IN STAMPED WITH LAS FIR-LARCH STRUCTURAL GRADE NO. 2 OR BETTER ODES (SEE ATTACHED NAILING SCHEDULE) 1. ALL ASPECTS OF THE DESIGN AND CONSTRUCTION OF STRUCTURES SHALL CONFORM TO ALL LOCAL AND STATE CODES (SEE ICC 2015 RESIDENTIAL CODE) J 1, l A001 DATA SHEET/DRAWING LIST THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE DESIGNS ARE NOT WITHIN THE CODES OF THE STATE AND LOCAL AUTHOURITIES ALL FRAMING <i •. .•.•! LO Q 2. ALL WALL SHEATHING SHALL BE APA RATED, EXPOSURE 1. 1/2", 5/8", 3/4" THICK (SEE DRAWINGS FOR SPECIFICATION) 2. ALL HABITABLE ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-6", AND HALLWAYS, CORRIDORS, BATHROOMS, TOILET ROOMS, AND r• � ` �" A002 NOTES AND SCHEDULES SHEATHING SHALL BE NAILED TO FRAMING IN ACCORDANCE WITH LOCAL AND STATE CODES (SEE ATTACHED NAILING SCHEDULE) LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-0" ��� 3 BASEMENTS SHALL HAVE A MINIMUM CEILING HEIGHT OF T-O" (SEE R305 OF NYS RESIDENTIAL CODE FOR MORE DETAILS) ��-'�'' ` � ,; ;` A010 SITEPLAN 3. ALL SUBFLOORING SHALL BE APA RATED STURO-I-FLOOR, EXPOSURE 1, T&G 3/4- THICKNESS ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE ALL SUB-FLOOR TO JOISTS USING ADHESIVE FOR THIS PURPOSE 3. BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE Ic ^' i'. A300 DECKISTEPSPLANISECTION ALL SUB-FLOOR TO BE NAILED IN ACCORDANCE WITH LOCAL AND STATE BUILDING CODES (SEE ATTACHED NAILING SCHEDULE) OPENING. OPENINGS SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FINISH FLOOR. MINIMUM OPENING AREA SHALL BE 5.0 SQUARE -L FEET AT ALL GROJND FLOOR OPENINGS AND 5.7 SQUARE FEET AT ALL OTHER OPENINGS. MINIMUM OPENING WIDTH (20"), MINIMUM OPENING HEIGHT (24") a I j' 4. DOUBLE JOISTS SHALL BE SET UNDER ALL PARALLEL PARTITIONS (SEE R310 OF NYS RESIDENTIAL CODE FOR MORE DETAILS) k-v,�• �`•• 5. DOUBLE JOISTS OR STRUCTURAL BEAM SHALL TRIM ALL STAIR, CHIMNEY, AND SKYLIGHT OPENINGS. 4. WINDOW WELLS SHALL BE DESIGNED FOR BASEMENTS WITH HABITABLE SPACE. THE MINIMUM AREA OF THE WINDOW WELL SHALL BE 9.0 SQUARE FEET SEE FRAMING PLANS FOR MORE DETAILS WITH A MINIMUM WIDTH AND HORIZONTAL PROJECTION OF 36". WINDOW WELLS WITH A DEPTH GREATER THAN 44" SHALL HAVE A PERMANT LADDER LADDER SHALL HAVE A INSIDE WIDTH OF AT LEAST 12", SHALL PROJECT 3" FORM THE WALL, AND BE SPACED MAXIMUM 18" APART VERTICALLY 6. JOISTS SHALL BE SUPPORTED LATERALLY AT ENDS BY FULL-DEPTH SOLID BLOCKING NOT LESS THAN 2" NOMINAL THICKNESS; OR BY ATTACHMENT TO A HEADER (SEE SEC110N R310 OF THE NYS RESIDENTIAL CODE FOR MORE DETAILS) L rr �� Ir BAND JOIST, OR RIM JOIST, OR TO AN ADJOINING STUD; OR SHALL BE OTHERWISE PROVIDED WITH LATERAL SUPPORT TO PREVENT ROTATION `' " ' i ' ' 5. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF SUCH ROOM. � ,"nZ r, ,r ;- `' �., 7. ALL JOIST TO BE BRIDGED WITH EITHER SOLID BLOCKING, DIAGONAL BRIDGING, OR A CONTINUOUS 1' X 3" STRIP NAILED ACROSS THE BOTTOM OF THE JOISTS '�' "` '' ^� THE MINIMUM OPEVABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF 111E FLOOR AREA BEING VENTILATED (SEE R303 OF NYS RESIDENTIAL CODE FOR EXCEPfI61�' f FOP, PERPENDICULAR TO THE JOISTS AT INTERVALS NOT EXCEEDING 8 FEET EVERY HABITABLE SPACE SHALL BE PROVIDED WITH HEATING CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEGREES FARANHEIT, 3 FEET A60VE°THE' Or, C ' ;7j' 8. BEAMS SHALL BE NOTCHED AND DRILLED IN ACCORDANCE WITH R502.8 OF THE ICC 2015 RESIDENTIAL CODE OR MANUFACTURERS SPECIFICATIONS FLOOR AND 2 FEET FROM EXTERIOR WALLS (SEE SECTION R303 OF THE NYS RESIDENTIAL CODE FOR MORE DETAILS) FOR ENGINEERED WOOD PRODUCTS 6. THERE SHALL BE ONE HABITABLE ROOM WITH A MINIMUM FLOOR AREA OF NOT LESS THAN 120 SQUARE FEET ALL OTHER HABITABLE ROOMS SHALL HAVE AN AREA OF NOT LESS THAN 70 SQUARE FEET, KITCHENS SHALL HAVE AN AREA OF NOT LESS THAN 50 SQUARE FEET DRAFTSTOPP 9 ASSEMBLY, DPSSHALL BE IRAFTST BREQUIRED NSTLLD SOTHAT THE AREA OFTHE CONCEALED SPACE DOES NOT EXCEED 00 SQUARE FEET THERE USABLE FLOOR/CEILING HABITABLE SPACES SHALL NOT BE LESS THAN 7' IN ANY HORIZONTAL DIMENSION (EXCEP110N KITCHEN) CC,!'v^PLY WITH ALL CCDES 0'= (SEE R502.12 OF IRC 2015 RESIDENTIAL CODE FOR MORE DETAILS) (SEE R304 OF NYS RESIDENTIAL CODE FOR MORE DETAILS) NEW YORK STATE & TOWN CODES 10. ALL PRESSURE TREATED MATERIAL SHALL BE PRESERVATIVELY TREATED AND DRIED AFTER TREATMENT IN ACCORDANCE WITH AWPA C22 7. ALL DESIGNS SHAT BE IN CONFORMANCE WITH THE ICC 2015 ENERGY CONSERVATION CODE AND THE IRC 2015 RESIDENTIAL CODE (SEE CHAPTER 11) AS RLQUIRLD AWZLaNDITIONS OF SEE DRAWINGS FOR DIMENSIONAL SPECIFICATIONS AND USES THE FOLLOWING GLAZING AND INSULATION VALUES SHALL BE USED ALONG WITH THE ENERGY CONSERVATION CALCULATIONS GLAZING U-FACTOR: .35 MAX SOUTHOLD TOWN ZBA 11. ALL PRE-ENINEERED LUMBER SHALL BE GEORGIA PACIFIC WI SERIES JOISTS (WOOD I-BEAMS), LVL PRODUCTS, AND ANTHONY POWERBEAM PRODUCTS CEILING R-VALUE: R-49 ALLL JOISTS, GIRDERS, AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS WALL R-VALUE: R-20 SOUTHOLD TOWN P G BOARD WEB STIFFNERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS. DOUBLE 1 3/4" LVL'S SHALL BE INSTALLED AT ALL STAIR, CHIMNEY, FLOOR R-VALUE: R-19 AND OTHER FLOOR OPENINGS. SEE MANUFACTURERS NOTES FOR ALL JOIST CONNECTIONS BASEMENT R-VALUE: R-10/13 -' ' m°"''` 2 p `` ` -. SOUTH N TRUSTEES HANDLING, STORAGE, AND ERECTION OF ALL COMPONENTS SHALL BE AS PER MANUFACTURER'S SPECIFICATIONS SLAB PERMITER: R-10 (DEPTH OF 2') e r ;"� �( fie,_ CRAWL SPACE : R-10/13 t ; V-, c, °t �'y . ,I.S.DEC 12. ALL JOISTS SHALL HAVE 1 1/2" BEARING MINIMUM ON WOOD AND 3" MINIMUM ON CONCRETE OR STEEL (SEE MANUFACTURER'S SPEC'S FOR ENGINEERED LUMBER) 8 THE FOLLOWING CRITERIA WAS USED IN THE BUILDING DESIGN err''- I ' I r M" �" Y� g i:r- n 13. ALL EXTERIOR WALLS SHALL BE 2X6 NOMINAL THICKNESS DOUGLAS FIR -LARCH N0.2 OR BETTER 16" O.C. MIN WIND ZONE 130 MPH (3 SECOND GUSTS) E L E 14. `a ` -) t ) I f fgi INTERIOR WALLS SHALL BE 2" X 4" NOMINAL THICKNESS MINIMUM, SEE DRAWINGS FOR SIZES EXPOSURE D r'}r 14. ALL WOOD FRAME WALLS SHALL HAVE A DOUBLE TOP PLATE (OVERLAPPING CORNERS) AND SINGLE SOLE PLATE (MIN.) THE SAME LUMBER DIMENSION AS THE WALL GROUND SNOW LOAD 25 PSF WALL BLOCKING SHALL BE INSTALLED OF THE SAME DIMENSION LUMBER AT MID SPAN ON WALLS UNDER 10' AND IN 1/3 INTERVALS IN TALLER WALLS. LIVE LOADS OF 30 PSF SLEEPING AREAS, 40 PSF LIVING AREAS 15. STUDS MAY BE DRILLED AN NOTCHED IN CONFORMANCE WITH R602.6 OF THE IRC 2015 RESIDENTIAL CODE DEAD LOAD 40 PSF SOLAR PANEL LOAD 5 PSF 16. ALL HEADERS SHALL BE AS SPECIFIED ON PLANS AND NAILED IN ACCORDANCE WITH THE IRC 2015 RESIDENTIAL CODE AND WFCM, IF THERE IS ANY DISCREPENCY OR 9, ALL DESIGNS REPRESENTED ARE PRESCRIPTIVE. IF ENGINEERED DESIGNS ARE PRESENT, CALCULATIONS WILL BE SUPPLIED OR IF A SPECIFICATION IS NOT PRESENT, CONTACT THE ARCHITECT OR REFER TO TABLE R502.5 OF THE IRC 2015 RESIDENTIAL CODE 17. ROOF BLOCKING SHALL BE SET TO ALLOW 2" AIR SPACE AT THE TOP OF THE RAFTER FOR VENTING 10. WIND BORNE DEBPIS PROTECTION (PER R301.2.1.2 OF THE IRC 2015 RESIDENTIAL CODE) 18. ALL CEILING JOISTS SHALL LAP A MINIMUM OF 3" AT SPLICE CONDITIONS OVER BEARING WALLS 1/2" THICK WOOD STRUCTURAL PANELS SHALL BE PROVIDED FOR ALL GLAZED OPENINGS. STRUCTURAL PANELS SHALL BE FASTENED TO THE FRAMING IN THE EVENT OF HURRICANE FORCE WINDS TO PROTECT FROM WIND BORNE DEBRIS. PANELS SHALL BE FASTENED WITH WITH 2 1/2" p6 WOOD SCREWS ® 16" O.C. FOR PANELS LESS 19. THE ENDS OF EACH RAFTER OR CEILING JOIST SHALL HAVE NOT LESS THAN 1 1/2" OF BEARING ON WOOD OR METAL LESS THAN 4', 12" O.C. FOR PANELS GREATER THAN 4' AND LESS THAN 6', 9" O.C. FOR PANELS GREATER THAN 6' AND LESS THAN 8' AND NOT LESS THAN 3" ON CONCRETE OR MASONRY (SEE R301.2.1.2 FOR MORE DETAILS) 20. ALL ROOF SHEATHING ON ASPHALT ROOFS SHALL BE 1/2" THICK STRUCTURAL PANELS APA RATED, NAILED IN ACCORDANCE WITH THE IRC 2015 RESIDENTIAL CODE 11. ALL FRAMING SHALL.BE NAILED AND FASTENED IN ACCORDANCEE WITH THE IRC 2015 RESIDENTIAL CODE ANDTHE WFCM (SEE ATTACHED NAILING SCHEDULE) SEE ATTACHED NAILING SCHEDULE AND FASTENER DIAGRAMS FOR DETAILS 20. ALL WOOD ROOF SHALL BE COMPLETELY SHEATHED WITH 1/2" THICK STRUCTURAL PANELS APA RATED, NAILED IN ACCORDANCE WITH THE IRC 2015 RESIDENTIAL CODE THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY IF ANY OF THE SPECIFICATIONS 00 NOT MEET CODE REQUIREMENTS OR IF ADDITIONAL SPECIFICATIONS ARE REQUIRED (SEE ATTACHED NAILING SCHEDULE) 5/4 X 3 SPRUCE LATH SHALL BE INSTALLED ® 16" O.C. PARALLEL AND IN UNE WITH THE ROOF RAFTERS 5/4 X 3 LATH SHALL BE INSTALLED PERPENDICULAR TO THE ROOF RAFTERS SPACED TO ALLOW AIR FLOW BEHIND THE W000 SHINGLE ROOF FINISH 12. ALL EXTERIOR FINSHES SEAL WITH SHALL BE IN CONFORMANCE TH THE IRC 2015 RESIDENTIAL CODE r,,.''•,,�"�I �+,���� 1, 21. ALL FRAMING SHALL 8E STRAPPED AS PER THE ATTACHED SCHEDULES WITH STRAPS MANUFACTURED BY SIMPSON STRONG 11E OR EQUAL 13. ALL ROOF OVERHANGS SHALL RECIEVE ONE LAYER OF ICE AND WATER FROM THE OUTSIDE EDGE OF THE OVERHANG TO A MINIMUM OF 24" INSIDE THE OUTSIDE WALL, SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION ALL UNDERLAYMENT 5!ALL BE NAILED DOWN WITH CORROSION RESISTANT FASTENERS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS 14. ALL FLASHING SHALL BE SPECIFIED BY THE ARCHITECT AND/OR CONFORM TO IRC 2015 RESIDENTIAL CODE (SEE SECTION 8905 FOR ROOF COVERING) 15. ALL MECHANICAL SYSTEMS SHALL CONFORM TO THE IRC 2015 RESIDENTIAL CODE, THE MECHANICAL CODE OF ICC 2015 AND THE FUEL GAS CODE OF ICC 2015 ! /' ) 4 CONCRETEZ MASONRY NOTES 1. MASONRY CONSTRUCTION SHALL BE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF SECTION R606 OF THE IRC 2015 RESIDENTIAL CODE OR IN ACCORDANCE WITH THE PROVISIONS OF ACI 530/ASCE 5/TMS402 2. ALL CONCRETE SHAL BE POURED IN AMBIENT TEMPERATURES OF 40 + DEGREE F. IF POURING IN COLDER WEATHER, THE CONCRETE MUST BE PROTECTED \ © ARCHITECT FROM FREEZING FOR A PERIOR OF 14 DAYS (ADD MIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED) 1 JEFFREY SANDS 3. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED VIRGIN SOIL, HAVING A MINIMUM BEARING CAPACITY OF TWO TONS PER SQUARE FOOT 1 I ARCHITECT 1 4 4. ALL FOUNDATION WALLS SHALL HAVE A MINIMUM THICKNESS OF 8", ALL FOOTINGS SHALL HAVE A MINIMUM DIMENSION OF 8 DEEP AND 16 WIDE / © 6 EVERGREEN LANE SEE PLANS FOR ACTUAL FOUNDATION WALL THICKNESS AND FOOTING SIZES I O EAST QUOGUE, NY 11942 5. ALL CONCRETE SHALL BE 3000PSI AT 28 DAYS 1 I 01 PHONE 631.375.5997 I © I ( @FAX 4EMAIL:JEFF�a,JSA-NY.COM FAX 631.576.8916 O ' 6. THE CONCRETE CONTRACTOR SHALL PROVIDE ANCHOR BOLTS, INSERTS, SLEEVES, ETC. AS REQUIRED BY OTHER TRADES. 0 0 3 4 O' ANCHOR BOLTS SHALL BE SET PER NYS RESIDENTIAL CODE. SEE ATTACHED STRAPPING SCHEDULE FOR SPACING AND SIZE 1 4' PROJECT 7. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED. AL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON GROUND SHALL 4! ZONE 5 ZONE 6 G A V E A U BE SUPORTED ON PRECAST BRICKS OR APPROVED CHAIRS ZONE 1 ZONE 2 ZONE 3 ZONE 4 FIELD 12" O.C.12" O.C. 8. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED. ALL SNAP TIES AND WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED TO PRECLUDE ANY CORROSION FIE.D 8" O.C. 12" O.C. 3" O.C. 4' O.C. PANEL EDGES 6' O.C. 6. D.C. RESIDENCE PANEL EDGES 4" O.C. 6' O.C. 3' O.C. 3' O.C. 9. ALL REINFORCEMENT BARS SHALL BE CONTINUOUS EXCEPT AS NOTED, LAPPED PER ACI 318, CLASS "C", WITH 40 DIAMETERS MINIMUM, BENT AROUND CORNERS 550 KRAUSE ROAD AND HOOKED AT NON-CONTINUOUS ENDS. FOR FRAMED SLABS, LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT AT SUPPORTS, REVERSE FOR FOUNDATION MATS. STAGGERSPLICES AND OFFSET SPLICES OF BARS AT OPPOSITE ENDS ROOF NAILING SCHEDULUE MATTITUCK WALL SHEATHING NAILING SCHEDULUE 10. ALL SLAB ON GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE USED, INCREASE AS REQUIRED FOR DRAINAGE PITCH. 140 MPH WIND ZONE (3 SECOND GUSTS) 140 UMPH SE 1 WIND D ZONDX RCI(3 SECOND SHEATHINGS) NEW YORK USE 1/2 CDX WALL SHEATHING FASTEN WITH SD COMMON GALVANIZED NAILS 11. SLABS ON GRADE SHALL BE PLACED IN STRIPS AND SHALL THEN BE SAW-CUT OR TOOLED TO PROVIDE CONTROL JOINTS FASTEN WITH 8D COMMON GALVANIZED NAILS Z" X 11 INT GA. - PATTERN LV INDICATED BELOW SCTM 1000-122-4-39 APPROXIMATELY 20' O.C., CONSTRUCTION JOINTS SHALL BE KEYED 2" X 11 1/2` GA - PATTERN AS INDICATED BELOW DRAWING TITLE 12. EXCEPT AS NOTED, ALL OUR STOPS SHALL BE TREATED AS CONSTRUCTION JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR. WALL SECTIONS GENERAL SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS 13. FOR CONCRETE WALLS, VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED AT A MAXIMUM SPACING OF 40' AT LEAST 4' AWAY POOL CABANA - 550 50 ET NOTES, FROM ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS, OR ANY WALL OPENING OUTDOOR SHOHER- 24 50 ET DRAWINGS 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE NOTED ON PLANS OR SHOWN AN ACCEPTED ON SHOP DRAWINGS TERRACE AT GRADE - 1360 50 ET LIST NAILING 15. CONCRETE WALLS, DECKS, AND SLABS REQUIRING WATERPROOFING SHALL CONFORM TO ACI 515. 1R-79 SPECIFICATIONS, CHAPTER 3 FOR CONCRETE SURFACE QUALITY SHIMMING IPOOL 8405/50 FT DIAGRAMS AND FINISHES. CURING COMPOUNDS, RELEASE COATINGS OR ADD MIXTURES THAT INTERFERE WITH THE ADHESION OF THE BARRIER MATERIAL SHALL NOT BE USED. NY Y DG STEPS 14� JI�CT LIQUID APPLIED BARRIERS SHALL NOT COVER, HIDE, OR LEVEL SURFACE IRREGULARITIES 16. MASONRY OVER OPENINGS SHALL BE SUPPORTED BY STEEL LINTELS, REINFORCED CONCRETE OR MASONRY LINTELS, OR MASONRY ARCHES CODE COMPL I ANGE REFERENCES: SCALE DATE DESIGNED TO ACCEPT LOAD IMPOSED �7 NA - - 17. THE BOTTOM OF ALL FOOTINGS SHALL BE A MINIMUM OF 36' BELOW FINISH GRADE 2015 1 ISG DRAMANG NUMBER IA- ALL CHIMNEYS AND FIREPLACES SHALL BE DESIGNED IN ACCORDANCE WITH CHAPTER 10 OF THE ICC 2015 RESIDENTIAL CODE 201-7 NYS UNIFORM GORE SUPPLEMENT 2016 I EGG NYS SUPPLEMENT ENC 1 NEERED STRUCTURAL COMPONENTS PER ASCE -1-10 A001 STEPS FLOOD DESIGN LOADS PER ASCE 24-15 A TABLE R602.3(1) TABLE 602.3(1) FASTENING SCHEDULE FASTENING SCHEDULE-eoMlntted ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION REM I DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER'°•° SPACING AND LOCATION OF FASTENER" Floor Root 3-164 hox(3 h"x 0.135):or I 4-$d boa(21/2 x 0.113'0 or 25 2'subfloor to joist or girder 2.16d common(3 A.x 0.162) Blind and face nail 3-8d common(211 x 0.3317:or 3-I6d box(3'/2"X 0.135):or 1 Blocking between ceiling joists or rafters to top plate 3, Toe nail S planks(plank&beam-floor&roof) At each bearing.face nail 3'1 Od box(3' ' 2"P 2-I6d commo (3/2"x 0.162') 3 3'x 0.131" is 3.16d common(3'/2"x 0.16'_'7 4-Sd box(2'/2"x 0.113'):or 4.10 box(3"x 0.128),or 3-8d common(21/2"x 0.131):or 26 Band or rim joist to joist End nail 2 Ceilin oists to to late Per joist toe nal 43"x 0.131"nails;or gj P P 3-IOil box(3"x 0.12€7:or 4-3"x 14 ga.staples,7/16"crown 3-3"x 0.131"nails Ceiling joist not attached to parallel rafter,laps over 14-1 Od box(3"x 0.128 j;or 20d common(4`x 0.192'7:or Nail each layer as follows:32"o.c. 3 partitions(see Sections R802.3.1.R802.3.2 and Table 3-16d common(31/2"x 0.I62);or Face nail at top and bottom and staggered. R902.5.1(9)] 4-3".0.131-Ws 10d box(3"x 0.128");or 24"o.e.face nail at top and bottom Ceiling joist attached to parallel rafter(heat joint) ! 27 Built-up girders and beams.2-inch lumber 3"x 0.131"nails staggered on opposite sides er 4 (see Sections R802.3.I and R802.3.2 and Table Table R€02.5.1(9) Face nail layAnd: R802.5.1(9)] 2-20d common(4"x 0.192'7;or Face n-;l at ends and at each splice 4-I(b hox(3"x 0.125'7;oc 3,l Od box(3"x 0.125'7;or p' 5 Collar tie to tafttr,tate nail or 11/4"x 20 ga.ridge strap to 3.104 common(3"x 0.148');or Face nail each rafter 3-3"x 0.13]'nails ra9er 4-3"x 0.131"nail s 4-16d box(3'/2"x 0.135"i:or I 3-]6d box nails(3'!2"x0.135-):or , ! 28 Leder strip 3-16d common(31/2`x 0.162'):or 3'10dcommon nails"X 0 0.148);or-toe nails on one side and I toe na'1 p supporting joists or rafters , i At each joist or mfier,face nail 4-10d box(3"x 0.1_87:or joist hanger into girder 6 Rafter or roof truss to plan , on opposite side of each rafter or 4-3"x 0.131"nails 1 g 4lddbox(3"x0.1_87:0: (not shown) size per joist _ 4-3"x0.131"nails Wei 29 Bridging tojoist 2-IOd(3"x0.125) j Eaehrnd.toenail 4-16d OV,'x 0.1357:or SPACING OF FASTENERS P 3-10d common(31/2"x 0.1487:or Toe nail (TEN DESCRIP7L0N NUMBER AMD °,a Etl ee mMrmaetat i 4-10d box(3"x O.I2S'7:or OF BUILD;NG ELEMENTS I TYPE OF FASTENEiY 9 a supports- Roof raftersto ridge,valley or hip rafters or roof rafter 4-3"x 0.131'nails C"Ch°s) onches) 7 to mini.T.t3m 2'ridge beam Wood structural panels,subfloor,roof and Interior wall sheathing to lraminp and psrticlaboard wall sheathing to framing 3-16d box 3IW x 0.1357:or l 2-16d 1 , (eae Table P.Sa2.a(a)for wood strueturni parol erarrlorwall sheathlnS fo wall framing) 16dcommon(3/2"x 0.16_7:or End nail t MTS12 e 3-!0d box(3"x 0.1237:or 3 1 " 6d common(_"x 0.113)nail(subiloor,wall) t ¢ 30 /a"- /2 8d common(21/,"x 0.131 nail(roof) 6 12 3"x 0.131'nails ) Wall 31 '/3,"-1" i Sd common nail(21A"x 0.131') 6 12 MTS12 16d common(3'1,,"x 0.162 24"o.c.face nail32 1 t! 1l/` IOd common(3'x 0.145')nail;or , ° 8 Stud to svid(not a:braced wall panels) I0d box(3'x 0.128);or s 8d(21/2"x 0.131)deformed nail 6 1. 3"x 0.131"nails I6"o.c.face nail Other wan sheam:ng• 0 t 16d box(3,1,-x 0.135'):or , 33 /2"structural cellulosic fiberboa.-d 1/2"galvanised roofing Dail. /16"head 3 6 MTS12 0 9 Stud to stud and abutting studs at intersecting call comets ?••x 0.131"nails 1""o.c.face nail sheathing diameter,or 1"crown staple 16 ga..]/y"long (at braced wall panels) 132"structural cellulosic I N/4"galvanized roofing nail. /6"h ead dtame- 16d common(3'/,"x 0.16_) 16"o.c.face rail 35 3 6 filx:t+oard Sheathing ter,or 1"crown staple 16 ga.,1/y"long 10 Built-up header(2"to 2'fheader with 1/2'spatter) I6d common(3'/,"x 0.162') 16"o.c.each edge face nail f 35 1/ um sheathin d 1 h*' mzed roofing nail:staple galvanized, 7 � 7 0 ]6d boa(3'/,"x 0.135') i-" , o.c.each adze face nail � 2"€YPs g 11/1"lonlomng;1114"screws,Type W'of S 5 S box(2'/2-x 0.113');or S d galvanized roofing nail;smple galcarized, 11 Continuous header to stud 4.8d common(21/2"x 0.1317:or Toe nail 36 /g"g}'psum she^_thing (s/s"long:15ig"screws,Tvpe W'or S 7 1 7 4-sod box(3"x 0.125) I DIAGRAM 5 Wood structural panelc combination subiloor underlayment to framing 16dcommon(3i2"x0.16^_) 16"o.afacenail 3 6ddeformed(2"x0.120')nai1:ot Stud to Band Joist/Girder 12 Top plate to[op plate IOd box(3"x 0.128):or 37 131, and Less 8d common(21/2"x 0.131')nail 6 12 3"x0.131"nails !2'o_afxenail (Flush Connection) 7 8d common(21/,'x 0.131)nail:or P S 418 €-16d common(3/2`x O.I62'7:or 33 !g'-1" 8d deformed(21/2"x 0.120')nail 6 12 Double top plate splice for SDCs A-D,with seismic braced 12-16d box(34,'x 0.135);or wall line spacing<25' 12-10d box(3"x 0.128):or Face nail on each side of end joint 39 11/,-_1,/4- 104 common(3'x 0.145')nail:or 6 12 13 12-3"x 0.131'nails (minimum e4"lap splice length each Sd deformed(2111"x 0.1_0)nail " Double top plate splice SDCs D0,DI,or D2:and braced side of end joint) For 51:I inch°25A mm.I foot.304.8 mm.I mile per ho=:0.537 m4:1 ksi.6.545 MP.. wall 12-16d(3112"x 0,135') line spacing a 25' TABLE 11602.3(11)-eontlnued FASTENING SCHEDULE REM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER''b,° SPACING AND LOCATION 14 Bosom plate to joist.rim joist,band joist or 16d common(3'/2"x 0.!62') 16"o.c.face nail 16d box(3•%"x 0.135');or A35 blocking(not at braced wall panels) 12"o.c.face na l 3"x 0.131"nails Bottom plate to joist.rim joist band joist or ,-16d box(31h"x 0.135);or 3 each 16"o.c.face nail LSTA18610 - blocking 15 (at braced wall panel) -l6d common(3 A"x 0.16.):or 2each 16"o.c.facenailA 18 4-Y x 0.131'nails 4 each 16"o.c.face na l 5.3d box(2'1,"x 0.113'7;or 3-16d box(31'12'x 0.135):or 4-8d common(j'A"x 0.131);or Toe nail 4-10d boa<3"x 0.1 287:or DIAGRAM 8 16 Top orbottom plate tostud 4-3"x 0.oxI31mals Rafter to Ridge Connection 3-16d box(3•!2"x 0.135');or g 2-16d common(31/,"x 0.162'):or 3-10d box(3"x 0.128):or End nail DIAGRAM 7 SEAL 3-3"x0.x(3"x . Rafter Connections to Wood Top Plates 3-10.ibo (3" 01257:oz f ` •'``'� 17 Top p12:es,laps at comers and intersections 3.3" common(311,'x 0.162):or Face nail 3.3"x0.131"nails ,fJ, 3-Sd box(2/2"x O.I 137;or 18 I'brace to each stud andlate 2-8d common(21/2"x 0.131):or Fate nail / t P 2-10d boa(3"x 0.128'7;or 2 staples 17/4" 3-8d boa morT(x 0.1137; 1 -1Dcommon(211"x0.131);or 19 1'x 6'sheathing to each bearing 12-1 Dd boa(3"x 0.128');or Face nail �2staples,l'crow-n,l6ga.,1•!4'long MTS20 MTS20 MTS20 i'' , ?-3d boa(2 I2"x 0.1137:or 3-8d common(21/2"x 0.131);or `--- , 3-IOdbox(3"x0.]'_3) CS16:or CS16 �::-• _`_..�--;:^'' 3 staples,I"crown,16 ga.,13/y"long s 20 1'x 8"and wider sheathing to each bearing 'Wider Ilam i"x 8" � Face nail r ARCHITECT 4-lid box(242"x 0.113'7:or I�j 3-Sd 1Oetxnmon x 0.1 x):or ;or LSTA21 ° JEFFREY SANDS 3-rod box(3"x O.i"x 0.or 'e a ssples,i"crown.16�9a.,l3/y"len¢ LSTA21 ® 4-8ARCHITECT Floor �® ° 4-8d box (210.113);or J 6 EVERGREEN LANE 3-Sd common(2112`x 0.131 or 21 Joist to sil},top plate of girder 3-I0d box(3"x 0.1237:or Toe msii L T S 12 3-3'x0.131"nails LTS12 EAST QUOGUE, NY 11942 sd box(2v2"x 0.1137 4'o.c.ltoc nail PI-IONE 631.375.5997FAX 631.576.8916 21 Rim joist band join[or blocking to sill or top gd common(2'h"x 0.131');or ; plate(roof applications also) ]Od box(3"x 0.128');or 6"o.e.toe nail ® EMAIL:3EFF�JSA-NY.COIVI 3"x 0.131"nails 3-8d box(2•/2"x 0.113"):or 23 1"x 6"subP.00r or less to each joist 2-Sd common(2112"x 0.131);or J 3-10d box(3"x 0.128);or Face maul i • DIAGRAM 4 PROJECT 2Males.l"crown,l6ga..I%-long LSTA21 �. Post t0 Girder Connections MT.' / P S 720 ® ,d MTS16 GAVEAU ® A35F MTS16 TABLE R301.2(1) LTS12 A35F A35F STA2 LTSl2 MTS16 RESIDENCE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 0 MTS16 MTS16 0 DIAGRAM 2 550 KRAUSE ROAD GROUND SIESMIC WIND SUBJECT TO DAMAGE FROM ICE SHIELD DIAGRAM 6 Shearwatt Hotdown Connections MATTITUCK WINTER UNDERLA- SNOW DESIGN FROST DESIGN FLOOD post to Girder Connections LOAD SPEED (MPH) CATEGORY WEATHERING LINE TERMITE DECAY SMP YMENT HAZARDS Over Frame) CS16 NEW YORK DEPTH REQUIRED PS418 CS16 25PSF 140 MPH + B SEVERE 36" MODERATE SLIGHT TO 11 YES CS16 CS16 o DRAWING 1000-122-4-39 RAWING TITLE DECAY IMODERATE a FASTENER SCHEDULES .'. AND a • *• BP DIAGRAMS 0 LSTA18 H10-2 LSTA18 } e c SCALE DATE NA 3-9-2020 A C 4 A35F DRAWING NUMBER A35F DIAGRAM 10 DIAGRAM 9 A35F Rafter/Ceiling Joist to Wood Top Plates Post to Porch Lintel Connection DIAGRAM 3 DIAGRAM 1 - A002 Floor-to-Floor Connections Floor-to-Floor Connections A I KRAUSE ROAD (50 ' WIDE) EDGE OF PAVEMENT S80 °37 ' 20 " E 13 2. 8 8 ' FEN O ^ 40.5' 0.5 WM l M ' w I , O ' e U = L+jFD LLi a' c/) z QI Qo � i ^1 N )d70i o ..........: 0.8 4' CHAIN LINK FEN. - =4 S'7 o R/0 PLAT. _ 13d ❑H ❑H ❑H ❑H ❑H ❑H JI AR E Y ❑H SEAL � .--' r TAX LOT 37 Y 0 FAME ESI NCEuj 0 55 _ EWW Hm BRICK , o ,8X4 , F/SIco " �' I-►2.8' ur WOOD 1 `-� _ N Lo w =K w �-- ,1 -_ 4 ARCHITECT �, N r� 2 7,3 _ i OUTDOOR ° �� ° \ �`� JEFFREY SANDS `� ^ � wnw� � z i~ SHOWER �,�,,, ,, ,_� ARCHITECT P/ $X 4 O 6 EVERGREEN LANE y - EAST QUOGUE,, NY 11942 Imo►2.8' STONE TERRACE I ' 0 U PHONE 631.375.5997 41 FAX 631.576.8916 EMAIL:JEFF(a7JSA-NY.COM _ SWIMMING ;; - TAX\`, LOT 38 II O I £1 �1 POOL - '� SF �I Q PROJECT 0) I 5 -0, -00 o �11 � NA ` , GAVEAU 401_0„ 16'-0" , , 1 7, 61, - �� r FEN DW)$ �`, RESIDENCE ' ------- -- -------------- ---- -- ------------ ` ` �� 4 0.3; ---------------o -------------------'o ------ Y-- - o ------- - --- FEN 550 KRAUSE ROAD 4 CHAIN ®-0.5 o ,2,. 7, o FEN 2.1' \ M ATTI TU CK LINK FEN. W 6 STOCKADE FEN. to > � N _ .1 3.2_x- NEW YORK --------------- - - c \ SCTM 1000-122-4-39 0E4' N8 0 o J 9 ' 10 " W GATE i ^ 201. 16 ' O DRANANG TITLE (YD O ` c ' SITEPLAN (25 ' RIGHT OF WA Y LAND OF ZEBROSK) d' I � I �\ FEN I 10.8' ATE 0.2' -► 1716"=1'-0" D3 9-2020 I DRAWING NUMBER I I ^ I 1 ' � I CO A � J I I I EXISTING EXISTING DECK NEW STEPS HOUSE I I I 114" 114H 114" � � I j I I I Ln EXISTING WOOD DECK SEAL m10 0 11 'I'll'in . L_J Lel r ;mix 145 SQ FT PF NEW WOOD STEPS —0 —0 -.01 CD I a NEW 12" DIAMETER :; '� ' 1 4 M' TO MATCH DECK C);- PC SONOTUBS a ARCHITECT JEFFREY SANDS Ly ° ARCHITECT d a d. 6 EVERGREEN LANE EAST QUOGUE, NY 11942 PHONE 631.375.5997 FAX 631.576.8916 SECTION THRU NEW STEPS- EMAIL:JEFF@JSA-NY.COM PROJECT SCALE4"=1 '-0" GAVEAU RESIDENCE DECK/ NEW STEP PLAN 550 KRAUSE ROAD MATTITUCK NEW YORK SCTM 1000-122-4-39 DRANANG TITLE DECK/STEP PLAN/ SECTION scff4"=1'-0" DATE 3 9-2020 DRAWNG NUMBER .1 -1300 A