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HomeMy WebLinkAbout44822-Z o�OSUFFQI'�C Town of Southold 7/25/2021 P.O.Box 1179 r o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42186 Date: 7/25/2021 THIS CERTIFIES that the building ACCESSORY 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. 44822 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: non-habitable non-sleeping accessory pool house with outdoor shower stall and pool equipment enclosure as applied for. The certificate is issued to Gerard LI LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0659 6/29/2021 ELECTRICAL CERTIFICATE NO. 44822 12/3/2020 PLUMBERS CERTIFICATION DATED 12/8/2020 WiiMot P u bing&)gating hhyA V. th rize ignature TOWN OF SOUTHOLD aye BUILDING DEPARTMENT N 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#: 44822 Date: 5/29/2020 Permission is hereby granted to: Gerard LI LLC 80-36 208th Ave Hollis Hills, NY 11427 To: construct an accessory pool house 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: ACCESSORY $218.00 CO-AC_ _ _ Y BUILDING $50.00 $268.00 uilding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following- A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 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: �� Y-)CA-Lis c `(Z C7 �AA-M-Fi tC< House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 1 Block Lot d=ktt Subdivision p Filed Map. Lot: Permit No. D Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for. Temporary Certificate Final Certificate: Iy/ (check one) Fee Submitted: $ ® p ig re CONSENT TO INSPECTION LLC- � 7 f C_ � r_7,V �, ,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 ��C�? Y tZla�iS RDS 1' , -lyhich is shown and designated on the S„ffolk County Tax-Map as District 1000, Section 1 Z7i, Block , Lot 11!5. That the undersigned(has) (have) filed,or cause to be filed,an application in the Southold Town Building Inspector's Office for the following: 1Pr.+Z,1vi 1Ts 70 ,5LAI LID - S; AS - z» D cc:.r- C� 5 i„1 I 11j h POO(— 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 in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. Dated: 1Y 12- b eC?a �e � (Print Name) jL04r� ��re2 D>1 f ��t�2a• (Signature) / R (Print Name) FZIFENG TANG blic-state of New York.0ITA6394525 d in Queens Countysion Expires Jul 8, 2023 Building Department A1212lieation AUTHORIZATION (Where the Applicant is not the Owner) /1 1- d 1*1 L L LLC \ S U ina nt �•l �'�t r/f2 �/C (Print property owner's name) (Mailing Address) do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. 1�0 (Owner's Signature) (Date) (Print Owner's Name) prrl E ENG TANG -State of New York ,b O 1TA6394525 n Queens county n Expires Jul 8,2023 rg SOU�y®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.devlin(a)-town.southold.ny.us Southold,NY 11971-0959 st` C®U01 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#: 44822 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 X Basement Service Commerical Outdoor 1st Floor X Pool House X New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 10 Ceding Fixtures 1 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 5 Smoke Detectors 1 Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 1 Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches $ 4'LED Exit Fixtures Pump Other Equipment. Notes. Pool House Wiring Inspector Signature: Date: December 3, 2020 S.Devlin-Cert Electrical Compliance Form.xls • o��,oF sor�rya! Tq"Kall Annex Telephone(631)765-1802 51375-"Road Pax(63I)765-9502 F.O.Box 11790 - Southold.NY 11971-0959 BUILDING DEPARTMENT ' TOWN OF SOUTHOLD CERTIFICATION Date: Z Zy Building Permit No. Owner-' C e t-,4 7 (Please print) ,Plumber. F 11` sw t (Please print) r I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. I (Plumbers Signature) Sworn to before me this do 7)" PHILIP F.SWOTKEWICZ Notary Public-State of New York day of Q m s @ 2020 No.01 SW4506950 Qualified in-$uffrols Octu31ty2021 k CO My Cort+mission,Exp e Notary Public, S f-g County I d -- �o� 06 # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou�n ' 765-1802 INSPECTIO-N [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINALS 4 AVZ—,.l [ ] FIREPLACE & CHIMNEY [ ], FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) 4 [ ]- ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR V/ o��laf sogr° `tel # # TOWN OF SOUTHOLD BUILDING DEPT. courm�� 765-1802 INSPEC I [ ] FOUNDATION 1ST :1 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: 0% 117+00 Wo V I DATE 7/24070 W INSPECTOR o�aof SO//l�o # # TOWN OF SOUTHOLD BUILDING DEPT. �`yrourm ' 765-1802 INSPECTION 14 FOUNDATION 1ST [ ROUGH PLBG. `[ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [vj/FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ .] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]-l-FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) _ [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONS [ ] PRE C/O REMARKS: K- o &UIL i4n, a., 61 0 DATE /0/1 7,0 -- INSPECTOR gOF SO(/Tyo # # TOWN OF SOUTHOLD BUILDING DEPT. - = °ycou765-1802 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 REMARKS: 04 T h,� SY� j DATE INSPECTOR pF SObT,yO� # # TOWN OF SOUTHOLD BUILDING DEPT. �0 • �O `ycau765.1802 INSPECTION44� � [ ] 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 REMARKS: DATE 10 INSPECTOR qq �� 6 # # TOWN OF SOUTHOLD BUILDING DEPT. �`ynurm '� 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULAT ON/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 RKS: 1hfr�rIOA �vVv ,.Y von r v GvAZ u/I DATE 3 ;'Q?27 INSPECTO �o�aOF SOUTyOIo Li H * TOWN OF SOUTHOLD BUILDING DEPT. coo765-1802 INSPECTION [ ] FOUNDATION 1ST- [ ] ROUGH PLBG. [ ] 'FOUNDATION 2ND [ ] INSULATION/CAUL-KING [ ] FRAMING /STRAPPING [ ] FINAL " [ ] 'FIREPLACE & CHIMNEY = [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION = [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: AJ W-gzz" TtOA DATE INSPECTOR ��� FIELD INSPECTION REPORT DATE COMMENTS ro FOUNDATION(1ST) .y SO* - ,---------------------------------- FOUNDATION (2ND) z , t an¢ Pip/z< y-ri" W— yy ROUGH FRAMING& 'y PLUMBING f 1QVrAf r v; r INSOLATION PER N.Y. STATE ENERGY CODE toWad 'y FINAL ADDITI NAL COMMENTS �� P 1�`QOfb1 - •Q NO✓ �4' rZn jjq Aw w 1 C ML -a kA- 1 C, 5 f e -71 x e 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 �e� Survey � Southoldtownny.gov PERMIT NO. Check V Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form o Storm-Water Assessment Form Za Contact: Approved ,20 __ Mail to: A5W S A V'D-f i✓1? Disapproved a/c \ 6 V �' wi s L-4\3Q 1..Q k V_ Phone: —3-7 ���'� Expiration ,20 % g Inspecto MAR 1 1 2020 APPLICATION FOR BUILDING PERMIT Date I�1��G 1 I ,2020 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to'schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such'a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. /I)W,*e of applicant or name,if a corporation) �EyVIFA lrfro Lw J+AJ i GtA®c,!!J 1L (Mailing address of applicant) State whether applicant ' owner,lessee,agent,architect, engineer, general contractor,electrician,plumber or builder Name of owner of premises FATC\G,K C,AU`l:Al,_ G/U ` LL Z- (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 o.Other Trade's License No. 1. ' Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block L4 Lot Subdivision Filed Map No. Lot i a 2. State existing- use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �i >ti l.0 VA+-%L'V t�:).,iE L1 a i% b. Intended use and occupancy_4S A-?\E 3. Nature of work(check which applicable):New Building---) Addition Alteration Repair Removal Demolition Other Work FDC)L C A16 A>J lid ,Tt:C 2pr- — 4. Estimated Cost 1 o O o Fee (Description) S (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. I I 7. Dimensions of existing structures, if any: Front -N •-1 Rear "7 .� Depth Height Z5 ' Number of Stories 2 Dimensions of same structure with alterations or additions: Front "� �1 Rear 'S3.-1 i Depth 33.-7' Height 'Z S t Number of Stories � 1 I 8. Dimensions of entire new construction: Front Rear I Depth 00 Height d-T•� ' Number of Stories 1 9. Size of lot: Frond -:5 Z.8 M 1 Rear 70 l • 1 � � Depth 10. Date of Purchase-'9 12 l 1'� Name of Former Owner 44. CO-�j?j 15-�LL- 11. Zone or use district in which premises are situated lz'�A 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO Y 13. Will lot be re-graded?YES NO_�( Will excess fill be removed from premises?YES NO X 14. Names of Owner of premises PArnYL- Address SSS K24uif-2D Phone No. Z-t-1-Lll'?-- 6:3-76 Name of Architect 1% S AVC6 Address 6 Ewngop L, 1<Q Phone No (>-?I -37�-S 11-7 Name of Contractor_9UW O 4UN4-1- Address PAmN a Pr Phone No. G 31 - Lt 5 S4 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO Y * 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 NOY_ * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 'SAM'S--'5 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH (S)He is the �� N � QCII tT>��( Notary Public,State of New York No 01BU618505 (Contractor,Agent,Corporate Officer,etc.) Qualified in Suffolk County Commission Expires April 14,D�> of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ll day of MOA Ch 202-0 ///,Z/��X Notary Public �p(ature of Applicant D r E4 D `� CT 1 3 2020 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD G DEEPT.Town Hall Annex- 54375 Main Road - PO Box 1179 -moLD Southold, New York,1 1971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roq,err @southoIdtowQ44;s9 and@s9W1th9Idtowr10y.qoX- P02 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Date: 10/12/20 Company Name: DC Electric, Inc. lame: David Rosante License No.: 4076-ME email: melissa.dcQ-optonline.net Address: P.O. Box 1310, 12 Old Country Road, Quogue, NY 11959 Phone No.: 631-65 -3-3r :)28 JOB SITE INFORMATION (All information Required) Name: Gaveau Address: 550 Krause Road, Mattituck, NY 11952 Cross Street: Phone No.: Bldg.Permit#: HLJ,F a& -email: Tax Map District: 1000 Section: 122 Block: 4 Lot: 39 BRIEF DESCRIPTION OF WORK(Please Print Clearly) Pool Hnij--qa<1,000sf 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 I Ph 3 Ph Size: A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected- Underground -Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION X) /T A rxz- Request for Inspection Form.xis 9R� ill riH � *4- x � Town Hall Annex Telephone(631)1165-1802 54375 Main Road , Fax(631)1165-9502 P.O. Box 1179 r Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEEF16ED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ll ZZ Owner: ?A-"iYc _LF, 640NvCAkA Gl6 �9CA L-ZI) LLC Locationof :Prope �U K p Y I Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) ®� Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) 0 Floor and roof framing (FR) Signature: Name (person submitti I f rm): Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 V./ ®��®F S®!/T�OI Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �Q OUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLID STOP WORK ORDER TO: Gerard LI LLC 80-36 208th Avenue Hollis Hills, New York 11427 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 550 Kraus Road, Mattituck, New York S.C.T.M. 1000-122-4-38 Pursuant to Section 144-8 of the Code of the Town of Southold, New York, you are notified to immediately suspend all work and activities until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction beyond the scope of BP 44822, issued 5/29/2020 CONDITIONS UNDER WHICH WORK MAY BE RESUMED: I When Suffolk County Health Department has issued a permit and the Building Department has issued approval for the amended plans. Failure to remedy the conditions aforesaid and to comply with the applicable provisions of law may constitute an offense punishable by fine or imprisonment or both. DATED: 7/23/2020 t ar i g p for il) Lfgco�D - W KRAUSER * ALL ELEVATIONS REFER TO NAVD88' DATUM PROPOSED DRAINAGE CALCULATION TEST HOLE ► 69+ NOTE-- ROOF AREA: �O \C� �•/ +� 6+(50 WIDE)+ g + SEPTIC PROVIDED (2082 S.F.) x 2" / 12" x 1.0 = NOT TO SCALE Y Y Y g m c,P� ID d� _ BY OTHERS 347 C.F. (REQUIRED) CRADE _ =9 LLJ 0 o a 3 Dry 6 , ry _ BROWN LOAM �. ' \A � , . EDGE OF PAVEMENT j �o NOTE. PROVIDED: 0' OL SILTY SAND LL_ J o ---- ---- ------------------y- FEN / (1) SOx5DEEP DRYWEH N O 6 ;� �� SM 9� o _i �► 6� ` ► ti15 -0-0 5' / WFFHIN 19 0' FROM S D 37 20 E �' 932 8 � �0.6% SUBJECT PROPERTY (1) 8'mx4'DEEP DRYWELL = 380.61 C.F. PALE: BROWN 6 - - - ��' 5' SILTY SAND 6• �'ro:_ 00 O � EXISTING SEPTIC SYSTEM � GUARANTEED TO: o W 6 1,000 GALLON SEPTIC TANK N ` a� \ CA FIRST AMERICAN TITLE INSURANCE COMPANY 1 N �\ O LANGDON TITLE AGENCY LLC. (3) 8'bx4' DEEP LEACHING �� PAAi�ERe�wN O co TAX LOT 38 \r O GERARD LI LLC. POOLS FINE SAND Q v a w ; SP !� F J a 1 g' N _ U o _ ` LOT AREA PROPOSED CABANA SEPTIC SYSTEM N € a �' a \ /'` 000 GALLON SEPTIC TANK »' WATER ENCOUNTERED m 8.4' N { w I V 27,155.99 S.F. 1, (� V) A*�, 0.62 AC. (2) 8'Ox2' DEEP LEACHING McDONALD GEOSCIENCE fn H I ,' �'b O POOLS 3-9-2020 w bi 0.8' /- _`_BRICK".o° } : ,� ul FEN � �6 � Q> � o � 4' CHAIN - C5. �, a crit o o (fl �'B LINK FEN. 14.3 �° i 29.T.' o 4AP o i' 26.3'. 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FEN ► 2 � „,i:'fir, t;ca to. -�` ® e;? / °g t� �s FOR HEALTH DEPARTMENT USE ONLY GATE �G 0 U v' \ _ ....-•.-__.r---' ( L `7 N LINK FEN. �'0.3' N80039 '10"W p,1'� \ � /` •,+ ,50 �� TAX LOT 40 cc W b (25' RICHT OF WAY LAND OF ZEBROSK) I s g POOL HOUSE SEPTIC SECTION I® o �°m O II3 i O 06 � O J onto O � 'i � O 2 �N Xp O F� E•7 A Z� O 0 POOL CABANA FFE 8.25' J N 0) D w VENT LINE SHALL ENTER BUILDING, CONNECT WATERTiOHT RISER TO MAIN WASTE STACK AND VENT THRU AND LOC(INGLd ROOF 7GFADE O DE � CEJ J () 8.0 EX GRADE 7.9' O V) ° all NO HOUSE TRAP 2.00 /t2.5FT �' / /�/ / / ( �� �/ O O U) Q 2.DO MAX 2.5FT MAX O 1 FT MIN Z W 1 =_ TOP OF LEACHING PO LS 6.24 m m I ' 7) 0 C) N INLET 6 --1.67 0.53' CABANA INVERT 6.5' INVERT 6.05' NVERT6.05•� 0.51 INV.5.39 ® ® cRoss ® ff z GRAPHIC SCALE FLOW LINE INV.5.55' w�= 1.49' ® ® ® OVER PIPE ® ® ® 2FT 40 0 20 40 1,000 GALLON TANK FOR I I' ® ® ® ® E3 ® Y =s g SEASONAL USE SYSIEM 'TL 6FT � ;8y o 0.67 BOTTOM OF LEACHING POOLS EL 3.74 O 11IT"I r7.3 1111=71 6"PVC DROP TIE WITH 2FT SEPARATION TO GROUNDWATER uj 0G NSF46 EFFLUENT FILTER 8 x� ( IN FEET ) POLVLCK MODEL PL-122 2FT MIN C) R. 1 inch = 40 ft. 4' DEPTH OREOLAL LL I `y O = Ld _ < / GROUND WATER ENCOUNTERED AT ELEV 1.08' m .� r i ZIg EXPECTED HIGH GROUND WATER ELEV 1.20' Y x' EK a� 1,000 GAL. RECTANGULAR SEPTIC TANK /�_'' I�• 'f 2FT LEACHING POOLS (NOT TO SCALE) z e E SYMBOL LEGEND , 0 MONUMENT FND ® MANHOLE 10 TEST HOLE yy, , O 00 ° O I.P. /I.B. FND "A'-INLET TREE (: r C) ® I.P. /I.E. SET EN "B"-INLET ( SHRUB r"P$�*'` *�a3,0 SPOT ELEVATIONS 13 YARD INLET 9 BOLLARD �' •� +t.� W O J YARD INLET ( ^^ / UTILITY POLE ® e WETLAND FLAG :9a 4�„ • "''E' LT F 3 >- GUY WIRE ® ELECTRIC METER CANT. CANTILEVER *� >/�/ ~O 1.L. � �-� UTILITY POLE W/LIGHT ® GAS METER FE.FENCE M LIGHT POLE WO WATER METER MAS.MASONRY Z SIGN N GAS VALVE PLAT.PLATFORM ,^ V) ° -o- PVC FENCE (PVC) - W.W.WINDOW WELL �j) E ' I}4 WATER VALVE F STOCKADE FENCE (STK) B/W BAY WINDOW �+ x- CHAIN UNK FENCE (CLF)O/H OVERHANG C/E CELLAR ENTRANCE - WIRE FENCE R/0 ROOF OVER z y FIRE HYDRANT D.C. DEPRESSED CURB Z A/C UNIT F- i 7.&- W �E.o �i10F SYMBOL LEGEND 0 MONUMENT FND FIRE HYDRANT © GAS METER FE FENCE 0 IP /I FND ® MANHOLE © WATER METER MAS MASONRY ® IP /IB. SET "A"-INLET M GAS VALVE PLAT PLATFORM Ap155 SPOT ELEVATIONS "B"-INLET D4 WATER VALVE W W WINDOW WELL TRAFFIC SIGNAL POLE "E"-INLET TEST HOLE B/W BAY WNDOW UTILITY POLE E3 YARD INLET TREE C/E CELLAR ENTRANCE GUY WIRE 0 YARD INLET SHRUB O/H OVERHANG UTILITY POLE W/LIGHT 0 CABLE TV BOX 0 BOLLARD R/0 ROOF OVER LIGHT POLE Z A/C UNIT ® WETLAND FLAG L.S A LANDSCAPED AREA SIGN ® ELECTRIC METER CANT CANTILEVER D.0 DEPRESSED CURB KRAUS ROAD (50' WIDE) ---EDGE OF PAVEMENT -- } S80037'20"E 132.88' — —— —— —— —— FEN e�0.5' \ z\ (W P 4F- r `<1 WI \ A4t. } � I 3 1 ro O'�A 'IFEN s�r'BRICK� o W LINK FEN 14.31= 29.7 o R/OAPLAT o 28.34' CHAIN ' ` iGARAGE/ n 17.8' ' u_ w �J LL ip, i 2 STORY/ TAX LOT 37 Y m N i FRAME RESIDENCE w � z 4.21 / 47.5', - / 4.9 BRICK 10, 0 = F S m BE N m 00 3 Ni WOOD n, 31.2' W� gill DECK to 0 z %27.3' F/S PROP. PROP.STEPS a 3 O 2.8' STONE TERRACE 420' PROP. �- n2 19.4' 9iDowER $oa �� PROP. c PROP. a a 0 p 18.4! (40'XIB� N CABANA w TAX LOT 38 i 14.4' �;j 121.71' ; FEN -- FEN 4 LINK FEIN f FEN 3 ,N80"39'10"1I 6'STOCKADE FEN GATE Co re�01.1 G'' o� \\ 0.5' �— Co G EJ (25' RICHT OF WAY LAND OF ZEBROSK) 9 � Nko ° 0.84 ° �° a ° F s I ° ° h ° ° TAX LOT 41 TAX LOT 39 0 Irk g � 1 Z ° � . Z a W° U h fZkll � 874005'20„ ° ko C 48.92' E „� 'N j a 4'CHAIN LINK FEN -1. W 7',i.2- O .2 to ,0 Z� � Q q Co 4 TAX LOT 46 C3 w �o cy0� REAR i,'� i LOT AREA �1 �� C� CV 27,155.99 S.F. N�'4°05'20" ► TAX LOT 42 1� C 0.62 AC. 1 Ns7°47 50.00' B '00"W GRAPHIC SCALE 25 00' GUARANTEED TO: COMPOSITE DECK 40 0 20 4o FIRST AMERICAN TITLE INSURANCE COMPANY LANGDON TITLE AGENCY LLC. 60 = Zol la GERARD LI LLC. ( IN FEET ) 1 inch = 40 ft. 1 1 103/03/20201 PROPOSED ADDED MC MJS REV DATE DESCRIPTION BY CHK OF N Eby �� Yo rLL SURVEY OF PROPERTY �`Q� PEt J. SC. rp ',�, �` SCALICE land s u r v e I n SITUATE y g MATTITUCK m s l a n d s u r v e y . c om P. 631 —957-2400 TOWN OF SOUTHOLD 4'0.'0503"" � DR.:MC CREW.:JM SCALE: 1° = 40' 1000-122.00—T 000 122.00T X M 03 O. SUFFOLK COUNTY, NEW YORK LAND S DATE SURVEYED:07/30/2019 JOB No.S19-1692 1 AND 045.000 (1)UNAUTHORRED ALTERATION OR ADDITION 70 THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUB-DIVISION 2,OF NEW YORK STATE EDUCATION LAW (2)ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEN.ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION (3)CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY TENT THE NAP 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,INC THE CERTIi1CATION IS LAMMED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED,TO THE TITLE COMPANY,TO THE GOVERNMENTAL AGENCY AND TO THE LENDING INSRIUTION LISTED ON THIS BOUNDARY SURVEY MAP (4)THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE(5)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS 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 (6)THE OFFSET(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETANING WALLS,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 KRAUSE ROADIx + * ALL ELEVATIONS REFER TO NAVD88' DATUM co In In cn co cn cn co Y e DRAINAGE CALCULATION � � 7) � � � -D �_ +�k 6 (50 ' WIDE) + NOTE: ti+ ti a + RooF AREA TEST HOLE �`� dp € zvo SEPTIC PROVIDED (356.41 S.F.) x 2" � 12" x 1.0 = NOT TO SCALE �� ��C'E �•�7 <HZ ti BY OTHERS J J U J J_l U U} Q d W p w ----- ---_- EDGE OF PAVEMENT 1 `o\ 59.4 C.F. (REQUIRED) GRADE _ EL 9.48 Y Y Y Y Y m aLL _-` NOTE: �+ (� •` `A0 6" "s -� FEN j PROVIDED• 0, - _ __ DARK BROWN LOAM z o 3 g - - 7-T- _ S0°37'20"E �� �� w ti \ 0.5' {1) 8'0x2'OEEP DRYWELL = 84.58' C.F. BROWN SILTY SAND L'- J ¢ o �0 132.8Q ��. \ � 6� NO VISIBLE WELLS SM O v� ma+* p �' w �. _ _ ��\�} 10.6% �0 WITHIN 150' FROM w o eb \„ SUBJECT PROPERTY y 5. PALE BROWN �6� FW a� � SILTY SAND i `� �� \ `- EXISTING SEPTIC SYSTEM SP ;i N I g� \\� GUARANTEED TO: S OJ c„ FIRST AMERICAN TITLE INSURANCE COMPANY 1,000 GALLON SEPTIC TANK �cl W `c TAX LOT 38 �\ `� ® LANGDON TITLE AGENCY LIC. (3) 8'Ox4' DEEP LEACHING t0 WATER IN E a \ GERARD LI LLC. PALE BROWN N~ m POOLS o z =w \ i� FlNE SAND O �Xt �> \ �i� SP 0 Z° = 15' w m31 = a W \\,�' LOT AREA CABANA SEPTIC SYSTEM N V' . V) 27,0.629ACSF 1,000 GALLON SEPTIC TANK 17' WATER ENCOUNTERED ® 8.4' oao FEN ��� ��' ��� (2) 8 Ox2 DEEP LEACHING McDONALb GEOSCIENCE _� W oaa i0.8' BRICK �1 +� 6"D1� i' + POOLS Ln ¢=w .- 3-9-2020 am�g 4' CHAIN f _ �k �� yo �� ® WLu o Z F 14.3 hk. 29.7' O 1 O °N ')-a 1 } } >- W a o LINK FEN. GARAGE ui R �LA 26.3 YI i'`-°i-� off �c� ww >L1 1< » r > z >Ld \ c- 17.8' �, 1 STORY N GFL=9.02 �I / �� 6A4 °H ¢ � FRAME RESIDENCE PEAK=34.83 2 STORY a? o I o o cn o o v7 � a- . o o P/W FEN FEN m FRAME5501DENCE c:1 \I BRICK 1Ex1s�nGALe �\ W Ya ��Y; FOt.K COU�sTY DEP�.�TI ..t�lT Off'ME/ld T#iSE RV'CC w w w o w o o CU CO z BDG SE nc"C TANK VP• � �'^ fn(n J (_n w r/I= W u x E-6 i1.6' FFL=11.17 / 0 > > o> o N TAX LOT 37 .°-4 -►I 14.2'i 47.5' � PEAK=35.58 E / /� ��\W"4 d a �' APPROVAL.OF CONSTRUCTED WORKS FCR w w z w o W o Lr w �- � l=�- 5' META 4.9' /- ���� __J w FEN �. R/0 I \ WOOD Q, � c 'MIN t_`-`4 9'M1N �_/ °o vo L� ¢ CO 0 O NNNNNNN OOpp0C14 i I @AR I DECK � ,`' 31 2' ti�J o �' w 28S �Z N ___ \\(36 } �q g. k A�\ / ��\f E' �r O ON000000 °w yrs w ¢ ,`U'M D '�- /•3,�/_C ,Q. 47 ( a•� .RA v� - N N N N N N N W c J Q _� 0' ^ tij ' ' '� I\ tO0 `�- ( `� \ 0 ��/ 9 - ooh¢ �� 0w< / 04` W � - r� a orbrnr\ �a WALL ij �� °g _ I - I sErnc ti C?R!^� U .�7�02, H.S. Ref. Nti-12,_~�(ct�s[ N N 0 0 0 0 0 a 0.2 ►�! �? SLATE PATIO 1J yo TANK Q + - cv 0 0 0 0 C0 T w6j V + OUT --o'�.000 _Q __-- Th$9e%wo ain u l and water Rplyl ftedltim at 1z*to x► h�*e tscen > ' DOOR - -- - oo n co n N ^w 19.4 e 17.T ; z z ,w SHOWER i MI �.� g _ _-$� - --- o z , _- kre2tsct<:�and(cx6'herd tt>Is Drt tx Qttler 1dc:s sr;d toerlltf b w ,,, w FIRE POOL'- Lt-t-`��Q` ��__ �� � �Y G8s�•1 a w INGROUND POOL N O o j- be�stslactnn, FOR TOTA!_ �$ R o w o O = w PIT HOUSE E t� J + i "�X�.:U.1I OF,�C z 0 18" (40'x18') - N (16') N i��� �\�gY 1`-lop-4 \ � � � � � E J Z' n ��� �N �QS(\�y R8:� fig, o FEN N -- - s \ YWELL �'- �-_°D �'� ---X9..1`------ ?1 " U w o�o J",4v 6' STOCKADE ri -F)_N � _ g12j FEN Craig Knepper, P.E., Chief �, �> F �� r� �i9 � •O V FEN f 1. / f 1.9' .- �. g -_-____ \2.1' _ _ �_�$ -tet- --�� ,_ - 6' STOCKADE FEN'. --_ y� ICe O asterwa e; anagement > 4' CHAIN WALL FEN o s �� 12' CONC. WALL GAlc FEN FEN ��� .2� Z }� w LINK FEN. f 0 2' }0.9' N80*39 '10 W BLOCK WALL 0.5' t0.1' 0.14 2006 ' �U w \ CO w -.01O 8 TAX LOT 40 f \ (FOR HEALTH DEPARTMENT USE ONLY) \ 6 G�e +64jQJ h (25' RIGHT OF WAY LAND OF ZEBROSK) ...,. ; Nem� POOL HOUSE SFPTIC SECTION =o as Z V aoav�i � <smwv O d O ���m O O C6 6,5 z 00 °m�z1a� O W J cy) J oaf$ c- < oz� C3 G ,.Qy 04 U) X V- 0 Z Q O 9o�s POOL CABANA FFE 8.25' 6 pt;t w VENT LINE SHALL ENTER BUILDING, CONNECT WATERTIGHT RISER O N F 3 TO MAIN WASTE STACK AND VENT THRU AND LOCKNG Y U w ROOF COVER TO DE O __I Y w i w O N (D w P�cx CN I >- U Z g GR/,DE 8.0 EX GRADE 7.9' LL - 0) � w g NO HOUSE TRAP - o y �2.oo 0 0 0, � \//� , ii �� i�i (n O 2.5FT MAX 1 FT MIN \ \�/.\�� \�/. O O (n o m 2.00' Zola TOP OF LEACHING PO LS 624 2.5FT MAX O Z o z o <rcrc INLET 6.. I--1.67' m IL- . m a a CABANA INVERT 6.5' INVERT 6.05' INVERT 6.05'� 0.51' 0.53' o Z GRAPHIC SCALE _ o 0 0 1.1 FLOW LINE INV.5.39' 40 0 20 40 INV.5.55' ® ® CROSS ® ® z o- 1.49' ® ® OVER PIPE ® ® 2FT F a o 1,000 GALLON TANK FOR ® N LL ® o SEA SONAL USE SYSTEM ® ® ® ® ` o a w J.67' 8FT r LL o �-- BOTTOM OF LEACHING POOLS EL 3.74 s ( IN FEET ) 6"PVC DROF T E� wITH � 0 .80 NSF46 EFFLLENT FILT;R 3 2FT SEPARATION TO GROUNDWATER W Q }- w o 1 inch = 40 ft. 4' DEPTH POLYLOK MCDEL PL-122 OR EQUAL w 2FT MIN J m Q m GROUND WATER ENCOUNTERED AT ELEV 1.08' 1 O = W EXPECTED HIGH GROUND WATER ELEV 1.20' ^/ F-- z o Z�8 1,000 GAL. RECTANGULAR SEPTIC TANK SYMBOL LEGEND 2FT LEACHING POOLSm (NOT TO SCALE) Lu 0 MONUMENT END ~ O TEST HOLE O I.P, I.B. FND ZM "A--INLET TREE � � z N o z o I.P. /I.B. SETEM "8"-INLET P SHRUB w3 SPOT ELEVAnONS ? YARD INLET ® BOLLARD O 00 'P2 a ® UTILITY POLE ® YARD INLET WETL1<AND FLAG U 3 0 0< >--- GUY WIRE ELECTRIC METER CANT. CANTILEVERZ `w w i UTILITY POLE W/LIGHT © GAS METER FE.FENCE \� J LIGHT POLE IM WATER METER MAS.MASONRY \ O J 4 wwN SIGN cv GAS VALVE PLAT. PLATFORM / I - O F o v'aoa �- PVC FENCE(PVC) WW wv y w r;� pd WATER VALDE . WINDOW WELL � F0. w �- STOCKADE FENCE (STH) B/W BAY WINDOW � w -x CHAIN LINK FENCE(CLF)0/H OVERHANG j^ o o _ C/E CELLAR ENTRANCE °(', WIRE FENCE R/0 ROOF OVER i v y,. FIRE HYDRANT D.C. DEPRESSED CURB Z A/C UNIT Ia \'NlED o FKO MAR 16 2021 W 1 H.2y J wV W 834�� (a l E.-... +h 9"`` p 3,••M•Y C.'l'�..qqo rq €U O tJ 4 � Z KRAUSE ROAD (50 ' WIDE) S80 °37 ' 20 " E ' 132. 88 FEN O WM �` �• co I `\ M. I ' I a l IJ W I \\ ......... 10. 8 .3' OH pH °H � \++ pH pH pH p AR E \ , OH pH \ SEAL TAX LOT 37F ME ESID NCE m m #55 F/S I I f tiod 2BOO .8' / 11 1 00 W %+ ARCHITECT e°A JEFFREY SANDS c 4 I \ ql. ARCHITECT O J) I � O 6 EVERGREEN LANE � F/S I `� I `\\ EAST QUOGUE, NY 11942 2.8' o I PHONE 631.375.5997 FAX 631.576.8916 EMAIL:JEFFoJSA-NY.COM �C 'moi o TAX%,, LOT 38 II I \` `\ Q PROJECT CD CD �'✓ \ 5,-0, 401_011 16'-0° 1 `17,.611 FAN GAVEAU I L FEN �� \�` RESIDENCE ' ------------------ - -------------- -------------------------- �' 0.3 0 - -- ---o ------ -----------o ---------------------- \�= FEN \\\ 550 KRAUSE ROAD ..If---0.5' 121. 71 1 .4- ..� FEN 2.1' 4 M ATTI TU CK --------------- - - _ _ _ _ _ _ _ 31 -4- NEW YORK >> o SCTM 1000-122-4-39 FEN FEN N80039 ' 10 W 201. 16 �� DRAWING TITLE 0.4''-0'5' SITEPLAN (25 ' RIGHT OF WAY LAND OF ZEBROSK) d' i � 1 � 1 FEN 0.8 I I OATE 0.2' � r . , 1�6"=1'-0" 9-23-2020 I + SH2 J 20201 DRAWING NUMBER I I 1 `✓ �. _.. 1 d- , � I ' I SHOW 7'-10" BUILT-IN I BATH x All, —7" 4._O.. C-)co \ sy �N 1-11.875" LVL RIDGE, I POOL EQUIPMENT mm 0 57< L I I ur M 2X1ORR ®16"OC II 2X10RR 0116"OC TV II SEAL L7 hr ROOF CONSTRUCTION �"' r� ASPHALT SHINGLES ON BLUESKIN HOUSE WRAP w/ ICE AND WATER BOTTOM 24 ' CDX PLYWOOD SHEATHING `"✓ 2X10 WOOD ROOF RAFTERS FRAMED 16"OC ARCHITECT PITCH TO MATCH HOUSE JEFFREY SANDS WALL CONSTRUCTION ARCHITECT 11:12 PITCH 11:12 PITCH 6 EVERGREEN LANE CEDAR SHINGLE SIDING (MATCH HOUSE) (MATCH HOUSE) EAST QUOGUE, NY 11942 ON BLUESKIN HOUSE WRAP PHONE 631.375.5997 ICE AND WATER BOTTOM 24" FAX 631.576.8916 r CDX PLYWOOD SHEATHING EMAIL:JEFF(a),JSA-NY.COM 2X6 STUD FRAME WALLS 16"OC " SHEETROCK ON INTERIOR PROJECT 2-9.5" LVL HEADERS ABOVE ALL WINDOWS AND DOORS Maw GAVEAU UNLESS OTHERWISE NOTED ON PLAN. RESIDENCE CS20 STRAPPING TO WALL FRAME 2x6 ACQ SILL OVER COPPER TERMITE SHIELD 550 KRAUSE ROAD r 4 ANCHOR BOLTS 25" OC IN 8'-0" END ZONES T1DOWNS DOWNS N H2.5A M ATTI TU CK AND 29" OC WITHIN INTERIOR ZONES NEW YORK COIL STRAPPING UNDER SILL & RUN UP EXTERIOR OF STUD FRAME 20" °O SCTM 1000-122-4-39 DRAWING TITLE FOUNDATION WALL CONSTRUCTION11" 4"THICK P RED CONC PROPOSED MINIMUM 10" POURED CONCRETE FOUNDA11ON WALL w/ 2'42 (2) NO. 5 REBAR AT TOP AND 18"x10" DEEP FOOTINGSLAB WITH 6 6 10/10 WAA OVER w/ KEYWAY WELL COMPA TED CLEAN AND. °° (2) NO. 5 REBAR WITHIN FTG ' ' CABANA CHANGING " PLAN/SECTION 0 ROOM 7 � ap„. :':r M CABANA SECTION > O - SCALE —TO-AM 41=1f-0” 9-23-2020 DRAWING NUMBER A100 A (200 FRAMING NOTES BUILDING DESIGN NOTES DRAWING LIST 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO. 2 OR BETTER 1. ALL ASPECTS OF fHE DESIGN AND CONSTRUCTION OF STRUCTURES SHALL CONFORM TO ALL LOCAL AND STATE CODES (SEE ICC 2015 RESIDENTIAL CODE) A001 DATA SHEETIDRAWING LIST ALL FRAMING SHALL BE NAILED IN ACCORDANCE WITH LOCAL AND STATE CODES (SEE ATTACHED NAILING SCHEDULE) INE ARCHITECT SHALL 8E NOTIFIED IMMEDIATELY IF ANY OF 1HE DESIGNS ARE NOT WITHIN THE CODES Of THE STATE ANO LOCAL AUINOURIIIES ";112. 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 )ip -.•- 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" I.`.7 -;Y; BASEMENTS SHALL HAVE A MINIMUM CEILING HEIGHT OF 7'-0" (SEE R305 OF NYS RESIDENTIAL CODE FOR MORE DETAILS) w A010 S[TEPLAN 3. ALL SU13FLOORING SHALL BE APA RATED STURD-I-FLOOR, EXPOSURE 1, T&G 3/4" THICKNESS ^D !i.•^ :, _ 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 r%i_I C�', `! !""' -' { ` A100 CABANAPLAN(SECTION 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 FEET AT ALL GROJND FLOOR OPENINGS AND 5.7 SQUARE FEET AT ALL OTHER OPENINGS. MINIMUM OPENING WIDTH (20"), MINIMUM OPENING HEIGHT (2411) A200 ELEVATIONS 4. DOUBLE JOISTS SHALL BE SET UNDER ALL PARALLEL PARTITIONS (SEE R310 OF NYS RESIDENTIAL CODE FOR MORE DETAILS) �.` "'"- { a_. 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 WDTH AND HORIZONTAL PROJECTION OF 36 WINDOW WELLS WITH A DEPTH GREATER THAN 44" SHALL HAVE A PERMANT LADDERt, _ t,� _ ( T' ',;;'i': ,' I'11-I I LADDER SHALL HhVE A INSIDE WIDTH OF AT LEAST 12", SHALL PROJECT 3" FORM THE WALL, AND BE SPACED MAXIMUM 18" APART VERTICALLY s 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 SECTION R310 OF THE NYS RESIDENTIAL CODE FOR MORE DETAILS) °-- Tb,:. 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. RrG�i1i"� '"^°'7^ O{ ;i -� (� 1 J 7. ALL JOIST TO BE BRIDGED WITH EITHER SOLID BLOCKING, DIAGONAL BRIDGING, OR A CONTINUOUS 1" X 3" STRIP NAILED ACROSS THE 80TTOM OF THE JOISTS THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED (SEE R303 OF NYS RESIDENTIAL CODE FOR EXCEPTIONS c*n n,_cpr}°;i;'([' I-CiE EVERY HABITABLE SPACE SHALL BE PROVIDED WITH HEATING CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEGREES FARANHEIT, 3 FEET ABOVE i +��� i f - '\I alt PERPENDICULAR TO THE JOISTS AT INTERVALS NOT EXCEEDING 8 FEET ryr FLOOR AND 2 FEET FROM EXTERIOR WALLS (SEE SECTION R303 OF THE NYS RESIDENTIAL CODE FOR MORE DETAILS) CjP�S'tat`I 0,1 CCI i.7�F;IJGT,'�, ERtI�� .7 8. BEAMS SHALL 8E NOTCHED AND DRILLED IN ACCORDANCE WITH R502.8 OF THE ICC 2015 RESIDENTIAL CODE OR MANUFACTURERS SPECIFICATIONS FOR ENGINEERED WOOD PRODUCTS 6. THERE SHALL BE ONE HABITABLE ROOM WITH A MINIMUM FLOOR AREA OF NOT LESS THAN 120 SQUARE FEET r, I 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 9. DRAFTSTOPPING SHALL BE REQUIRED WHEN THERE IS USABLE FLOOR SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING HABITABLE SPACES SHALL NOT BE LESS THAN 7' IN ANY HORIZONTAL DIMENSION (EXCEPTION KITCHEN) O�f tJ . (A� t U ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1000 SQUARE FEET (SEE R304 OF NYS RESIDENTIAL CODE FOR MORE DETAILS) ` Ltti G�#��( L (SEE R502.12 OF IRC 2015 RESIDENTIAL CODE FOR MORE DETAILS) 10. ALL PRESSURE TREATED MATERIAL SHALL BE PRESERVATIVELY TREATED AND DRIED AFTER TREATMENT IN ACCORDANCE WITH AWPA C22 7. ALL DESIGNS SHALL BE IN CONFORMANCE WITH THE ICC 2015 ENERGY CONSERVATION CODE AND THE IRC 2015 RESIDENTIAL CODE (SEE CHAPTER 11) !� ri F"I�sC� � I-e ' I,j q� SEE DRAWINGS FOR DIMENSIONAL SPECIFICATIONS AND USES THE FOLLOWING GLAZING AND INSULATION VALUES SHALL BE USED ALONG WITH THE ENERGY CONSERVATION CALCULATIONS 1 C f�j LE GLAZING U-FACTOR: .35 MAX ` r `('"\y11. ALL PRE-ENINEERED LUMBER SHALL BE GEORGIA PACIFIC WI SERIES JOISTS (WOOD 1-BEAMS), LVL PRODUCTS, AND ANTHONY POKRBEAM PRODUCTS CEILING R-VALUE: R-49 Cc_ti:PL('WITH ALL CODES OI- t 4 j ALLL JOIST'S, GIRDERS, AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS WALL R-VALUE: R-20 NEW YORK STATE & TOWN CODES 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-VALDE: R-10/13 AS REQUIRED AND IONS OF HANDLING, STORAGE, AND ERECTION OF ALL COMPONENTS SHALL BE AS PER MANUFACTURER'S SPECIFICATIONS SLAB PERMITER: R-10 (DEPTH OF 2') 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) CRAWL SPACE : R-10/13 SOUTHOLD TOW .�A 8. THE FOLLOWING CRITERIA WAS USED IN THE BUILDING DESIGN 13. ALL EXTERIOR WALLS SHALL BE 2X6 NOMINAL THICKNESS DOUGLAS FIR -LARCH NO.2 OR BETTER 16" O.C. MIN WIND ZONE TNG MPH RI SECOND GUSTS) SOUTHOLD T ,A PLANNING BOARD INTERIOR WALLS SHALL BE 2" X 4" NOMINAL THICKNESS MINIMUM, SEE DRAWINGS FOR SIZES EXPOSURE D 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 SOUTH '_J TOWN TRUSTEES 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 1 t' 15. STUDS MAY BE DRILLED AN NOTCHED IN CONFORMANCE WITH R602.6 OF THE IRC 2015 RESIDENTIAL CODE DEAD LOAD 40 PSF N.� .DEC 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 REP2ESENTED 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 DEBRIS 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" #6 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 W'FCM (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 S1AP. BE NOTIFIED IMMEDIATELY IF ANY OF THE SPECIFICATIONS DO 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 WOOD SHINGLE ROOF FINISH 12. ALL EXTERIOR FINSHES SHALL BE IN CONFORMANCE WITH THE IRC 2015 RESIDENTIAL CODE SEAL f` r 21. ALL FRAMING SHALL BE STRAPPED AS PER THE ATTACHED SCHEDULES WITH STRAPS MANUFACTURED BY SIMPSON STRONG TIE OR EQUAL �, ' 13. ALL ROOF OVERHANG,. �11ALL RELIEVE 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 SHALL 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 R905 FOR ROOF COVERING) ry 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 . " CONCRETE/ 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 \ 1 ARCHITECT 2. ALL CONCRETE SHAL BE POURED IN AMBIENT TEMPERATURES OF 40 + DEGREE F. IF POURING IN COLDER WEATHER, THE CONCRETE MUST BE PROTECTED �1 © FROM FREEZING FOR A PERIOR OF 14 DAYS (ADD MIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED JEFFREY SANDS © 1 3. ALL FOOTINGS AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED VIRGIN SOIL, HAVING A MINIMUM BEARING CAPACITY OF TWO TONS PER SQUARE FOOT , ARCHITECT 4. ALL FOUNDATION WALLS SHALL HAVE A MINIMUM THICKNESS OF 8", ALL FOOTINGS SHALL HAVE A MINIMUM DIMENSION OF 8" DEEP AND 16" WIDE O © I 6 EVERGREEN LANE SEE PLANS FOR ACTUAL FOUNDATION WALL THICKNESS AND FOOTING SIZES I 5 EAST QUOGUE, NY 11942 5. ALL CONCRETE SHALL BE 3000PSI AT 28 DAYS I 1 O O PHONE 631.375.5997 © © I © FAX 631.576.8916 4' EMAIL:JEFF(a,JSA-NY.COM 6. THE CONCRETE CONTRACTOR SHALL PROVIDE ANCHOR BOLTS, INSERTS, SLEEVES, ETC. AS REQUIRED BY OTHER TRADES. Q © I 3 4' 5O ANCHOR BOLTS SHALL BE SET PER NYS RESIDENTIAL CODE. SEE ATTACHED STRAPPING SCHEDULE FOR SPACING AND SIZE , 4. PROJECT 7. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED. AL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON GROUND SHALL 4ZONE 5 ZONE 6 BE SUPORTED ON PRECAST BRICKS OR APPROVED CHAIRS GAVEAU 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 FIELD 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 MPH USE 1MND ZONE NDX Ro(3 SECOND GUSTS) NEW YORK USE 1/2" CDX WALL SHEATHING NG FASTEN WITH 8D 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 2" X 11 1/Y G8 - PATTERN LV INDICATED BELOW SCTM 1000-122-4-39 2" X 11 1/2" GA. - PATTERN AS INDICATED BELOW APPROXIMATELY 20' O.C., CONSTRUCTION JOINTS SHALL BE KEYED DRAWING TITLE 12. EXCEPT AS NOTED, ALL OUR STOPS SHALL BE TREATED AS CONSTRUCTION JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR. WALL SECTIONS GE1�TT�T�L1\t1L A T SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS 1V 13. FOR CONCRETE WALLS, VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED AT A MAXIMUM SPACING OF 40' AT LEAST 4' AWAY POOL GABANA - 550 50 FT NOTES, FROM ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS, OR ANY WALL OPENING OUTDOOR SHOVER- 24 SG, FT DRAWINGS 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE NOTED ON PLANS OR SHOWN AN ACCEPTED ON SHOP DRAWINGS TEENAGE AT C RADE - 1560 50 FT LIST NAILING 15. CONCRETE WALLS, DECKS, AND SLABS REQUIRING WATERPROOFING SHALL CONFORM TO ACI 515. 1R-79 SPECIFICATIONS, CHAPTER 3 FOR CONCRETE SURFACE QUALITY 5NIMMINC POOL840 /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. NDN DGK STEPS I4� SQT LIQUID APPLIED BARRIERS SHALL NOT COVER, HIDE, OR LEVEL SURFACE IRREGULARITIES 2020 16. MASONRY OVER OPENINGS SHALL BE SUPPORTED BY STEEL LINTELS, REINFORCED CONCRETE OR MASONRY LINTELS, OR MASONRY ARCHES GODS GOMPL I ANGN E REFERENGES: SCALE DATE DESIGNED TO ACCEPT LOAD IMPOSED �7 A - - 17. THE BOTTOM OF ALL FOOTINGS SHALL BE A MINIMUM OF 36" BELOW FINISH GRADE 2015 1 RG DRAWING NUMBER 18. ALL CHIMNEYS AND FIREPLACES SHALL BE DESIGNED IN ACCORDANCE WITH CHAPTER 10 OF THE ICC 2015 RESIDENTIAL CODE 2017 NYS UNIFORM GODS SUPPLEMENT 2016 I ECC NYS SUPPLEMENT ENC I NEERED STRUCTURAL GOMPONENTS PER ASCE -7-10 A001 CABANA/TERRACE BLOOD DSS 1 C N LOADS PER ASCD 24-15 A TABLE .3(1) TABLE 602.3(1) FASTENING SCHEDULE FASTENING SCHEDULE-continued (!EH I NUMBER AND TYPE fTEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER"`s l S-ACING AND LOCATION i DESCRIPTION OF BUfLDING ELEMENTS OF FASTENER'a'° SPACING AND LOCATION t Floor � Roo! 3.16d box W1, 0.135'):or 14-8d box(2/2"x 0.113')or 24 2"subfoor to joist or girder 2•i6d common(3'h"x 0.162 Blind and face nail 3-8d common(2112'x 0.131');or 1 Blocking between,ceiling joists or rafters to top plate 3-1 Od boa(3"x 0.128);or Toe nail 2i o- i-16d box(3'12"x 0.135");or planks(plank&beam-floor&roo`) 1 At each bearing.face nail 3-3"x 0.131"nails 12i- n_-16d common(3/2"x 0.162') 4-Sd box(2!2"x 0.113):or i 3.16d common(3!2"x 0.162"1 �� �I 4.10box(3"x0.12S").or ,--Sd common(_A"x 0.131');or 25 Band of ri:n joist to joist End nail 2 Ceiling joists to top plate Perjoist toe nail i 4.3"x 0.131"nails;or i3-1Od boa(3"x ifs_8):or 3.3"x 0.131"nails 4-3"x 14 ea staples.7/16"crown Ceiling joist not attached to parallel rafter,laps over ,4-IOd box(3"x 0.128'):or 20d common(4"x 0.192'):or \yl each leper as follows:32"o.c. 3 partitions[see Sections R802.3.1,R802.3.2 and Table 3.16d common(31/2"x 0.162'):or Face nail at top and bottom and staggered. R802.5.1(9)] 4-3"x 0.131"nails 10d box(3"x 0.125');or 24"..e.face nail at top and bottom j Ceiling joist attached to parallel rafter(heel joint) 27 Built-up girders and beams.2-inch lumber 3"x 0.131"nails staggered on opposite sides I 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802-5.1(9) Face nail layers And: R802.5.1(9'1 I 2-20d common(4'x 0.192'):or Face nail at ends and at each s lice Collar rig to rafter,face nail or 11/4'x 20 a.ridge strap to 4-1Od box(3"x 0.123');or 3-Sod box(3"x 0.125'):or p ` 5g p 3.10.1 common(3"x 0.143):or Face nail each rafter 3-3"x 0.131"nails rafter a3"x0.131"nails 4-16dbox(3 A"x0.135 or 3-16d box nails(31/2"x 0.135):Or 3.164 common(311,"x 0.!62'):or � r ''toe nails on one side and 1 t«nail 28 Ledger strip supposing joists or rafters � At each joist or rater,face nail 3-1Odcommon nails(3"x0.148):or` 4-1Odbox(3"x 0.1_4');or joist hanger Into girder 6 Rafter or roof truss to plate on opposite side of each rafter a 14-3"x 0.131"nails ; 4-3"x0.1 1-mill-8�:r truss' (riot shown) size per joist 43"x 0.131"nails Each end,toe nail 29 Bridging tojoist 2-I0d(3"x 0.123') 4.16d(3'/2 x 0.135');or SPACING OF FASTENERS 3-10.1 common(31/,'x 0.143):Or ! DESCRIPTION NUMBER AND Inm-.d!. 4-IOd box(3"x 0.125');or Toe rail STEM OF BUILDING ELEMENTS , TYPE OF FASTENER'.s•0 pn it.9")h supports°-• ° Roof rafters to ridge,valley or hip rafters or roof rafter 4-3"x 0.131"nails I (Inches) 7 to minimum 2'ridge beam Wood structural pane's.subf!oor,roof end Interior wa!'.sheathing to training and parbclehoard wall sheathing to framing 3-16d box 3•/2"x 0.135");or (sea Table R502.3(3)for wood structural panel exterior !l sheathing to wall framing] 2-l6dcommon(31/2"x0.1627:or End nail MTS12 a 3-I0d box(3"x 0.128'):or �' 30 v/ i/-" 6d common(2"x 0.113')nail(subfloor,xall), 6 Int 3-3"x 0.131"nails $ 8d common(21A'x 0.131-)nail(roof) Wall 31 /32"-1" 8dcommonnail(2/2"x0.131') 6 12 MTS12 I6d common(3/2"x 0.162') 24"o.c.face nail 32 1'/"-I i/. I0d conunon(3"x 0.145')nail;or 6 12 ° 8 Stud to stud(not at braced wall panels) IOd box(3'x 0.128');or s ° 8d(2/."x 0.131')deformed nail 3"x 0.131'nails 16"o.e.face nail Other wall sheathings 0 16d box W1, 0.135'):or33 /2"structuml cellulosic fiberboard 1112.ral vanized roofing nail-'/1B"head 3 6 MTS12 0 9 Stud to stud and abutting studs at intersecting wall comers 3"x 0.131'nails 12"o.c.face nail sheathing diameter,or I"crown staple 16 ga.,I'/,"long (a:braced wall panels) 16d common(3'1,"x 0.162') 16"o.e.face nail 34 -"J?] structural cellulosic 1/4"galvanized roofing nail, /f6"head diame- 3 6 fiberboard sheathing ter,or I"crown staple 16 ga..I/4"lone 16d common(3'12"x 0.162') 16"o.c.each edge face nail r 10 Built-up header(Z"to 2"herder with /2'spacer) a 35 l/2^ a• rum rhea:hirg6 1 2"ga.canied roofing nail:staple galvanized, 7 7 0 16d box(3'/2"x 0.13_") 1_"o.c.each edge face nail g•p- !1 A.long:11/4"screws,Type\t'or S 0 5-8d box(2•/2"x 0.113'):or 5 6 I/4"galvanized roofing nail:staple ralvanized. I I Continuous header to stud 4-Sd common(21/2"x 0.131');or Toe nail 36 /3"gypsum sheathing +1514"long:IS/a"screws.Type W or S , 7 4•1Od box(3"x 0.128') DIAGRAM 5 Wood structur°i panels,eombinstton sublloor underisyment to taming t6dcommon(3/2"x0.162') 16"'.'.face nail I ? 6ddeformed(2"x0.120')nail:or Stud to Band Joist/Girder 12 Top plautotop plate 10dbox(3"x 0.1'_3'):or 37 31,1"and less (8dcommon(21J2"x0.131")nan 6 I 12 (Flush Connection) 3"x 0.131"na is 12"o.e.face nail PS418 33 Tl"-1" 'Sd common(2/,"x 0.131 j nail:or b 12 8-16d common(3'/2'x 0.162');or s Sd deformed(21r'2"x 0.120'nail Double top plate splice for SDCs A-D2 with seismic braced 12-16d box(31/2"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 1 t/s 1114" 101 common(3"x O.0.I20 nail:or 6 12 13 12.3"x 0.131'na is Sd deforne3(2/2"x 0.7_0'nc l (minimum 24"lap space length each Double top plate splice SDCs Dp.D;.or D2:and braced side of end joint) For Sl:I inch.254 mm.I foot=304.3 mm.I mile perhour=0.447 m's;I ksi=6.395 Si Pa. wall 12-16-(31/x"x 0.1?5') tine spacing 2:25' TABLE R602.3(1)-continued FASTENING SCHEDULE ITEM DESCRIPTION OF BUILDING ELEtfENTS NUMBER AND TYPE OF FASTENERS SPACING AND LOCATION Bottom plate to joist.rim joist.band joist or 16d common WI.,"x 0.162') 16"o.c.face nail ]Q ' 35bl«kill (not at braced wail one's) 16do312"x0 'jor I 3"x 0.131"na;!s t.2"o.c.face nail 35 Bottom plate to joist,rim joist.band joist or a-16d box(3'/2'x 0.135');or 3 each 16"o.c,face nail A 15 blocking(at braced wall panel) 16d common(3 12'x O.16_');or 2 each 16"o.c.face nail LS TA18J10 . 4-3"x 0.131"nails 4 each 16"o.c.face nail A 18 4-8d box(2'A"x 0.113');or 3-16d box(312"x 0.135');or 4-8d common.(2./,'x 0.131');or Toe nail 4-10d boa(3"x 0.123');or DIAGRAM 6 16 Top or bottom plate tostud 4-3"x0.131'nails Rafter to Ridge Connection 3-16d box(3'/2"x 0.135');or ( 2-16d common(3'/2'x 0.162'):or I 3-10d box(3-x 0.128) DIAGRAM 7 SEAL:or End Dail /4 r 3.3"x0.1Os (3-x 3-I0d box(3"x 0.128'):or Rafter Connections to Wood Top Plates 17 Top plates,laps at comers and intersections 2.16d common(3112'x 0.162):or Face nail 3-3"x0.131"nails - 3.8d box(2'12"x 0.113'):or .1 2-8d common x 0.1 x 0.131'):or J 18 1"brace to each stud and plate Face nail - Z-Sod box(3"x 0.128');or 2 staples l•/4, I 3 8d box 2-Sd common2(21,"tx 0.131');or I #' .* 4: ./'/ f ' 19 1"x 6"sheathing to each bearing Face nail 2-lOd box(3"x 0.125');or ��' ({) ',, i '" 2 staples,l"crown,16 ga.,13/,"long , MTS20 MTS20 MTS20 V, 3-8d boa(2'/,"x 0.113 or ,.�� f,�~• J 3.8d common(21/,"x 0.131'):or ``/��•`-�-�._,-1 i ���/ CS16 C);r 3-10dbox"cro0.1289:-- ` 3staples.l"Lrowzl,l6ga.,'13/4`long CS16 20 1"x 8"and wider sheathing to each bearing 'Wider than 1"x 8" nail Face 4•9d box(21/2"x 0.1,3'); JEFFREY SANDS 3-8d common(21/2"x 0.131');or ° 3-1Od boa(3"x 0.123');or ARCHITECT � LSTA21 a staples,l"Rowm,lf/ga.,1?/s Sona LSTA21 a ARCHITECT Floor 14-8d box in (x 0.1131:0.Ior ®•® 6 EVERGREEN LANE 21 Joist to sit.',top plate r girder 3-8d common x 0._1 x):or );or Toe ® LTS12 S 12 3-3'-0.x(3"x0.125):or 3-3"x 0.131'nails LTS12 EAST QUOGUE, NY 11942 i PHONE 631.375.5997 ist, sd box mon(x' 4'o.c.toe nail jj FAX 631.576.8916 21 Rim joband joist or blocking to sill or top gd common(2'/2"x"x 0.0.131');or ' plate(roof applications also) 10d box(3"x 0.128");or 6"o.c.toe nail ® EMAII.,:JEFF�JSA-NY.COlVl 3"x 0.131"nails 3-8d box(2'/,"x 0.113');or 23 1"x 6"sub floor or less to each joist 2-8d comboxmon(21/2"x 0.1317;or Face nail DIAGRAM 4 3l'dWx I'cown,1 0.128");or j LSTA21 Post t0 Girder Connections PROJECT 2 staples.1"crown,l6 ga.,13/4'long r MT,16 / ® ,a MTS16 PS720 ® A35F MTS16 GAUEAU TABLE R,301.2(l) LTS12 MTS16 LTS12 A35F A35F STA2 RESIDENCE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 0 MTS16 MTS16 0 DIAGRAM 2 ZT. 550 KRAUSE ROAD NAND SUBJECT TO DAMAGE FROM ICE SHIELD DIAGRAM 6 Shearwall Holdown Connections M ATTI TU CK GROUND SIESMIC WINTER UNDERLA- SNOW DESIGN FROST DESIGN YMENT FLOOD post to Girder Connections NEW YORK LOAD SPEED (MPH) CATEGORY WEATHERING LINE TERMITE DECAYTEMP HAZARDS Cover Frarle> CS16 DEPTH REQUIRED PS418 CS16 SCTM 1000-122-4-39 25PSF 140 MPH + B SEVERE 36" MODERATE SLIGHT TO 11 YES CS16 CS16 DRAWING TITLE DECAY MODERATE a FASTENER ° SCHEDULES ° ANDe BP DIAGRAMS 0 LSTA18 H10-2 LSTA18 s. SCALE DATE AC4 A35F NA 3-9-2020 DRAWNG 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 (50WIDE) EDGE OF PAVEMENT ---------------- S80 °37 ' 20 " E 13 2. 8 8 ' FEN O WM 0I-0.5' �. 10.6' \ ' cc I ; cn cf) : LLJ I I J <c I \ o o U = w I \` a' m I >_ LTJ I ` < Ln Q I QLD J I ` I Z � I \ F- I \` I \ o ' l� I o N o , :.........: 10.8 4' CHAIN I LINK FEN. - 9'7' o R�0 PLAT. _ 3' °H °" °" °" ❑" °H p ❑H AR E 17 i � ` ❑H SEAL , — Z LiJ w I ST Y L, ` d TAX LOT 37 Y FAME ESI D NCE 0 �. J BRICK 8X4 0 18X4 , 0- e Q F/SI vDI , .- �' I-i►2.8' Lin WOOD 1 '`,1000G W UL1. K W � 4 ` ARCHITECT `�' -------- � 27.3' 3 i� OUTDOOR ° �� ° 1 JEFFREY SANDS cn cu w I� SHOWER ' ARCHITECT 3q I- O - I Q 4, \ \8X4 6 EVERGREEN LANE F S I `n I ���� `�� �`` O EAST QUOGUE, NY 11942 2.8' o STONE TERRACE I0 1 O PHONE 631.375.5997 ` FAX 631.576.8916 (\) EMAIL: JEFF(a�JSA-NY.COM o SWIMMING a o TAX LOT 38 �`, co II CD (0 I 1 1 POOL _` � SF . . I �` ` Q PROJECT J � a °g; NA a 1 5 _0. C,40,_0„ 16,_01, x` 17, 6„ _ FAN, G A V E A U oJill 1 4 FEN 11 DWl \`, RESIDENCE ]L-*-O.5' --------------o -------------------�o ------ Y------------ --------------------------�--1--------------- FEN ` 550 KRAUSE ROAD 4 CHAIN ,2,. 71 � 1 � ' � MATTITUCK LINK FEN. o - 6' STOCKADE FEN. FEN 31 -4- NEW YORK \ SCTM 1000-122-4-39 OE4 Nco) 0 03 9 ' 10 " W GATE 201. 16 ' o DRAWING TITLE � o I � (25 ' RIGHT OF WAY LAND OF ZEBROSK) C�' SITEPLAN 1 \� FEN I I I0.8' DAtE 0.2' - I6"=1'-0" 3-9-2020 II DRAWING NUMBER AO 0 1 I 1 I 1 co I I A 7'-10" BUILT-IN CHANGING 1 \ ROOM NO \ I1 4'-0" 16�I7" cF I �\ II LN 1-11.875" LVL RIDGE�� I POOL EQUIPMENT f m Lo �i i X in 2X10RR @16"OC II 2X10RR ®16"OC TV II SIN SEAL ROOF CONSTRUC11ON ASPHALT SHINGLES ON BLUESKIN HOUSE WRAP w/ ICE AND WATER BOTTOM 24" r CDX PLYWOOD SHEATHING ARCHITECT 2X10 WOOD ROOF RAPIERS FRAMED 16"OC JEFFREY SANDS PITCH TO MATCH HOUSE ARCHITECT WALL CONSTRUCTION 11:12 PITCH 11:12 PITCH 6 EVERGREEN LANE CEDAR SHINGLE SIDING (MATCH HOUSE) (MATCH HOUSE) EAST QUOGUE, NY 11942 ON BLUESKIN HOUSE WRAP PHONE 631.375.5997 ICE AND WATER BOTTOM 24" FAX 631.576.8916 r CDX PLYWOOD SHEATHING EMAIL:JEFF(a,)JSA-NY.COM 2X6 STUD FRAME WALLS 16"OC r SHEETROCK ON INTERIOR PROJECT 2-9.5" LVL HEADERS ABOVE ALL WINDOWS AND DOORS GAVEAU UNLESS OTHERWISE NOTED ON PLAN. CS20 STRAPPING TO WALL FRAME 7RESIDENCE 2x6 ACQ SILL OVER COPPER TERMITE SHIELD - 550 KRAUSE ROAD r 0 ANCHOR BOLTS 25" OC IN 8'-0" END ZONES TIE DON S2.5A TIE DOWNS M ATTI TU CK AND 29" OC WITHIN INTERIOR ZONES NEW YORK COIL STRAPPING UNDER SILL & RUN UP EXTERIOR OF STUD FRAME 20" 00 SCTM 1000-122-4-39 DRAWING TITLE FOUNDATION WALL CONSTRUCTION 1 1' 4" THICK POURED CONC PROPOSED MINIMUM 10' POURED CONCRETE FOUNDATION WALL W/ 2 42 SLAB WITH 6 6 10/10 OVER (2) NO. 5 REBAR AT TOP AND 18"x10" DEEP FOOTING ZWELL COMPACTED CLEAN AND. w/ KEYWAY CABANA (2) NO. 5 REBAR WITHIN FTG CHANGING o ROOM 7 PLAN/SECTION M 10 . <�:f CABANA SECTION > DATE 4 1 0 3-9-2020 ORAWNG NUMBER A100 A ROOF CONSTRUCTION ASPHALT SHINGLES ON BWESKIN HOUSE WRAP w/ ICE AND WATER BOTTOM le 1:.12-PITCH--- PITCH --11:12-PITCH-- 11:12 PITCH -- - r CDX PLYWOOD SHEATHING —(MATCH-HOUSE)=- MATCH-HOUSE) 2X10 WOOD ROOF RAFTERS FRAMED 16'OC - {MATCH-HOUSE) (MATCH HOUSE) PITCH TO MATCH HOUSE F WALL CONSTRUC110N CEDAR SHINGLE SIDING -AX281 AX281 ON BLUESKIN HOUSE WRAP ICE AND WATER BOTTOM 2e CDX PLYWOOD SHEATHING 2X6 STUD FRAME WALL' 16'OC SHEETROCK ON INTEROR c:) 6 VERTICAL X�51: E� E AR , V AR RT �AL ANDERSEN FWG120611 OXXO CABANA ELEVATION A CABANA ELEVATION B SEAL 7 21 4 ROOF CONSTRUCTION ----------- -------------- ASPHALT SHNGLES ON BWESKIN HOUSE WRAP w/ 112f!?ITCH�=- 1:12-PITCH ll:12 PITCH ICE AND WATER BOTTOM 240 (MATCH HOUSE) MATCH-HOUSE) (MATCH HOUSE)_ CDX PLYWOOD SHEATHING ARCHITECT 2X10 WOOD ROOF RAFTERS FRAMED 16*OC PITCH TO MATCH HOUSE JEFFREY SANDS :F:j ARCHITECT 6 EVERGREEN LANE WALL CONSTRUCTION EAST QUOGUE, NY 11942 CEDAR SHINGLE SIDING PHONE 631.375.5997 ON BLUESKN HOUSE WRAP FAX 631.576.8916 Mid ICE AND WATER BOTTOM 2e EMAIL: JFFF(a,)JSA-NY.00M r r CDX PLYWOOD SHEATHING 2X6 STUD FRAME WALLS 16"OC I \k S-6 X 5'-0" SITE PROJECT F F1 Ej SHEETROCK ON INTERIOR BUILT 90 DEGREE AWNING WINDOW GAVEAU 1 6 VERTICAL RESIDENCE 1X6 VERITI"AL CEDA x6 VEis _ CEDAR 550 KRAUSE ROAD 1 CALM CED R co MATTITUCK I NEW YORK - SCTM#1000122-4-39 DRAWING TIME CABANA ELEVATION C CABANA ELEVATION D PROPOSED CABANA ELEVATIONS SCAf"= 1-01, GATE41 13-9-2020 DRAWNG NUMBER A A