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HomeMy WebLinkAbout42582-Z ��Q�Og11FFOtKcoG�� Town of Southold 1/11/2019 P.O.Box 1179 v; 53095 Main Rd 41R a0�' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40162 Date: 1/10/2019 THIS CERTIFIES that the building COMMERCIAL Location of Property: Whistler Ave.,Fishers Island SCTM#: 473889 Sec/Block/Lot: 12.4-18 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/4/2018 pursuant to which Building Permit No. 42582 dated 4/18/2018 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: salt storage building as applied for. The certificate is issued to Town of Southold of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL HM17-093R1 12-19-2018 ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Authorized Signature ��4�SufFn�,r�oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ��.• 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#: 42582 Date: 4/18/2018 Permission is hereby granted to: Town of Southold 53095 Route 25 PO BOX 1179 Southold, NY 11971 To: construct salt storage building as applied for per SCHD approval. At premises located at: Whistler Ave., Fishers Island SCTM # 473889 Sec/Block/Lot# 12.-1-18 Pursuant to application dated 4/4/2018 and approved by the Building Inspector. To expire on 10/18/2019. Fees: Total: $0.00 Buil ng Ins p 6r 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. L'' 4 — 20 l 8 New Construction: Y. Old or Pre-existing Building: (check ones) 1 Location of Property: ��Y 1 I,`7 Ay h e I'(,S neon �CJ[aV L(�1 House No. — ( Street 1 I ,, l Hamlet Owner or Owners of Property: 6(��,l , hp C lou+/ ICS I GJ Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. 2 6g2-- Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: em o Request for: Temporary Certificate Final Certificate: (check one) q P r Fee Submitted: $ "Applicant SCOTT A. RUSSELL JAMES A. RICHTER, R.A. SUPERVISOR ' u ` , ` MICHAEL M. COLLINS P.E. TOWN HALL- 53095 MAIN ROAD : `;, TOWN OF SOUTHOLD,NEW YORK 11971 Tel (631)-765-1560 > �,, � 1 Fac. (631)-765—9015 MICHAEL COLLINSa.TOWN SOUTHOLD NY US t 1 �,3 JAMIE RICHTER«,TOWN SOUTHOLD NY US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Michael Verity �3P* 58 2. Principal Building Inspector Town of Southold Re: Fishers Island Salt Barn Construction Inspection Report Michael: The Fishers Island Salt Barn has been completed. I have taken the enclosed pictures during construction and I certify that all construction meets NYS Uniform Building Code. If you have any questions regarding this report please let me know.At this time I need to apply for a C.O. on this facility. Please let me know if you need any additional information or paperwork to get the C.O. Th nk Y ames lchter �' DEC 21 2018 Interim Permit to Operate Suffolk County Department of Health Services James Tomarken, MD, MPH, MBA, MSW Commissioner Article XII Hazardous Material Storage FACILITY REFERENCE 13672 -•'SCDHS PLAN# HM17-093R1 SCHDS REGISTRATION# 10-0044 r Date of Issuance: 12/19/2018 J!, FACILITY NAME&ADDRESS: ='OWNER NAME&ADDRESS:, Fishers I' 'T Storage '.'`Town'of Soutliold•- - Whistler Ave&-Airport Road ',',;27S,Peconic-Lane Fishers Island,NY 06390; ;_ Teconic;NY,I 1;958 ,11 11 STORAGE FACILITY STORAGE FACILITY# - f "( Capacity');,_- ; CONTENTS • • (Cubic Yard),- � - 4 _go Salt The above listed Storage Facility(s),have been approved,ihspected; �gUFFCOTOWN OF SOUTHOLD BUILDING DEPARTMENT co TOWN CLERK'S OFFICE oy,• �� SOUTHOLD, NY dol,� hyo 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#: 42582 Date: 4/18/2018 Permission is hereby granted to: Town of Southold 53095 Route 25 PO BOX 1179 Southold, NY 11971 To: construct salt storage building as applied for per SCHD approval. At premises located at: Whistler Ave., Fishers Island SCTM # 473889 Sec/Block/Lot# 12.-1-18 Pursuant to application dated 4/4/2018 and approved by the Building Inspector. To expire on 10/18/2019. Fees: Total: $0.00 Building ector COMMENTS FIELD INSPECTION REPORT DATE � t4 � 6 1 FOUNDATION (1ST) , c ------------------------------------ L 'FOUNDATION (2ND) � O ROUGH FRAMING& t� PLUMBING y ' \ 0 INSULATION PER N.Y-. H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS 0 e \J z G m C � 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) 765-9502Survey Southoldtowniiy:gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form DStorm-Water Assessment Form 4 & APR m Q 2018 Contact: Approved ,M Mail to: a.l�1r` i�_ I(-C'K Disapproved a/c' Expiration ,20 TOVMOF Phon(-14 40-6 Buil5wlasfector APPLICATION FOR BUILDING PERMIT Date A f'1111: , 20 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. o OF so U T H 0(_0 (Signature of applicant orr name,if a corporation) (Mailing address of applicant) State whether applicant 's owner, essee, age<, architect, ngineer, general contractor, electrician, plumber or builder Name of owner of premises `®W ht ®I= 3O U T R OL D (As on the tax roll or latest deed) x 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: House Number, Street z,` Hamlet County Tax Map No. 1000+ Section Block Lot ( 2) Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy WO O 1D EJ) Urr 6 5T ©F- 61 r Pe&-r RanD b. Intended use and occupancy _row GH WAV VAK 1) t SA 1�'r �5AAN 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee q e , ( o..b'e paid on filing this application) 5. If dwelling, number of dwelling units .. Nr`nbeY'of dwelling nits on each floor If garage, number of cars j f 6. If business, commercial or mixed occupancy, specify nature'and 'extent of each type of use. 7. Dimensions of existing structures, if any: Front e-, 0 t, Rear Depth Z® Height, 11 �� i# " Number of Stores;a `A( 1"` t ' ° Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories , 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories, 9. -Size of lot: Front Rear 172 0 R6 Depth 10. Date of Purchase Name of Former Owner 14- A 11.,Zone or use district in which premises are situated �r'6b® CX o-r mct 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NOA 13. Will lot be re-graded? YES NO_Y__Will excess fill be removed from premises?YES NO 14.Names of Owner of premises -T,0.5 B Address Phone No. Name of Architect -.1Ar46S- R1C b4T 6(L— Address - Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland?'*YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_ 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_A_ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S: - CO Y being duly sworn, deposes and says that(s)he is the applicant (N e of indivi ual signing contract)above named, (S a is the Arr - (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of j 20j DWYER Notary Put@c NOTARY PUBLIC,STATE OF NEW YORSignature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,3C r f F - F r i + 1 r - - 1 i r :_ �.__. ��� ���'-�� !. 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I tir 'if., f. `Nkio . r ; h f � (`• `Wyt a �"► _ o. r ee , n o � val COMPLIA E WITH RESIDENTIAL COOOE OF NEYI YORK STATE LATEST EDITION ® --I 11S I s- « n COMPUANCEWIW CODE y • ° S p ®gr Y PwaTw�m nm�� �n�uyno.• DYUSNGWHOD USE DFA-DIA TER-ST--XBO LW POUNMMG WIMHR THE `L/ @@ff DESIGN MElH00 USE i'DWNETEI-VeW J'BGESTRAPOC voFOUNOATIONWLATEMFIRT FL RATEL M.SS 19 FLOOR USELL 4'.30 GA GESTRAPSQ I:AGHJONT SILLPIATE TO FIRST p pFp FLOOR WALL STUDS istFLOOR WALL gTU0STO2nd FL00R WALL9TUDS,WALL STUDS AND TOP `kxYJPLY ^GSH® PLATE TO ROOF RAFTERS AND OVER RIDG E AT EACH RAFTER OR W COLLAR TIE IN UPPER THWD OFATRC AT ICOC NAIU GSCHEDULE-MINIMUMS-AFLPAWFCM REFERENCE ASPHALTSHINGLES FOLLOW NAILING SCHEDULE 890526 MINUUM 6 FASTENERS PERSHINGLE, (NOT INCLUDING UPLIFT B HOLO DOWN CONNECTIONS 3W BUILDING FELT,NSTALLPER RSO52T(ICE SHIELD REQUIRED FOR 1st 2VASOVE STARTOF INTERIORMUL)BUWWGCODE.TABLERM12(2)WINDOWSTOMEETDP RATWOFOMMImAL DESCRIPTION-GALV.COMMON NAILS 9NAILS NAIL SPACING ,a,TlP.ovl.•r•rcu4aa.ar-..w SOUTHOLD TOWN ROOF/CEILING 6 ROOFING NAILS PER SHINGLE •orrn.,r.c-mw4,n Wvn,nnrK4a TABLE 1609.1.4 ROOFINGSTRUCTURAL 8d 6'0C EDGE,IYOC.FIELD S DBORNEDEBRIS WOOD STRUCTURAL ON FAST G ENGINEERING STRUCTURAL SHEATHING-INTERIOR ZONE Ba 6'0C EDGE,IYOC FIELD SC ULE FOR WOOD STRUCTURAL P ELS°j°" STRUCTURALSHEATHING-WPERIMETER ZONE Bd 6'OC EDGE,6'OC FIELD WINDOW/DOOR HEADERSTRAPATJACKSTUD, STE 120 mph-SHEATHING-4'PERIMETER ZONE Bd 6'OC EDGE,6'OC.FIELD SHEATHING@ FLUSH AND FLYING GABLES Bd 4.0C EDGE,4.0C FIELD ATEA CN JA CK SWC USE4•ed CONNOM - FASTENER SPACING(Me s) 120 ph-@ FLUSH AND FLYING GABLES 3-8d APER RAFTER NAILS IN PacH EMD oft•k....es.STRAP FASTENER Pan 2 Feet. 4 et. 6 Feet. RAFTER/TOP PLATE(toe nailed) 3-8d PER JOIST AND USP MP4F OR SIMPSOM STP4 PLATE AT TYPE - Panel eel Panel CEWNGJOIST/PARALLEL RAFfER(facenaded) 3.16d EACH LAP IF CJ NOT ON PLATE sru ro BANG Jour. 52 Fret Span Span Span CEILING JOIST LAP AT PARTITION(taw nailed) 3-16d EACH LAP 2F-t,,4 M 6 Feet 213. O` COLLAR TE TO RAFTER(face nailed) 2.10d PER TIE 3-1 Od REO @ 120 mph Zona ROOF RAFTERS To RAFTERS O RIDGE ®° UFF ` 2 i6 Wood BLOCKING TO RAFTER(face Rated) 2•lid EACH END 4-ea COMMON NAILS D1 EACH END - S�mws 76 72 9 `I'D' '1 RIM(fUMBORD-CEIRAFTER(end Rated) 2-16d EACH END OF1-1'.20W WRAPI6-OGOR Ov `� GYPSUM BOARD-CEILING Sd and TOC EDGE,10'O C FIELD 2a4 COLLAR TES IN UPPER 11]OF 2 i 8 Wood t v WALL ROOF 016-O L 16 16 16 12 GYPSUM BOARD-WALL Ed and TOC EDGE,IWOC FIELD SGrevrs 2 STRUCTURAL SHEATHING- Bd 6'OC EDGE,ITOC FIELD ROOF RAFrtns TO WALL scups TOP PLATE TO TOP PLATE(fare-led) 2-16d PER FOOT - /F, "SPch v 25A m,t fool a 304.0 mm,1 p ad v 0A54 kg. TOP PLATE AT INTERSECTIONS(face rated) 4,16d JOINTS-EACH SIDE 4•ea rnMMON xuLs m E.CN Exo ile per ur v 0.44 mis ,� STUD TO STUD(face Rated) 2-16d 24'OC OF1-1'X20 ea.STRAP1TO GOR isb ed ena nuud.em wind speed dgust)of130 - HEADERTOHEADER face rated 16d USP RTI.URSINPS.-Minis• an ( ) tfi'O C.ALONG EDGES d mot height of 77 foot or less. 0 TOP/BOTTOM PLATE TO STUD end nail 16d ,. xPER MANUFACTURER hat be l-fi iled at o i ds of tho we aWetuml( PER STUD AADS ng anTOP/BO7TOTE OFLOORJOI T/nestled) 2-10d PER STUD vv•mu••••umv..nMn�wMru..as.....BOTTOMPLATE TO FLOOR JOIST/RIM. 2-t6dAER FOOT STUDS TO sruDs 0 secoxD FLOOR mws am g vi b ill to masonry a h,m h Lsl 9.:, y sFLOOR M1ed uDTdng vRmtbn-mdstanlankon having a minSTRUCTURALT 80 SUBFLOOR-GLUED 8 8d 6.O C EDGE,12'O C FIELD• •ed wMMDH MAILSINEACHExo _ , 1 capacity of 490 pounds.OF 1 1-2-s- 1 ".i0 Ga BTR11P. JOIST TO SILL I PLATE I GIRDER(toe nailed) 4-Ed PER JOIST sm1LAR D ABIs exp WALLA TABLE 8301.5 BRIDGING TO JOIST aloe Rated) 2.8d EACH ENO BLOCKING TO JOIST(toe coded) 2-8d EACH END MINIMUM UNI RM LY DISTRUBUTE IVE LOADS SLOCKINGTO SILLORTOPPLATE(toe rated) 3-16d EACH BLOCK STUDS TO BOK BEAM A FGUxpwTroN LEDGER STRIP TO BEAM(face nailed) 3-Ed - - (in Inds per square ot) - EERJ IST .111.1 MMONNAMRAPOACHENp 1Iq� PROPOSED: JOIST ON LEDGER TO BEAM aloe Rated) 3-8d PER JOIST OF 1•-.20 Ga.STRAPS 16'O.C. �p SALT STORAGE BANG JOIST TO JOIST(¢rltnat0d) ' 3-16d PER JOIST WRAP UNDER SILL OR USE USP MP4F OR USE LIVE LOAD IIF.9% BAND JOIST TO SILL/PLATE aloe iwled) 2-16d p�F0p7 •-r....r..-rurz-.eLMu•,m•n.at SIAIPSON LTP4 PLATE aZ•O.C. Exterior Roofs stem 60 L 6 HIGHWAY FACILITY I-JOISTS IF APPLICABLE TO BE IN CONFORMANCE, :w.rv'^en•a "' ^a+••res••• 6I6'IWCNOft BOLTS G46.O.C.WRN Y. WITH MANUFACTURERS INSTRUCTIONS ••e••-•°••^° Trwa-.oyH..e S'SLOTTEO50UARE WASXERS. - • FISHERS ISLAND USP/SMPSON Lees 5lT. H For Sl III,ound persyuam f t o 0 791011J,laquam Inch.645 mm. r-a„•nI cP„en•ra�o,sl b 1poad s4A5N �a,u•••ru co•c-,enmvu ALL STRArRNGTO eE a. oavaaedg ge fbo ahuai wee pa of auppodinga2,W0 pound GALVAXMED 115TH GRADE]T load pplled over eq ml M1 m \\ Town Of Southold A ,oW1°.v.wmome p NWItluM.ryPlo1 h. No stora8o with o/abpe not ovar3un In 12 unNa. bb - ""-`-r+•ate-'- e. indrvldual sfai ada nha0 bo doalgnod f Sha unHomlly distrtbutod IMe bad or a 3 end.....nested load a over n ama of 4 squaw �e DRAWN. -_ •� inches,w everpmdueaaaogmateratm A. James A.Richter,RA d. A single ncentstod to applied in any di n at arty point along the to HOLD DOWN, SHEAR CONNECTION + CRITICAL LOAD PATH e. wl6D Q,nSlm�eea Ala Wppd emaa,a ahaIt he des ed m DDDemane, wi Se NB027D.1. TYPICAL WALL SECTION ALL GONNECTIDNlSWLL COMPLY WITINYSTATE BUILDING CODECNAPEERi230496 SeetbnR5022.1SordeekaOHe hedloutedorwa0s �`�" 1000 - 12 -01 - 18 Scale:NTS SCALE: AS NOTED DATE. February 24,2017 REVISED: DESCRIPTION OF MODIFICATION May 16.2017 SCDHS Comments,Notes 8 Requirements M.12... SCDHS Submission to Board of Rwim Oct 11,2011 SCDHS Board of Review Comments z.e sTUDSG1a•eo. xEW smrxae Apri116,2018 Bulldin9Pelmit Application SO,SEE 8402.2 CONCRETE MATERIALS USED TO PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE Befoul� aECTION OETPILAA APPLICABLE STANDARDS LISTED IN ACI 318 OR ASTM C 1157.REINFORCING STEELAND INSTALLATION TO BE IN GENERAL NOTES ® ` lNEET A4 CONFORMANCE WITH ACI 318.ANCHOR BOLTS TO BE IN COMFORMANCE WITH ASTM 307. MINIMUM CONCRETE COMPRESSIVE STRENGTH:4,000 PSI®28 DAYS. CONCRETE AT CRAWL SPACE FOUNDATION CONSTRUCTION NOTES: WALLS,EKTERIOR WALLS,PORCHES,STEPS AND GARAGE SLABS IS TO BE AIR ENTRAINED IN CONFORMANCE WITH 1)THE INFORNI ATION WITHIN THIS SET OF CONSTRUCTION DOCUMENT!IS RELATED TO BASIC DESIGN INTENT TYPICAL--Br• ACI 318.NORMAL SLUMP:WALLS 6,SLAB S. AND FRAMING DETAILS.THEY ARE INTENDED ASA CONSTRUCTION AID.NOT A SUBSTITUTE FOR GENERALLY BEARIMO I'LAM ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK STATE BUILDING DOCE9. R403 CONCRETE FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED NATURAL SOILS.ALL EXTERIOR FOOTINGS THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD CONS)RYCTON DETAILS AND SHALL BE PLACED AT LEAST 7'•0'MINIMUM BELOW GRADE.THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL PROCEDURE!TO ENSURE A PROFESSIONALLY FINISHED,STRUCTURA LYSOUNDANG A WEATHERPROOF COMPLETED PRODUCT. CHANGES IN ELEVATIONS AND ADJACENT SLOPE REQUIREMENTS SHALL BE IN CONFORMANCE WITH 8403. z•zz eTRUTEo PLATE ON mu SEAL. - 2) R E GENERAL L,STATE, IS RESPONSIBLE FOR ORDINANCES AN RE ULATI NI CONST HESE CODES GRADE •�- �� ���� R404.1 CONCRETE FOUNDATION WALLS SHALL BE CONSTRUCTED AS SET FORTH IN SECTION 8404 AND ACI 318. TO FEDERAL.STATE,T OF TY a Lout CODES, FOR"IS B AND REAuunOULD HE.THESE CODES ARE TO eE CONSIDERED AS PART OF THE SPECIFICATION!FOR CAIS BUILDING AND SHOULD BE ADHERED TO EVEN a ASTM JOT ORAOE e0 THREADED L ANCHOR BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN ,ITIS AT 4e•aG.Arm Nvrs AND wwsxeRS. � IF IN VIKINGS WITH THE PtJ1K ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL (Slxrspx Lars 1) AIEMSRAME ])DIMENSIONS SMALL TAKE PRECEDENT OVER SCALED DRAWINGS TDO HOT SCALE DRAWINGS]. p4APROOFINO R406.1 FOUNDATION DAMPROOFING:EXCEPT WHERE REQUIRED TO BE WATERPROOFED BY SECTION R406.182, 4)THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND g93UME9 NO 1t CoxCRETEI M4aONRY iOUNOATOR 9 FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE USEABLE SPACE LOCATED BELOW GRADE SHALL BE RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS.HON RESPONSIBILITY FOR �® DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE BY APPLYING ONE OF THE LISTED CONSTRUCTION MEANS.METHODS,TECHNIQUES.SEQUENCES.OR PROCEDURES,oB FOR SAFEr, 117I DAMPPROOFING OR WATERPROOFING MATERIALS LISTED IN SECTION R406. PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK THEREARE NO WARRANITESFORA SPECIFIC USE EXPRESSED OF IMPLIED IN THE USE OF THESE PLANS.Ul [` ®moo}• FRAMING NOTES: S)WINDLOAD REOUIRENENTSSHALL BETAKEN INTO ACCOUNT DURING CONSTRUCT1011 On SECTION DETAIL "1" 1)ALL FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT - U,.1'•T y 2)UNLESS OTIIERwISE INGSAALLFRAM STODESPAMTUTIGIN"141LTERALiOBEi24BTHEMISENGME FOUNDATION NOTES: ]I FLOORS.WALLS,CELIMGS ANO RAFTERS TO BE SPACED AT LWWDE1 ON CENTER UNLESS OTIMR U N nR. 4)UNLESS OTHERWISE N D ALL BE MNG WALL VETOERS TO BE(2)X110 i 2 BTR.DOUGLAS MM BEARING WALLHEADERS TO NAVE MINIMUM OF(Z)JACK STUDS AND TWO 1)THE GENERAL CONTRACTOR AND MASON TO REVIEW ALL PLANS,ELEVATISE FULL LENGTH STUDS ON EACH SIDE OF ALL OPENINGS LVL HEADERS AND GIRDERS TO HAVE n)JACK SW D9 ANO(2)FULL STUDS ON EACH SIDE OF OPENINGS.BEARING WALL OMS, CTION9,DETAILS ANO NOTES TO DETERMINE WINDOW SILLS SHALL ALSO HAVE R)WINDOW SILL PLATES FOR2a6 WALL OPENINGS.PROWDE FIRE STOP AND SCLm BLOCKING WHERE APPUCABtE INTENDED HEIGHT!OF FINISHED ROOKS ABCVEWM=L GRADE Nq 55)ALL FLUSH BEAMS I NEAUERS TU BE INSTALLED WIW NEILVY DUTY GALVAm2ED RANGERS AND ANCHORS WHERE APPLICABLE TO ALL COHINECTING JMM 4 GIRDERR 2)ALL FOOTINGS,T,REST ON UNDISTURBED(V ERGIM gdL(MINIMUM SOIL STRENGTH AT]000 PSE) /VfF DOUBLE ALLFLOOR JOISTS UNDER PARALLEL WALLS AND UNDER BATHTUB.FLOORS TO RAVE CERAMIC TILE MSTAL"D SHALL DE VERIFIED FOR PROPER LOAD CAPACITY. 7)PROW IS BLOCKING I DRmGING IN FLOOR JOISTS AT W4'ON CENTER.USE SOLID BLOCKING IN ROOK JOISTS UNDER ALL BEARING WALLS ])PROVIDE CONTINUOUS'DURA•GUARC EPDXY COATING AS MANUFACTURED BY DURA-FLEX.PYPICAL ON ALL a)PROVIDE INSULATION RAFFLES AT SAVE VENTS BETWEEN RAFTERS.INSTALL DRAFT BUMUNG AS NEEDED CONCRETE SLABS S WALLS WITHIN WE SALT ENCLGSVRE) 9)UNLESSOTHERWISE NOTED,ALLRUOFSANOWALLSTO RAVEA MINIMUM I2 WICK 4-PLY FIR CDR EXTERIOR GRACE FLYWCODSHEkWIN.PLYWOODTOCOVEROVERALL PLATES AND HEADERS 4)UNLESS OTHERWISE NOTED,ALL SUM ON GRACE TO BE 4,000 PSI CONCRETE.CONCRETE SMALL BE PLACED ON MINIMUM 12 10)YNLE590WERW15E NOTED,USE Y4-TRACK TSGPh FIR OR ADVANTECM PLYWOOD3UBFLOOR ADHERED WITH PL 400 ADNESWfiAND SCREWED TUFLOOR JOISTS.FINISHED INCHWILK,COMFACTEDGRAVELFlLL FLOOR TO BE INSTALLED OVER SUBFLOOR AS PER MANUFACTURE'S IRSTRUCTIONS AND SPECIFICATIONS. 11)ALL BA IROOM WALLS TO HAVE 1T'WICK MOISTURE RESISTANT GYPSUM WALLBOARD.GARAGE WALLS AND CEILINGS AND OVER FURNACE TO HAVE TWO LAYERS OF S16' 6)DAMP-PROOF EXTERIOR OF FOUNDATIGN WITH BITUMINOUS COATING AS PER NEW YORK STATE COLE A 6-MIL � WICK TYPE X GYPSUM WALLBOARD ALL OWTC ER PARTS OF BUILDING To HAVE REGULAR IGYPSUM WALLBOARD.ALL WALLS Me BE TAPED,SPACRLEO R PAINTED rMVE-MLEmE FILM SHALL BE APPLIED OVER WE BELOW GRADE PORTION OF WE EXTERIOR WAW PRIOR TO BACKFILUM, C6510021 Sea h DRAWING#: 12)ALL ROOFING SHALL BE INSTALLED WITH A N ICE S WATER SHIELD OR APPROVED EQUAL- 1.)A" QUAL1])ALL RLL PLATES AND WOOD IN CONTACT MW CONCRETE TD BE PRESSURE TREATED.BILL PLATES TO BE INSTALLED WITH A FOAM 91LL CASKET AMD COP-TEX TERMITE 61 DRAINAGE SHALL COMPLY WITH SOUTHOLD TOWN CODE CHAPTER 236 FOR STCRNWATER MANAGEMENT.(SEE SIMS P SHIELD OR APPROVED EQUAL LRAM IA SHEET 1. Z OF _I COMPLIANCE WITH RESIDENTIAL COODE OF NEW YORK STATE LATEST EDITION a u.•:u1,.... COMPLIANCE WITH CODE Aar-ar Aoonw-Nr»ronuneva BY USW G W F GM WOOD FRAME CONSTRUCTION MANUAL 1995 EDITION USING PRE.SMPTNE lmaurtns-Sara.-w Tau, DESIGNLTMOD USE}'DNNETERxf7-'l BOLT@VOZ Me FOUNDATONWITHYx4•x1? BP PLAT=OVERSILPLATE USE I-W,MGAGESTAI FJ,DIJOWT-SILLRATE TOFIRST FLOOR WALLSTID5,19 FLOOR WALLSTUDS T02,d FLOOR WALL STUDS.WALLSIUD9AND lDP PLATE TO ROOF RAFTERS AND OVER RIDGE AT EACH RAFTER OR W COLLAR TE W UPPER THIRD OFATTICAT tVOC NAIUN0 SCHEDULE-MINIMUMS-AF&PAWFCM REFERENCE ASPHALTS HINGLESFOLLOWWUNGSMMLIEMMIAMPJAIUM6FMMNFJLI S"GE. (NOT INCLUDING UPLIFT&HOLD DOWN CONNECTIONS 30s BUILDING FELT,INSTALL PER PSr627(ICE SHIELD REOWRED FOR 1s124'AB VE STARTOF INTERIORWALL)BUILDWGCODE-TA8LER3012(2)WINDOwSTOMEETDP RATNGOF40MWIMUM 0 DESCRIPTION•GALV.COMMON NAILS ANAILS RAIL SPACING ,.aT».wX.arucuns.•nu»w SOUTHOLD TOWN ROOFICEILING 6 ROOFING NAILS PER SHINGLE aa,m.m,rev,-aonwvn•ar.nrs TABLE 1609.'IA ROOFING SHINGLES ed 6-OC EDGE,IYOC FIELD WINDBORNE DEBRIS PROTECTION FASTENING STRUCTURAL SHEATHING-IN TERIOR70NE 8d 6"0C EDGE,tYOC FIELD SCHEDULE FOR WOOD STRUCTURAL PANELS•'ap ENGINEERING STRUCTURAL SHEATHING-4'PERIMETER ZONE Bd 6'0C EDGE,6'0C.FIELD wUx 0-I DOOR HEADER SrFAPATJAM stun: 120 mph-SHEATHING-4'PEFIIMETER ZONE 8d 6'0C EDGE,6'0C FIELD SH FASTENER FLUSH AND FLYING GABLES 8d 4'0C EDGE,4'0C FIELD Ai ELG JACK STUD Use4•ea COMNOM FASTENER SPACING(inched) 12D mph.@ FLUSH AND FLYING GABLES 3-81 PER RAFTER NAILS INEACII END OF t-1-12e Da ers- FASTENER panel 2 Feet. 4 Feet. 6 Feet! RAFTER/TOP PLATE(toe..led) 3.8d PER JOIST AND USP MP4F OR SIMPSON STP4 PLATE AT TYPE Panel Panel Panel CEILING JOIST/PARALLEL RAFTER(face nailed) 3-1601 EACH LAP CJ NOT ON PLATE 52 Feel Span Span Span snLro eAxD mar. C RUNG JOIST LAP AT PARTITION(tam raged) 3-1601 EACH LAP a 2 Fcet _6 Feet .B Feel COLLAR TIE TO RAFTER(face naged) 2.10d PER TIE 3.104 REO @ 120 mph Zme ROOF RAFTERS ill MF}ER9 B RmGE O�� BLOCKING TO RAFTER face raged) 2.8d EACH END - _ 2 3 B 6 Wood UFF ( 4-e4 COMMON Gs. R IN EAM ENO Farew. 16 16 12 9 ``a- RIM(Arida)TO RAFTER(G nailed) 2.1601 EACH END 2 COLLA 0 IE S t U P ER 0-of Ov n GYPSUM BOARD-CEILING Sd and T O C.EDGE,10.0 C FIELD 214 COLLAR TES IM UPPER y OF 2 B 8 Wood [ v WALL' ROOF 816.0.0 Screws 16 16 16 12 ^� - GYPS UMBOARD-WALL 54 and T'O G EDGE,10.0 C FIELD A STRUCTURAL SHEATHING- 801 TOP PLATE TO TOP PLATE face-Bad 2-1601 6'O C EDGE,1Y O C FIELD ROOF RAFTER.TO WALL.OLID. For 51. 1 Inch. ( ) PER FOOT 25A mm,1 foal 0 384.6 mm,1 pound u OASq kg. TOPPLATE AT INTERSECTIONS(face caRea) 4-1601 JOINTS-EACH SIDE 4-B4 COtlMOM NAIL9IN PACH END 1m0c per homa0A4 mla. , STUD TO STUD(tam relied) 2-16d ZV O C of 1.1-120 Gi STRAP le-MM OR - _ a.This tabto is based on a maximum wind speed(3-sacond gust)of 130 V/ m U.1-Is ORSWPSOM LTan• m h and mean realA HEADER TOHEADER(Tam raged) 161 1COC ALONG EDGES p tape of 33fact ng end. -0 NAILS PER MANUFACTURER - TOP/BOTTOM PLATE TO STUD(end haled) 16tl PER STUD b. Faslerwn shall be Installed at opposing ends ct the wood structural TOP/BOTTOM TE oFLOATE OJOISleenaled) 2-161 PER FOOD ••.nmw..•-m-amMrna,mawema, Whero.mews are attached to......y or mason /t th STED FLOOR:BOTTOM PLATE TO FLOOR JOIST/RIM. 2-1601 PER FOOT STUDS to aruos DSECaNO Noon a be attached udlIfeg wbratton•mslstant anehon having a minimum aD STRUCTURAL T&G SUBFLOOR-GLUED& Bd 6'0 C EDGE,IT O C.FIELD• 4-ed co saw.HAIU IN EACH EH. _ withdrawal capacity of 490 Pounds. _ DF 1.1.120 Ga.STRAP. JOIST TO SILL/PLATE/GIRDER(toe haled) 4-Bd PER JOIST 9IMILARDGBLL ENO WAu% TABLE 1130'1.5 BRIDGING TO JOIST[Ioe raged) 2.8d EACH ENO BLOCKINGTOJOIsr(toenaged) 2-ed EACH END MINIMUM UNIFORMLY DISTRUBUTED LIVE LOADS BLOCKING TO SILL OR TOP PLATE(be caged) 3-1601 EACH BLOCK .Taos ill BOK SEAM s.FO....--. LEDGER STRIP TO-BEAM(face naR4CO ed) 3-16d EACH JOIST 4•eIG10MNMLSIMELCHEND - (In poynds per square foot) PROPOSED: JOIST ON LEDGER TO BEAM(toe naled) 3.8d PER JOIST OF 1-1' BANDJOISTTO JOIST(enfaded) 3-16d PER JOIST WRAP UNDER MW RUSEUSP MPUF OR - USE LIVE LOAD SALT`STORAGE BAND JOIST TO SILL/PLATE(toe rwled) 2-1601 AER FOOT :-,•.......arM.ra,.•a M..•.®m•mx slMPsoN LTP4 Pure sr oc Exterior Roof System ED HIGHWAY FACILITY I-JOISTS IFAPPLICABLE TO BE IN CONFORMANCE • b - •„a•»r meA sM,Nn�•A a18•AMMURBOLTSd4-se'l11S1 WITH MANUFACTURERS INSTRUCTIONS "IDIS""'`"'"'v"�'T--a'°Y»”` V SLCTT6o SQUARE WASHERS• - - USPaIMPSOM LOPS SIe'. . , For SI. 1 pound per equaro foo!a 0.0479 kNIJ,,square Inch a 645 mm= FISHERS I S LAN D '• °°°^"'a'-ert'u'-'^a' G 1 pound v 4A5 N .,.v mr1 ca�,a„vam ALL3TRAPPDIG TO BEa. Elevated garage Bn ooshall be Capable o/supporting 0 cacao rg Q 2,00 pound IZ 20 GALVANED ASTM GrADE as leadctoraged werafslopere Ove area. Town of Southold F �--0'-•O'®tl"� MWINUN.ryWW b. No stongo with real slope not evor3 units In 12 unite. mw rs.ao,-.sa e. Individual stair treads shag be designed lar the unlf my distributed Ove bad or a 30GIwund concentrated load acting ever an area of 4 square �L Inche;whichever produces the greateretressea. DRAWN. James A.Richter,RA d. A single concentrated bad applied In any direction at any point along the lop. HOLD DOWN, SHEAR CONNECTION + CRITICAL LOAD PATH e. Attlee constructed with wood tissues she"be designed 1,acaardanee STN F TYPICAL WALL SECTION w""SefontH03-10.11000 - 12 -01 - 18 ALL CONNECTIONS 3iNLL COMPLY WITH MY STATE BUILDING CODE CNAPEER a 2]04911 1. See Section 8502.21 ler decks attached to exterior walls. ' Seale:NTS - � , SCALE: AS NOTED DATE` February 24,2017 REVISED: I DESCRIPTION OF MOOLRCATION May 16,2017 SCDHS Comments,Notes&Requirements May 26,2017 SCDHS Submission to Board of Review Oct.11,2017 SCDHS Board Of Review Conneaut. - xxesluos0le-oe. N-in...OA April 16,2018 Building Permit Application aEe 11402aDo1w.D 2 CONCRETE MATERIALS USED TO PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE .-BY ETA%Aa APPLICABLE STANDARDS LISTED IH ACI 318 OR ASTM C 1157.REINFORCING STEELAND INSTALLATION TO BE IN GENERAL NOTES ® L axEer ace CONFORMANCE WITH ACI 318.ANCHOR BOLTS TO BE IN COMFORMANCE WITH ASTM 307. MINIMUM CONCRETE COMPRESSIVE STRENGTH:4,000 PSI O 28 DAYS. CONCRETE AT CRAWL SPACE FOUNDATION CONSTRUCTION NOTES: WALLS,EXTERIOR WALLS,PORCHES,STEPS AND GARAGE SLABS IS TO BE AIR ENTRAINED IN CONFORMANCE WITH nrlesl•'RP' 1)TME INFORMATION WITHIN THIS SET OF CONSTRUCTION MOMENTS IS RELATED TO BASIC DESIGN INTENT BPARINO PLATE ACI 31 B.NORMAL SLUMP:WALLS 8,SLAB S. ANO FRAMI GOOD BUIL THEY AC ICE AND COMPLIANCE A CR CE WITH ON MD,NOTA SUBSTITUTE FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK STATE BmtDING DOLES, R403 CONCRETE FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED NATURAL SOILS.ALL EXTERIOR FOOTINGS THE GENERAL COMTMACTOR 13 RESPONSIBLE FOR PROVIDING STANDARD COMSTRUCTOM DUMLS ANO SHALL BE PLACED AT LEAST 3'-0'MINIMUM BELOW GRADE.THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL CO PLEUEE3 TO ENSURE A PROFESSIONALLY FINISHED,STRYCNIULLY SOUNDI ANDA WEATHERPROOF COMPLETED PRODUCT. CHANGES IN ELEVATIONS AND ADJACENT SLOPE REQUIREMENTS SHALL BE IN CONFORMANCE WITH 11403. :•z s e TREATED PIAtE oN SIu 5c•I 2)THE GENERAL L,S CONTRACTOR IS RESPONSIBLE FOR ENSURIN ES AND LL WORK AM CONSTRUCTION THESE C MEETS GRADE R404.1 CONCRETE FOUNDATION WALLS SHALL BE CONSTRUCTED AS SET FORTH IN SECTION R404 AND ACI 318. clmReJ1'FEDERAL,srAT4 eQUNTr a LOCAL eoDE%OfiDINANCEW AND REcuunoN%era TH6sE cOOES ARE As,M2o,ORADEm THREADEDLAMmtOR (� TO BE CONSIDERED AS PART OF WE SPECIFICATONS FOR THIS BWMING ANO SIQULD BE A MX W W EVEN BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN IF IN VARULNCE WFITI THE PLAN. BOLTS AT 4T OC.W1111 NUTS AMD vuasuoasB - e ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL RlNrs..Lops 1) MEMBRANE - 3)DIMENSIONS SMALL TARE PRECEDENT OVER SCALED DRAWINGS.LDO MOT SCALE OMMNGSi. oAWROOFWO A R406.1 FOUNDATION DAMPROOFINM EXCEPT WHERE REQUIRED TO BE WATERPROOFED BY SECTION 11406.1&2, 1r coxcRETe/NASOMLY roYlmAnaN. 4r`� �ePy FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE USEABLE SPACE LOCATED BELOW GRADE SHALL BE 4)TNS DESIGNER HAS HOT BEEN ENGAGED FOR CONSTRUCTIN QSUPERVISION AND ASSUMES No aF m'O RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS,NOR RESPONSIBILITY FOR DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE BY APPLYING ONE OF THE LISTED CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCE%OR PROCEDURES,OR FOR SAFETY I DAMPPROOFING OR WATERPROOFING MATERIALS LISTED IN SECTION R40S. PRECAUTIONS AND PROGRAMS IN CONNECTION WDN THE WORK.THEREARE Ho WARDIUNTIM FORA SPECHIC 1, USE EKPRESSED OF IMPLIED IN THE USE OF THESE PLANS. SECTION MPf�+U FRAMING NOTES: S)WINOLOAD REQUIREMENTS SHALL 00TAKEN IWOACCOUNT DURING CONSTRUCTwIL SECTION DETAIL "'I 1)ALL FRAMING TECHNDQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SD.0 MGM WINO EDITION WOOD FRAMING coos RUCTION sUUMAL Seal»12'•V., 2)UNIT.ESSOTHERWISENOTED.ALLFRAWNOANDSTRUCTURALWOODYATERWLTOB602.BTIM.D000LASFIR. FOUNDATION NOTES: �, �• ®��� 3)FLOOR%WALLS,CEILINGS AND RAFTERS TO BE SPACm AT IS WCMES ON CENTER UNLESS OTIERW ISE NOTED. 4)UNLESS OTHERWISE NOTED.ALL BEARING WALL HEADERS TO DE(2)2x10 t 2 BTR.DOUGLAS FIR.BEARING WALL HEADERS TO HAVE MINIMUM OF(2)JACK STUDS AND TWO 1)THE GENERAL CONTRACTOR AND MASON TO REVIEW ALL PLANS.ELEVATIONS,FULL LEMYM STUDS ON EACH SIDE OF ALL OPENING%LVL HEADERS AND GIRDERS TD HAVE(3)JACK STUDS ANO(2)FULL SIUDS ON EACH SIDE OF OPENINGS READING WALL ONS'SECTI 'DETAILS AND MOTES TO OETERYNNE WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR he WALL OPENINGS.PROVIDE FIRE STOP AND SOLID BLGCKIMG WHERE APPLICABLE INTENDED IMPORTS OF FINISHED FLOORS ABOVE TYPICAL GRAOE ®� 5)ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH NEAW OIRY GALVANIZED HANGERS AIG ANCHORS INHERE APPLICABLE TO ALL COKI4ECTN0 JOISTS&GIRDERS 2)ALL FOOTINGS TD REST ON VNDISNRBED(VERDIN)SOIL(MORMON SOIL STREN(TIAT%Om PSF) e)DOUBLE ALL FLOOR JOISTS UNDER PARALLEL WALLS AND UNDER DAMMUS.MOORS TO HAVE CERAMIC TLE INSTALLED SMALL BE VERIFIED FOR PROPER LOAD CAPACITY. 7)PROW DE BLOCMNG 1 BRIDGING IN MOOR JOISTS AT 541'ON CENTER USE WUD BLOCKING IN MOOR JOISTS UNDER ALL DF MNG WAr,e 8)PROVIDE INSULATION RAFFLES AT EAVE VENTS BETWEEN RAFTER%INSTALL DRAFT BLOCKING AS NEEDED. 3)PROVIDE CONTINUOUS TUR#•GUARD'EPDXY COATING AS MANUFACTURED A-P BY DUREEK.(TYPICAL ON ALL 9)UNLESS OTHERWISE NOTED.ALL ROOFS AND WALLS TO HAVE A MINIMUM 12'WICK,4.PLY FIR COX EXTERIOR GRADE PLYWOOD SXEATMNG FLYW DOD TO COVER OVEFI ALL CONCRETE SLABS&WALL3 WITHIN THE MIT ENCLOSURE.) PLATES ANO O OTHERWISE 4)UNLESS OTHERWISE NOTE%ALL SLABS ON GRADE TD BE 4,BOO pal CONCRETE CONCRETE SHALL BE PUKED ON MUONUM 12 10)YR M BE NSTAL SE NOTED,USE 31P TACKTAG PTS1ER MAND FIR CTURE'VANRECM PLTWOOD SVBFLOOR IONM. D WITH PL 400 ADM61VE AND SCREWED TO FLOOR JOISTS FlMSNED INCH TRIM COMPACTED GRAVEL FILL FLOOR TO BE IX9TALLED OVER SYBMOOR AS PER MANUFACNRE3 IIl1TRYCTIONe AND SPECIFlGTIOX% 11)ALL BATHROOM WALLS TO HAVE 12'THICK MOISTURE 41ESISTANT GYPSBM WALLBOARD.GARAGE WALLS AND CEILINGS ANG OVER FURNACE TD Mm TWO LAYERS OF 6(5• B)DAMP-PROOF E1IT¢RIDIL OF FOUNDATION WITH BITUMINOUS COATING AS PER NEW YORK STATE CODE A6-MIL _ THICK TYPE-R GYPSUM WALLBOARD.ALL OTHER PARTS OF BUILDING TO HAVE REGULAR IW GYPSUM WALLBOARD.ALL WALLS TO BE TAPED,SPACKLED&PAINTED. POLYETHYLENE FILM SHALL BE'APPUED OVER WE BELOW GRADE PORTON OF THE EXTERIOR WALLS PRIOR TO BACIORMING OI FIOD3I SGL' DRAWING& 12)ALL ROOFING SHALL BE INSTALLED WITH A N ICE A WATER SHIELD OR APPROVED EQUAL 13)ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TQ BE PRESSURE TREATED.SGL PLATES TO BE INSTALLED WITH A FOAM SILL CASKET ANO COPJt-TEL(YERMnE 6)DRAINAGE SHALL COMPLY WITH SOUTHOLD TOWN CODE CHAPTER 236 FOR ST(1RMWATER MANAGEMENT,(SEE SITE PIAN) SHIELD OR APPROVED EQUAL - 2> = SHEET 1 1 OF _A COMPLIANCE WITH RESIDENTIAL COODE OF NEW YORK STATE LATEST EDITION I l COMPLIANCE WITH CODE .•.w.a•mnw-are,rtLnun•.0 BYUSN W FC.M WOOD FRAME CONBTRUCTIM MANUAL 19M EDITION WNG PRESCRIPTIVE •urtr•• arae DESIGNMETHOO UM i-DMLMTER,tY-'J•BOLTOV? O.0 W,FOINMTIMWRH4',Vx. wm .• varuw BP M&MOVERSILLPLATE USEI- X20GAGESWkPSQ F I>IJ W.SILLPLATETDFIRST FLO RWALLST.IDS IMF MWALL ST02nd FLOORWALLSNDS,WALLSTUDSMOMP PLATE TO ROOF RAFTERS AND OVER MOGE AT EACH RAFTER OR 2,6 COLLAR TE W UPPER THIRD OFATRC AT IVO G NAILING SCHEDULE-MINIMUMS-AF&PA WFCM REFERENCE ASPHALTSHWGLESFOLLOWNAILNGSCHEDLLER90 MNa 6FASTENERSPERSiWCLF- ' (NOT INCLUDING UPLIFT&HOLD DOWN CONNECTIONS 30F WW NG FELT.NLL STAPE .HE R IMOSM7(ICE REQUIRED FOR IN WASOVE STARTOF INTERIORWALL)BUIMWGMDE-TABLER3012(2)WNDOWSTOMEETOP RATNGOF40M MM. DESCRIPTION-GALV COMMON NAILS 9NAILS NAILSPACING _ _ ROOF/GELLING 6 ROOFINGNAILSPERSHINGLE •a.raw,mmwam••,.,wR.a�"--' _ TABLE 1609.1A SOUTHOLD TOWN ROOFING SHINGLES ed 6'0C EDGE,12'0C FIELD WINDBORNE DEBRIS PROTECTION FASTENING STRUCTURAL SHEATHING-INTERIOR ZONE 8d 6'OC EDGE,12'0C FIELD SCHEDULE FOR WOOD STRUCTURAL PANELS•'"'° ENGINEERING STRUCTURAL SHEATHING-4'PERIMETER ZONE 84 6'OC EDGE,6'OC FIELD WINDOW lD000.READER STRAP AT JACK SNm 120 mph-SHEATHING-W PERIMETER ZONE 8d 6.O.0 EDGE,6 O C FIELD FASTENER SPACING(Inches) SHEATHING @ FLUSH AND FLYING GABLES Bd 4.O C EDGE,4.O C FIELD M EACH JACK sruO USE 4•ed COMMON 120mph.@FLUSHAND FLYING GABLES 3-8d PER RAFTER NAILS IN EACH ENO OF t-1'.200.STRAP FASTENER Panel 2Feat. 4-1v 6-2 RAFTERITOP PLATE(Ioenalled) 3 B PER JOIST ANDUSP Is—OR SMPSON STP4 MATEAT TYPE SSIM TOpan Pan Dl Panel Panty CEILING JOIST/PARALLEL RAFTER(face..led) 3-1Gd EACH LAPIFCJ NOTONPLATE 12F—t �''^ Span Spay D JO CEILING JOIST LAP AT PARTITION(face retied) 3-16d EACH IAP 32Fast wGreet 5Feet COLLAR TIE TO RAFTER(face reled) 2-70d PER TE 3.7Od REO @ 120 mph Zme ROOF RAPTERs TO RAFTERS Q Rmoe ( _ - 8; r 6 wood $UFFO(!f STED BLOCKING TO RAFTER feed nal 2-8d EACH END 4•ed COMMON xAtLS IN Merl EMo SQn>wa 16 76 12 g RIM(fUMBO RD-CEILI(end Baled) Ed cad EACH END oF1- s206..BTMP11 eRIMOF0. Ov00 GYPSUM BOARD-CEILING 6d mol TOC EDGE,10.0C FIELD era coWanE.IN UPPER IA OF ROOFQ IT O.L 2;rawaea �.� G WCL' - - - S_ 18 16 16 12 - GYPSUMBOARD-WALL SO mol 7'0C EDGE,ISOC.FIELD STRUCTURAL SHEATHING- 8d 6'O G EDGE,12'O C FIELD ROOF METERS TO WALL STUDS Top PLATE TO TOP PLATE(face nailed) 2,16d PER FOOT For St. 7 Inch v 25A mm,t foot w 304.1 mm,1 pound a OAS4 kg. TOP PLATE AT INTERSECTIONSIts-Baled) 4-t6dJOINTS-EACH SIDE 4-Bd COMMON KULS IH EACH END l moa per hour v OA4 Ms. STUD TO STUD(face reled) 2-lad 24.00 OF -J-a129a.This table In based on ama.lem.wind Spend(3-second gust)of 130 HEADER TO HEADER face naled 1Ed 1fi OC ALONG EDGES usv anooa slMPsoN LTStd- mph and mean mot height Of 33 fact or less. 0 C ( )d MARS PER MANUFACTURER b. Faslenora shall be Installed at opposing da C TOP/BOTTOM PLATE TO STUD(and nailed) 16d PER STUD ppoa g en of the wood st vieRal TOP/BOTTOMPLATETOSTUD(t6analed) 2-lDd PER STUD - ••w•w"""""'Xp1O'a urn-mu.•wz...t. panel BOT70M PLATE TO FLOOR JOIST/MM. 2-16d PERFOOT .NDS To area.Ga.-..FLOOR c. Whemsc.awsamaltaehedtoma,,,y,rmasonWslaeco,Ihey,haU �0� FLOOR be attached utflWng vlbratbnr fiIh it anchors having a minlafum STRUCTURAL T 6 0 SUBFLOOR-GLUED& Ed 6—OC EDGE,7T O C.FIELD• OF Bd I-,20 G MAILS IN RAtl1 ENo _ withdrawal capacity of 490 pounds. oft•1'azo..STRAP. JOIST TO SILL/PLATE(tee (lad reled) 2-Bd PER JOIST SIMILAR o RABLE END wALLx TABLE 11301.5 BRIDGING TO JOIST(Lae Baled) 2-Bd EACH ENO - BIACKINGTOJOIST(loeragad) 2 S EACH END MINIMUM UNIFORMLY DISTRUBUTED LIVE LOADS BLOCKING TO SILL OR TOP PLATE(me Mled) 3-16d EACH BLOCK STUDS TO BOX BEAM&FOU-­ 1h _ ID G nils 0f - LEDGER IP TOB M(facenaledt 3-t6d ( p y p square - STIR FA EACH 4-B4COBMtOMN TRAP RACNExD PROPOSED: _ IIA DJ IST TOJRTOBEAM(loereled) 3-Bd PER JOIST OFt•1'DIER SSTR USBUSPN USE LIVELOAO SALT STORAGE BAND JOIST TO JOIST(en(raled) 3-16d pERJOIST WRAF uxoeR slLLroR use usP MPw OR BAND JOIST TO SILL/PLATE(me Baled) 2-16d PERFOOT •-•••.•..+wr..nww.r...,a-,..m sMPSON tTy4 Puie ar os. EXteFior RooyS Stem 60 HIGHWAY FACILITY I-JOISTS IFAPPUCABLE TO BE IN CONFORMANCE ��^'•n�•M•.-^^••�`•"^'-^�•*�^c`^• 5a'AHcx^R BaLrs 04R•o.e.wlTH s'a - - WITHMANUFACTURERSINSTRUCTIONS - .••w wav".'T...a.wPn.,• rsl.orreD squARe wAsxERs• USPRMPS..LBP.SIS. . w For SI: 7 pound Per squaw foot w 0D479 kW.I,1,q..re Inch w 645 mm= FISHERS I S LAN D r rn,c�-e,T,a�a.v h 1 pound v 4A5 N ALL.TRAPPMG To Be a. Elevated garage f oem shall be Capable of Bupp ni ng a 2,000 pound eu vAN¢® __A_33 load applied over D 20 squaw Inch ame. 'e'u„•°u.-r"m�• MUUMUM.Typ1o1 b. He stmago with roof slope not over 3 units In 12 nnW. Town Of Southold C. Indh Ideal stair treads shall be designed for the unHmmy dlshibutad Ova bad or a 3001•ound concentrated load acting mmr an oma of 4 squaw w L d. AE.singbeoinckentrateabadappliedinanydl�elionatanypointaloBg DRAWN. James A.Richter,RA the top. HOLD DOWN, $HEAR CONNECTION + CRITICAL LOAD PATH a. AMes eaMwaeee wIM wee!wssas shall be designee In aeeerdanr ��, we 6eARnn590.211.,. 1000 - 12 -01 - 18 TYPICAL WALL SECTION ALL CONNECTION!SHALL COMPLY WITH MY STATE BUILDING CODE CHAFFER r 230gSJf I. See Seelbn 11502.2-1 for deckm elfaelwd to eatedorwaRs Scale:NTS SCALE: AS NOTED DATE. February 24,2017 REVISED I DESCRIPTION OF Mo01FICATION May 16,2017I SCDHS CommonL%Notes&Requlmments - May 2Q 2017 SCDHS Submission to Board of Review Oct.11,2017 SCDHS Board of Review Comments tae SNDSalwo- NEM WOM0A A1111 W,2018 Building Permit Applicatlo S."T'S.C.SEE R402.2 CONCRETE MATERIALS USED TO PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE L SeCTION DETAIL AA APPLICABLE STANDARDS LISTED IN ACI 318 OR ASTM C 1157.REINFORCING STEEL AND INSTALLATION TO BE IN GENERAL NOTES ® .MEET A•1 CONFORMANCE WITH ACI 318.ANCHOR BOLTS TO BE IN COMFORMANCE WITH ASTM 307. MINIMUM CONCRETE COMPRESSIVE STRENGTH:4,000 PSI®28 DAYS.CONCRETE AT CRAWL SPACE FOUNDATION CONSTRUCTION NOTES: WALLS,EXTERIOR WALLS,PORCHES,STEPS AND GARAGE SLABS IS TO BE AIR ENTRAINED IN CONFORMANCE WITH 1)THE INFORMATION WITHIN TMS SET OF CONSTRUCTION DOCYMENf915 RELATED TO BASIC DESIGN INfQT -'e"'-7r ACI 318.NORMAL SLUMP:WALLS 6,SLAB S S. ANO FRAMING DETAILTHET ARE DITENDED ASACONSTRUCTIM AID,NOT A SUBSTITUTE FOR GENERALLY BrAMxO PLAN ACCEPTED 0 C BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK STATE BUDDING DOCE1. R403 CONCRETE FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED NATURAL SOILS.ALL EXTERIOR FOOTINGS- TILE GENERAL CONTRACTOR 19 RESPONSIBLE FOR PROVIDING STANDARD CONSTRUCTION DETAILS ANO PROCEDURES M ENSURE A PROFESSIONALLY FINISHED,STRUCTURALLY BOOM AND A WEATHERPROOF - —- SHALL BE PLACED AT LEAST 3'•0•MINIMUM BELOW GRADE.THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL COMPLETED PRODUCT. CHANGES IN ELEVATIONS AND ADJACENT SLOPE REQUIREMENTS SHALL BE IN CONFORMANCE WITH 8403. r 2)WE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSUMMGTM7ALLWORKAND CONSTRUCnGM MEETS S•2 YBRIEIITEO RpiE OX SILL S[AL GRADE R404.1 CONCRETE FOUNDATION WALLS SHALL BE CONSTRUCTED AS SET FORTH IN SECTION R404 AND ACI 318. CURRENTCO SIPMMSTATE.00 FN a LOCAL CODES,ORDINANCES AND REGULATIONS,Pea. HM CODES ARE - �p BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN TOB CONlIDLIEED AS PART OF THE SPECIFICATIONS FOR T•OS BmIDINO ANO SHOUL06E ADHERED TO EYEN B ASRA AT ".Em TsurnsA L ASHER - IF W VARIANCE WI1H THE PIAN. OLT9 AT qs'O.C.XRM NYTS AND WASM0IA ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL ISHAPSON LDPs 1) 3)OM104IONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS I00 NOT SCALE DRAWINGS} DANPROONIO - F p R406.1 FOUNDATION DAMPROOFING:EXCEPT WHERE REQUIRED TO BE WATERPROOFED BY SECTION 11406.1&2, 0)THE DESIGNER HAS NOT BEEN ENGAGED FOR COHSTRUCTIOII SUPERVISION AND ASSUMES NO tS CON--I MAS IMRT IOUNOAROS ` b� FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE USEABLE SPACE LOCATED BELOW GRADE SHALL BE RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS,NOR RESPONSIBILITY FOR a DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE BY APPLYING ONE OF THE LISTED CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,OR PROCEDURV%OR FOR SAFETY l� DAMPPR0 PING OR WATERPROOFING MATERIALS LISTED IN SECTION R406. PREC111T10"Arm PROGRAMS IN COHMMON WIT"THE WORK.THEREARE HO WARRANTIES FORA SPECIFIC USE EXPRESSED OF IMPLIED IN THE USE OF THESE PLANS �` (� 5)WIMLOADREQUIREMENTS SHALL BETAKEN INTO ACCOUNT DURING CONSTRUCTION. SECTION DETAIL "'I FRAMING NOTES: 1)ALL FRAMING TECMMgUES ANO METHODS AS►RESMIPi1VE DESIGN OF CURRENT SD.0 HIGH WIND MMOM WOOD FRANUIG CONSTRUCTION AIANVAL Srnbr 1?v 1'•O' 2)UNLESS OTNE ME NOTED.ALL FRAMING AHm STRUCTURAL WOOD Mq AL M BE r 2 4 BTR DOLJGLA.TIS FOUNDATION NOTES: o� -°d• � o��� 31 FLOORS.WALLS,COUNW ANO METERS TO BE SPACED AT 16 MI MON CENTER UMWS OTHERWISE NOTED. 4)UNLESS OTHERWISE NOTED.ALL BMMMD WALL HEADERS TO BE(2)2.71 B 2 BTR DOUGLAS FIR.BEAWING WALL HRADER9 TO RAVE MININYM OF(2)JACK SND.ANO TIRO 1)THE GENERAL CONTRACTOR AND MASON TO REVIEW ALL PLANS.ELLVARON9,SECTIONS.rETA1LSANO NOTES TO DETERMINE FULL LENGTH STOD9 ON EACH SIDE OP ALLW SIM S LVLFOR 2xE ANO GIRDER.. RAVE P)JACK OP A AND(2)FULL.NUS ON EACH SME OF OPENINGS.BEARING WALL INTENDED HEIGHTS OF FINISHED FLOORS ABOVE TYPICAL GRADE eq p{ 5)A F USH SNALLALSD HAVE RI WINDOW SILL PLATES FOR 258 WALL OPENINGS.PROVIDE NGERSAFIRESTOPANOSOLUIBLOCMNG WHERE APPLICABLE 6)ALLFLUSHB MOM JOISTS 9DREINSTALLED WITH Auto FLHANGERSAND ANCHORSWHEREAPPLICABLETOALLCOIED FOR PJOISTSRGIRBERS 2)ALLFMnNWTOREELONUNOISWRBED(VMGItg��MLPUMMIINSNLSTRENGMAT3pWMFa r 6)DOUBLE ALL FLOOR JOISTS UNDER PARALLEL WALLS AMO UNDER RAT USE FL001L1 C HAVE CERAMIC TILE INSTALLED SMALL M VERIFIED FOR PROPER LOAD CAPACITY. T)PROW DE BLOCKING f DR"MS ATFLOOR JOISTS AT M ON CFIiTER USE SOLID BLOCKING IN BOOR JOISTS UNDER ALL BEAMNG WALLS 3)PROVIDE CONTINUOUS MUR#-0UARG'EPDXY COATING AS MANUFACTURED BY DURJIFLEX. 9)PROWS MSUTATION RAFFLES AT EAVE VENTS BETWEEN RAFTERS INSTALL DRAFT BLOCMNI C NEEDED TYPICAL ON ALL 9)VNLlS9 OTHERWISE NOTED,ALL ROOFS AND WALLSMMV6AMIMNUM I2'THICK.q•PLT FIR COX EXTERIOR GRADE/LYWOOB SNFATHW0.PLYWOOD TO COVEROVER ALL CONCRETE SLABS&WALLS WITHIN THE SALT ENCLOSURE) PLATES AND HEADERS q)UNLESS OTHERWISE HOTED,ALL SLAW ON GRADE TO BE 4.000 W I CONCRETE.CONCRETE SMALL BE PLACED ON MINIMUM 12 1D)UNLESS OTHERWISE NOTED,USE WC THICK TAG PTS FM OR ADVANTECH PLYWOOD SUBFLOOR ADHERED WITH M 100 ADHESIVE AND SCREWED TO FLOOR JOISTS FINISHED INCH THICK,THERWICOMPACTEN'TE"GRAVEL FLOOR TO SE INSTALLED OVER SMMOOR AS►ER MANUFACTURE'S LHSTRUCTIOM.AND SPECIE n0MS. 11)ALL RAW DOM WALLS TO HAVE 711'THICK MOISTU 41ESISTANT GYPSUM WALLBOARD,GARAGE WALLS AND CEILINGS AND OVER FURNACE TO HAVE TWO LAYER.OF Sar S)DAMP.PROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATIHO AS PER NEW YORK.TATE COOS A 6-MIL THICK WpE-X GYPSUM WALLBOARD.ALL OTHER PARTS OF BUl—I TO NAVE REGULAR 111'GYPSDM WALLBOARD.ALL WALLS TO BE TAPED.SPACKLED 6 PAINTED. pOI,YETIYLENE FILM SHALL BE APPLIED OVER TME BELOW GRADE PORTION OF THE ENTENIOR WALLS PRIOR TO RAelE1WHS Professional Seal• DRAWING H: ' 12)ALL ROOFIM0 SHALL DE IMIALLM WIM A N ICE B WATER SHIELD OR APPROVED EQUAL. I 13)ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE M BE PRESSURE MR TED.SILL PLATES W BE IrIttA WRN A FOAM SILL WSKET AND COPT TEX TERMITE 6)DRAINAGE SHALL COMPLY WrtH SOUTHOLD TOWN CODE CHAPTER 236 FOR STORMWATER MANAGEMENT.(SEE SITE PLAN) SHIELD OR APPROVED EQUAL A=2 SHEET/. Z OF ,a COMPLIANCE WITH RESIDENTIAL COOTIE OF NEW YORK STATE LATEST EDITION COMPLIANCE WITH CODE •vwtr•eenXa.aH vtununom BY LUNG W F C M WOOD FRAME CONBTRUCTKal MANUAL 19M EDITION USNG PRESCRIPTNE meant•.-+tt r+uo ru„ DESIGN6ETHOD USE)'DIAMETER+12'-'l BOLT@VT OC W,FOUNDATIONWlTFl4,: ,1R w •• BP PAMOVERSLLPLATE USER-lWX20GAGESTRAPS(a) FALH DONT.SILL PLAME FNST FLOOR WALL STUDS,19 FLOOR WALL STUDS TO 2.tl FLOOR WALL STUDS,WALL STUDS AND TOP PLATE TO ROOF RAFTERS AND OVER RIDGE AT EACH RAFTER OR N6 COUARTIE W UPPER THIRD OFATRCATIVOC NAILING SCHEDULE-MINIMUMS-AF&PA WFCM REFERENCE ASPHALT SHWGLES FOLLOW NAIUNG SCHEDULE RMZ6 MNWJM 6 FASTENERS PERSHWGLE, (NOT INCLUDING UPLIFT 8 HOLD DOWN CONNECTIONS MI BUILDW G FELT,WSTALL PER R9052.7(ICE SHIFJD REQUIRED FOR tat 2TABWE STARTOF FRR)RW INTALL)BUtMWGMDE-TABIER3012(2)WWDOWSTOMEETDP RATWO OF dO MWIMUM DESCRIPTION-GALV COMMON NAILS ONAILS NAIL SPACING ,•+.,eioxl.+r••caeu+.tr..ien _ SOUTHOLD TOWN ROOF/CEILING 6 ROOFING NAILSPERSHINGLE +e••^--^+evD'"+�-^•-^'A^•� TABLE 1609.1A STRUCROOFITURAL URALSLES Bd 6'DC EDGE,12'DC FIELD WINDBSCHEDULE DEBRIS PROTECTION FASTENING ENGINEERING STRUCTURAL SHEATHING-INTERIOR ZONE Bd 6'OC EDGE,12'OC FIELD SCHEDULE FOR WOOD STRUCTURAL PANELS''°'+ STRUCTURAL SHEATH NO 4'PERIMETERZONE Bd 6'0C EDGE,6'0C FIELD w..--f DOORNFADER STRAP AT JACK STUD: 120 mph-SHEATHING-4'PERIMETER ZONE 8d 6.0C EDGE,e-OC.FIELD FASTENER SPACING(inchea) SHEATHING @ FLUSH AND FLYING GABLES Sd 4.O C EDGE,4.O C FIELD • AT EACH JACK scup use 4•a4 COMMON 120 mph-@ FLUSH AND FLYING GABLES 3_8d PER RAFTER mansIN EAC"...OF1•j-.-STRAP FASTENER panel 2Feet. 4Feet S 6FeetS RAFTER/TOP PLATE(toll naled) 3.8d PER JOIST AND USP MP4F OR SMPSaN sTP4 PLATE AT TYPE _2F- an Ponpl Panel Panel CEILING JOIST/PARALLEL RAFTER(face noted) 3.16d EACH LAP IF CJ NOT ON PLATE SILLTO BAN.JOINT. - S 2 Feel Span span Span CEIUNG JOIST LAP AT PARTITION(face naffed) 3-16d EACH LAP .2 Feet .6 Feet ._6 Feet COLLAR TIE TO RAFTER(lace naffed) 2.7Od PER TIE 3-1 Od RED @ 12D mph Zone ROOF RAFTERS In RAFTEas p R.G. ( _ - 2106 Wand SUFFOLTI BLOCKING TO RAFTER(endml 2-8ot EACH END Scmws 16 18 72 9 `1 RIM(fascia)TO RAFTER end rAaled 2. OF-J-12- •Sd COMMONNAILSP EACH END ( ) toot EACH END F 1•t•i 20 IE STRAP ER W OF 0� 00 GYPSUM BOARD-CEILWG Sd cod 7'0C EDGE,10'0C FIELD 2X4 C011-SIM UPPER 1fJ OF 2(AB Wood WALL - - RooF Qts O.C. Scrpws 76 76 16 72 /� GI GYPSUM BOARD-WALL lid cad 7'0C EDGE,10'OC.FIELD iGt7 STRUCTURAL SHEATHING- 8d 6'O C.EDGE,ITOC FIELD ROOFRAFTERSTOWALLSTUO9 TOP PLATE TO TOP PLATE(face nailed) 2-16d PER FOOT For SL 7 inch-25A mm,7 Io.t a 704.8 mm,1 pound•OA54 kg. (� TOP PLATE AT INTERSECTIONS(f-naffed) 4-16d JOINTS-EACH SIDE 4-134 COMM.11 AILSIMEACHEND 1 mile per hear-OA4 mis STUD 70SND(is-railed) 2-16d ZVOC OF1-T'izOGa srRAPlf•O GOR a.This tablein based an amaxlmum whdnpeod(3-seeond gust)of130 �y m HEADER TO HEADER face naffed 16d usP Rr10 oa stxrsoN LTs1s• mph and mean roof ho19M1t 0133 foal or loss. Q ( ) iC O C.ALONG EDGES NAILS PER MANUFACTURER p TOP/BOTTOM PLATE TO STUD(end nalled) 16d- PERSTUD b. Fasteners shall be[..tailed at opposing pads of the wood SWctural TOP/BOTTOM PLATE TO STUD(to.naled) 2.104 PERSTUO - ••-.-xe+w..•-e u.vm--+.X......... - pan.L A (� BOTTOM PLATE TO FLOOR JOISTIRIM 2-16d PER FOOT snips TO-.as 0-9.FLOOR c. Where Screws are attached to masonry or masonry/stucco,they shall %o� FLOOR by attached uffRd,9 rlbmlinn-renlsbanl anchors having a minimum STRUCTURAL T B G SUBFLOOR-GLUED& Bd 6'0C EDGE,IT0C FIELD- 4-ad COMMON NAILS IN 6AClt END , withdrawal espaeity of 490 pounds. - JOIST TOSILL/PLATE/GIRDER be naued) 4-8d OF1•k-G-STRAP. BRIDGING TO JOIST(Las rt led) ( 2-ed EACH END SIMLAR D GABLE Me wAMS. TABLE R301.5 BLOCKING TO JOIST(toe naffed) 2-ed EACH END MINIMUM UNIFORMLY DISTRUBUTED LIVE LOADS BLOCKING TO SILL OR TOP PLATE(I.naR.0 3-164 EACH BLOCK _ STUDS TO BOX BEAM A MU...-. (in pognds per square foot) LEDGER STRIP TO BEAM(face nailed) 3-16d EACH JOIST 4-p4C-111-AILSIN"'N END MEND PROPOSED: JOIST ON LEDGER TO BEAM(I..nailed) 3-Sot PER JOIST OP1-j'x2OGs.STRAPt11CO.C. BM AND JOIST TO JOIST 3-16d PER JOIST WRAP UNDER SILL OR USE USP MP0 OR - USE SALT STORAGE LIVE LOAD BAND JOIST TO SILL/PLATE(too imled) 2-t6d PERFOOT +-•••..a.m.an:••ta.p...®...®a SIMPSON LTP4 Pure u'o.c Exterior RooTS Stem 60 •A r�.No.�- -•L ..m•-��,� HIGHWAY FACILITY [-JOISTS UFACT REBS TO BE IN CONFORMANCE 61r ANCHORBOLTa 04T ERS- ri WITH MANUFACTURERS INSTRUCTIONS '""•-'°"'•"-"'""""r--•'OR-•"- a'SLOTTEOSGYAa6w11sxERS• uSwSMPSON Lees 5m'. N - For Sb ,pound per square foot=0.0479 1,11114,7nquaro Inch-fi45 mm= _ FISHERS I S LAN D 1 pound-M N a•^vi w n-.vnnea.w ALL STRAPPING iD 06 a. Ekwated garage Boon shall be capable of suppoRing a 2,000 pound c-1112-ASTU MADS1. lead IN mer a 20 sq-To s+••+rws+-xn•mau MINIMUM.Typical aroBut Inch Oros b. NOetomd$fir m,d,shanoldesignedfoH72enNa. Town of Southold mrm-retoe.-.- e. IndlvRIual stair tread.aM1aR be designed for the unHortny distributed Me i bad er a 300-pound concentrated load acting mor an oma of 4 squaw Inchon,whichmer produces the greaterntresses. DRAWN. James A.Richter,RA d. A Single eoncent-Wd bad applied In Day dlreelhn at any point along the top. HOLD DOWN, SHEAR CONNECTION + CRITICAL LOAD PATH e. Attica constructed with wood shall be designed in accordance TYPICAL WALL SECTION with Seconn R9U2-1 for sc,M" 1000 - 12 -01 -18 ALL CONNECTIONS SHALL COMPLY taint NY STATE BUILDING CODE CHMF9R•2]•199 I. Spit Section 850221 ferdoeks etfaeh¢a to•xlerhfwaDs - • - Scale:NTS - - , SCALE: AS NOTED DATE` February 24,2017 REVISED DESCRIPTION OF MODIFICATION May 16.2017 SCDHS Comments,Notes&Requirements May 28.2017 SCDHS Submission to Board of Review OCL 11,2D17 SCDHS Board Of Review Comments zxa.Taos Dirt ea .-a.,... AIx1116,2018 Building PermitApplication aD EEE MA R402.2 CONCRETE MATERIALS USED TO PRODUCE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE .EcTTwhin H DETIIIL APPLICABLESTANDARDSUSTEDINAC13180RASTMC1157.REINFORCING STEEL AND INSTALLATION TO BE IN GENERAL NOTES ® S"EETM CONFORMANCE WITH ACI 318.ANCHOR BOLTS TO BE IN COMFORMANCE WITH ASTM 307. MINIMUM CONCRETE COMPRESSIVE STRENGTH:4,000 PSI @ 28 DAYS. CONCRETE AT CRAWL SPACE FOUNDATION CONSTRUCTION NOTES: WALLS,EXTERIOR WALLS,PORCHES,STEPS AND GARAGE SLABS IS TO BE AIR ENTRAINED IN CONFORMANCE WITH 1)TRE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS Is RELATED TO BASIC DESIGN INTENT TYr1OAL•STP• AC1318. NORMAL SLUMP:WALLS Cry SLAB S. AND FRAMINGDETAILS.THEYAREBMMWASACOWT MVMAID,NOTASUUSTMM FORGENERALLY BE4RtNOPYm ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK STATE BUILDING DOCES. 8403 CONCRETE FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED NATURALSOILS.ALL EXTERIOR FOOTINGS THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD CONSTRUCTON DEFAILSAND _ SHALL BE PLACED AT LEAST 3'-O'MINIMUM BELOW GRADE.THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED.STRUCTURALLY SOUND ANDA WERTMERPROOF - CONPLETEOPROOYCT. � �� CHANGES IN ELEVATIONS AND ADJACENT SLOPE REQUIREMENTS SHALL BE IN CONFORMANCE WITH R403. 2)THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURINGTNATALL WORKMDCONSTRUCTON MERITS 2.2XS TIFATED RATE OM SILL SfALA GRADE R404.1 CONCRETE FOUNDATION WALLS SHALL BE CONSTRUCTED AS SET FORTH IN SECTION R404 AND ACI 318. CURRENT FEDERAL,STATE,COUNTY A LOCAL CODES,ORDINANCES AND REGULATIONS,sic.THESE CODES ARE (.AalM 3piOWp¢eD i"RE110m LANC M RE"MM EWIT AS PART OF THE SPECIFICATION!FOR THIS BUILDING AND SHOULD BE ADHERED TUEVEN BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS BEEN IF TINE CONS[EMITA S PARTPLAN. ) t-AS AT4rRADESIN Nvi9 UI LAN {,`qy ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL pnoscN Lara 1) E _ 3)DIMENSIONS SHALL TAKE PREMDENr OVER SCAS MOIDRAM LED DRAWING [DO Nor SCALE OMWMGn MEMBRANE 1L R406.1 FOUNDATION DAMPROOFING:EXCEPT WHERE REQUIRED TO BE WATERPROOFED BY SECTION 11406.1&,2, f 1r Go.c. E/MASmumT Yo -.. FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE USEABLE SPACE LOCATED BELOW GRADE SHALL BE 4)TIKE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION ANSI ASSUMES M r�0 RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS,NOR RESPONSIRIUTT FOR DAMPPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE BY APPLYING ONE OF THE LISTED CONSTRUCTION MEANS,METHODS.TECHNIQUE![SEQUENCES,OR PROCEDURES.OR FOR SAFETY DAMPPROOFING OR WATERPROOFING MATERIALS LISTED IN SECTION Ratti. PRECAUTIONS AND PROGRAMS IN CONNECTION WITH TUE WORK THERE ARE NO WASRANTIES FOR A SPECIFIC USE EXPRESSED OF IMPLIED IN THE USE OF THESE PLANS 6)WIND LOAD REQUIREMENTS SHALL BE TAKE!INTO ACCOUNT DURING CONSTRUC110N. FRAMING NOTES: SECTION DETAIL "1" 1)ALLFRAMINGTECHHIQUES ANDMETHD°SASMESCRIP DWIGNOFCURRENTBJF.CMGHWIN MMONWOODFR MCONSTRUCTIONMANUAL Seal°'7rt 1'P 2)UNLESS OTHERWISENUTED,AMFRAMINGANDSTRUCTURALWOODMATIDALTOBE02+BTR.DOUGLAS FIS FOUNDATION NOTES: LO "d• ID24���a,LO 3)FORS.WALLS.C tI W AND RAFTERS TO BE SPACED AT 16 MCHM ON CENTER UNLESS OTHERWISE NOTED. G :d 4)UNLESS OTIIERWISE NOTED,ALL BPARINO WALL HEADEIW TO BD U)x170 B 2 OTR.POUGLAS FIR.BEARING WALL HEADERS TO WAVE MINIMUM OF(2)JACK STUDS AND MO 11 THE GENERAL CONTRACTOR AND MASON TO REVIEW ALL PLANS.DIENMINHIS,SECTIONS.DETAILS ANSI NOTES TO DETERMINE - FULL LENGTH STUDS ON EACH SIDE OF ALL OPENINGS LVL HEARERS AND WROERS TO HAVE P)JACK STUDS AND(2)FULL STUDS ON EACH SIDE OF OPENINGS.BEARING WALL INTENDED NEGNi3 OF FINISHED FLOORS MOVE TYPICAL GIME WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 2a8 WALL OPENINGS PROWDE FIRE TOP AM SOLID BLOCKING WHEREAPPLICMLE :)ALL iLYSHBEAMSf HEARERSTU BE INSTALLED WfTII HFAW DUTYGALVANNEO NANGEA9 ANO ANCHORS WMENEAPPLICMLE TO ALL CONNECTINGJOISTSAGIRDERS. 2)ALLFOOTINWTDRESTMUNDISTURGEDNERG.QSOIL(MMMUMSOILSTRENGMAT3,OWp ) 6)DOUBLE ALL FLOOR JOISTS UNDER FARAILFL WALLS AND UNDER BAYOUS FLOORS TO HAVE CERAMIC TLE INSTALLED SHALL BE VERHIED FOR PROPEL LOAD CAPACITY. 7)FRONS DE BLOCKING f BRIDGING IN FLOOR JOISTS AT A'L'ON CENTER USE SOLID BLOCKING IN FLOOR JOISTS UNDER ALL BEARING WALLS S)PROVIDE CONNUOD9'OYR#GUARD'EPDXY COATING AS MANUFACTURED BY SIUIJAiIEK.L (TYPICAL ON ALL B)PROVIDE IMULATION RAFFLES AT EAVE YOM=BETWEEN RAFTERS INSTALL DRAFT BLOCKING AS NEEDED. T 9) OTHERWISE UNLESS NOTED.ALL ROOFS AM WALLS TO NAVE A MINIMUM 16 WICK@4•PLY FIR CDR EXTERIORPLYWOOD GRADE SHEATHING PLYWOOD TO COVER OVER ALL CONCRETE SLABS A WALLS WITHIN THE SALT ENCLOSURE) PLATES ANO HEADERS 4)UNLESS OTHERWISE NOTED.ALL SLABS ON GRADE TO BE 4.000 PSI CONCRETE CONCRETE SHALL BE PLACED ON MINIMUM 12 10)UNLESS OTHERWISE NOTED,ME Wr THICK TAG PTS FIR OR ADVANTI:CH PLYWOOD SUBFLOOR ADHERES WITH PL 400 ADMESNE AND SCREWED TO FLOOR JOISTS FINISHED, INCH TICK.COMPACTED GRAVEL FILL PLO OR TO BE INSTALLED OVER SUUMWR AS PER MANUFACTVNCS INSTRUCTIONS ANO SPEGFICATONS 11)ALL BATHRODM WALLS TO HAVE 12'THICK MOISTURE MMISTANT GYPSUM WALLBOARD GAMOE WALLS AND CEUHM ANO OVER FURNACE TU NAVE TWO LAYERS OF 61B' 5)DAMP-PNWF EXTEMOR OF FOUNDATION WITH BITUMINOUS COATING AS PER NEW YOM STATE CODE A 6•MIL TMCK TYPEX GYPSUM WALLBOARD.ALL OTHER PARTS OF OUILDINGTO NAVE REGULAR 12'GYPSUM WALLBOARD.ALL WALLS TO BE TAPED.SPACKLED A PAINTED. ppLTE7NTLEN6 FILM SHALL BE APPLIED OVER THE BELOW GRADE PORTON OF THE EXTERIOR WALLS PRIOR TO BACKFILLING. O{ession2]Seah DRAWING#: 12)ALL ROOFINO SHALL BE INSTALLED Wf A N ICE A WATER SHIELD M APPROVE)EQUAL. 13)ALL SILL PLATES AND W000IN CONTACT WITH CONCRETE M BE PRESSURE TREATED.SILL PLATES M BE INSTALLED WITH A FOAM SILL WSKET AND COPR T TERMITE 6)DRAINAGE SHALL COMPLY WITH SOU7HOLD TOWH CODE CHAPTER 236 FOR ST MUMATER MANAGEMENT.(SEE SITE PLAN) SHIELD OR AP-WED EWAL SHEET/ j OF }, C� Pod � I c.ti c. - --- _i _• Z PROP RTY LINE GRADE < �'::' S 'sti:+. .•t •'tv'^1 •. „ . U.m APPRO ED ::. <.,.: - ,..: :.:.:.... o c� ASN ED -Y '` r t tA. .: r:.: PROPERTY LINE +/- p B.P.# DATE: D a �- .��� ;:: �--�'t-�.:•r�'.•.�� 1 t ..�':,'.•,:.•' :�'--�";..:' •`h � s�� � � FEE: J y If �F r MIN LL BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE O� EDGE OF PAVEMENT +/- },, ------- �— I J FOLLOWING INSPECTIONS:�'� .��---- t'` ` ''� I I. FOUNDATION - TWC RE v PERSPECTIVE VIEW 4//-/IE TL ER AVE, } },B FOR POURED CONCRETE REQUIRED }f�y3 } ASPHALT PAVEMENT _ _ _ _ _ _ _ feOg _ '�° i 2. ROUGH - FRAMING & PLUMBING ASPHALT PAVEMENT j 3. INSULATION 4. FINAL - CONSTRUCTION MUST SOUTHOLD TOWN 36" MINIMUM 2 x 2 EDGE OBE COMPLETE FOR C.O. F PAVEMENT \�__`` —fP `� +,. ALL CONSTR � - UCTION SHALL MEET THE FENCE POST f_�__ -��r F�.,E �, © REQUIREMENTS OF THE CODES OF N '.' �° n n F'' WOVEN WIRE FENCE (6x6 - 10/10 ) },B YORK STATE. NOT RESPONSIBLE F' `: DESIGN OR CONSTRUCTION ERRORS. z ENGINEERING N U FILTER CLOTH PROPERTY LINE e N I LL }fg9 j } COMPLY WITH ALL CODES OF SCOPE W },Bl� fy�asr��a }fBaa V NEW YORK STATE & TOWN COD=. EMBED FILTER CLOTH SDE Q }f8'° — - ' � / ,,tt�' _ AS REQUIRED AND CONDITIONS f. MIN. 6" INTO GROUNDLL 4" t0l O k,89j A �1r IIJ:)IP n NOTE: SILT FENCING - OSION CONTROL LIMITS OF CL AIRING % MAXIMUM DRAINAGE AREA 1/2 ACRE 1 100 LINEAR FEET . B -- 5 Wide x 2 Deep Drainage Swale at Perimeter of Sika- Typical }�9 U) `- SECTION DETAIL ' Q OCCUPANCY OR SILT FENCE DETAILS APPROX. LOCATION OF OLD I }f9" �+�<' /0Si WITS �, �6J" USE CONCRETE FOUNDATION US / E IS UNLAWFUL • � \ � Jg>S fa WI WITHOUT CERTIFICATE ~ ' 50' MIN. �• OF OCCUPANCY 1 { � BUT SUFFICIENT TO KEEP 01 J SEDIMENT ON SITE •Z i PROPOSED: SILT FENONO o ~ m i SALT STORAGE f 4ETNrJ STOMP 11 VIPTE13 RL'"10 F ¢ ' HIGHWAY FACILITY PtjI;suANT TO CHAPTEf; M Or THE TOVVfu CODE. 0 U)I }'BBs } }f9f6 }f89r FISHERS I S LA N D 20x30 r9!> }!) },gs Q' }'$ ELECTRICAL N CONCRETE v. 9B s� Town of Southold INSPECTION REQUIRED DRAWN: " James A. Richter RA \z- g W N EW\STO N E PAD W <— .."ON ENTRANCE•FOUNDATION OF COMPACTED fg9j '♦0 Elev. 19' 3/4-STONE BLEND OR N.Y.STATE D.OT.APPROVED RCA. N I FILL TOd B"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. n^/ @ SALT BARN SC 1000 - 12 - 01 1 8 APPRDX. LOCATION ~� OF OLD CONCRETE PLAN VIEW < \ FOUNDATION I SCALE: AS NOTED <L DATE: ROAD }}8 }reg' o�J February 24, 2017 !`� � > r/ / CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED . J9>6 }JB9' 3/4-STONE BLEND O0.N.Y.STATE D.OT.APPROV[D RCA ., � -MATERIAL TORAGE ��ys� REVISED: DESCRIPTION OF MODIFICATION: SILT FENCING FILL TOIB-(Min.)ABOVE EXISNIGGRADE FOR DRMN4GE `�� (Sand, Gravel, Pat-eh, etc.) ,4>y May 16,2017 SCDHS Comments, Notes &Requirements cRoss SECTION �.� No Regulated Maters IIs I 'LGO / May 26,2017 SCDHS Submission to Bogard of Review TEMPORARY CONSTRUCTION ENTRANCE ��/y� �� \ Oct 11,2017 SCDHS Board of Review(Comments SCALE(IIB i C }r 2' RANG 5'-Wide z 2` weep lirai•nage SwiT6 J r� � 961 1� �._. . L - — STONE BLEND PAD S 1 I EIev.20 SILT FENCING - EROSION CONTROL bU ( C�&I } I EXISTING GRADE Elev.19PROVIDE ALL TREATED HARDWOOD TRIM ( � M I / AS NEEDED OR REQUIRED TO COMPLETE INSTALLATION. ` '1 'D l N (See cRoss SECTION "A-A" Sheet A-1) 7 25' EACH = 175' 50' TO FACE OF CURB I EIev.17' 5/8" EXTERIOR GRADE PLYWOOD SIDING ON fess T� I �J COMPACTED SUB-GRADE SOILS 3/4" EXTERIOR GRADE PLYWOOD SHEETING. TYP. ��5 ..1 ✓� UNDISTURBED (Remove all Un-Suitable Soil SUB-GRADE SOIL Prior to Compaction) ` f PERIMETER DRAINAGE SWALE DETAIL ! BorroM OF GIRDER — \ ��� S �Q pw44- ' SCALE.wrs o;ll!I,I �!II NOTE: �- III'' GARAGEsfoi4 'IIT I, I i'II!I�,II SEE CROSS SECTION I f� � ( f II I, 'A-A'SHEETA-1 FOR 6� ti lI ADDITIONAL NOF.F. EL,=18.6 Reserved - S•C•D•H•S • &SPECIFICATIONS. fe3i %• ! II91,! il,lllii' R SCDHS Job No: HM 17-093 File Reference No: 13753 Facility I.D. No: 10-004490 I;II;p IIP 6 WIDE PAINT LINE - }f, CONTRASTING STRIPE - Illi. MAXIMUM FILL LINE AT I o I;il;ll; 11!11 TOP OF CONCRETE WALL coo SUFFOLI:COUt3TY 0':F RAJ M!!07't'T 0"'t'LTH S!'g1ICE�' (ilii III ' II;II{I ; nP• a IR +et*y eel+ I'II'II' IIIIIII' 6UREAU 0".EPS' "ZO. I"trrAL 0 7ER _ ,n I Cd I TOP OF CONCRETE WALL - f0- HN }! HNI � 09 3F , tI1 ( i e"•` Jai ErO. I i APPROVAL TOI,^,Of�;TRt1CT....D'.`t� 8" THICK COMPACTED STONE BLEND I These plates end rpedficallo ) hr"9so ^"1 fes^"•-" OR STATE SPEC. R.C.A. PAD. _ I and found to bo I.1 c ompG?'�v�'`s SU"3"ACC'"*'y ( (TYPICAL - ENTIRE SITE.) N', o I I T L A Sanlitary Cade requsrerttont,b=-_1 upon WR Or ri CONCRETE �o t TOP OF CO TE j submitted 5y the Ig ap{�f "M retract GRADE I �LA�A�ENTRAN�E FISH ERS I S LAND SALT STO RAGE FACILITY SCALE. 1 ' = 20.0 f t DRAWING#t N0l0sn20T�. _,��- _ I'll, 7 <..�..� . ----- --- -- — Professional Seal: eV .Iirec On I i '- l8 Thick 4,000 PSI CONC. I I - I .. .....-----• �i i + I=X63"rctDil Drt,, 1 I I 1 I I 1 i O' �� (See Concrete Details Sheet A-1) I I I Ni <<,� C f p _ /� Nov 0 s ton �- �1_ L_ 1_�_ J__l_ 1 04 D _. _Xlaayu ----- ' APPROVAL DATE Itla�:f;�:a 4i .— . CARO L F-- T-- r-----------------------------�-- T-- N APR - 4 2018 FRONT ELEVATION — CROSS SECTION "B—B" SCALE: N.T.S. F�) SHEET #: � OF � ..,-:��:�.:. '•�:.�. GAN TOWN OF SOUTHOLD r GENERAL CONSTRUCTION NOTES: 1. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS AND METHODS OF #4 BARS 0 12-O.C. CONSTRUCTION AND FOR SEQUENCES AND PROCEDURES TO BE USED ON THIS PROJECT. DOW CORNING 890 EACH WAY TOP & BOTTOM #4 BARS ® 12-O.C. SILICONE JOINT REBAR CHAIRS EVERY 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR EACH WAY EACH SIDE 1}a"x1 e" SMOOTH EPDXY SEALANT 48" MAX. TYP.. TO COMMENCING WITH THE WORK,SHALL REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS COATED BARS 0 24" O.C. 4,000 PSI CONCRETE FOUNDATION (TYP.) POLYETHYLENE AND FIELD CONDITIONS TO THE ARCHITECT. IF CONCEALED CONDITIONS ARE ENCOUNTERED AT EXPANSION CAP THE SITE WHICH DIFFER MATERIALLY OR DIMENSIONALLY FROM THOSE INDICATED IN THE CONTRACT 31" MIN. DOCUMENTS,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. . I COVER °0 —= m 3. THE CONTRACTOR SHALL NOT SCALE THE DRAWINGS. IF A DISCREPANCY EXISTS OR A DIMENSION A COVER IS OMITTED,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. 4,000 PSI CONC. (TYP.) 4• THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY PROTECTION OF ADJOINING PROPERTY _ AND BUFFER AREAS TO REMAIN THAT MAYBE AFFECTED BY ANY WORK. ♦ N PREMOLDED EXPANSION JOINT BOND BREAKER 1 _ _ d���_� 0 ALL EXTERIOR ABUTMENTS 15 MIIL POLYETHYLENE VAPOIR BARRIER 5• WHEN REQUIRED FOR THE WORK,THE CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION I COMPACTED STONE BLEND FOR THE BUILDING DURING THE COURSE OF WORK. ALL STAGES OF CONSTRUCTION SHALL BE { OVER COMPACTED SUB-GRADE PROTECTED FROM ALL FORMS OF WEATHER OR WATER PENETRATION DURING ALL PHASES OF WORK. SOUTHOLD TORN 1 6. THE CONTRACTOR SHALL PERFORM ALL WORK AS SHOWN,SPECIFIED OR IMPLIED AS INDICATED BY T-i F, j 4 2 TYPICAL CONCRETE PA�EIVIENT DETAIL THE CONTRACT DOCUMENTS. SCALE. NTS ENGINEERING JI 7. MINOR DETAILS NOT CUSTOMARILY SHOWN OR SPECIFIED,BUT NECESSARY FOR THE PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY ARE INDICTED ON THE DRAWINGS. IS SHALL BE ASSUMED THAT BRIDGING,RACING OR SUPPORTS SHALL BE PROVIDED FOR 0 0 ITEMS AS REQUIRED WHETHER EXPLICITLY SHOWN OR NOT. '! 1 2 - 2x8 TREATED WOOD SILL PLATE N ' 4,000 PSI I! W/ 1/2"0 )x 18" GALVANIZED ANCHOR BOLT 8• THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL SAFETY AND WORK PROCEDURES DURING CONCRETE SLAB (TYP.) (4 I & 4"x4"x 1/2:" ANCHOR PLATE ® 24" O.C. THE CONSTRUCTION OF THIS PROJECT. TOP OF FOUNDATION- t_i- �r I 6" YELLOW CONTRASTING STRIPE PAINT LINE INDICATING SAFEGUARDS DURING CONSTRUCTION: LINE OFSLOPE j MAXIMUM FILL. (CONTINUOUS ON INTERIOR WALL.) I I " " 1. THE PROVISIONS OF THE BUILDING CODE OF NEW YORK STATE CHAPTER 33,SAFEGUARDS DURING I #4 BARS ® 12-O.C. EACH WAY EACH SIDE CONSTRUCTION,SHALL GOVERN THE CONDUCT OF ALL CONSTRUCTION OPERATIONS WITH REGARD TO ( THE SAFETY OF THE PUBLIC AND PROPERTY. FOR THE PURPOSE OF CHAPTER 33,CONSTRUCTION U j - 4,000 PSI CONCRETE FOUNDATION (TYP.) OPERATIONS SHALL INCLUDE EXCAVATION,ERECTION,ALTERATION,REPAIR,REMOVAL AND DEMOLITION AS RELATED TO SITE CONDITIONS AND NEW BUILDINGS. FOR REGULATION RELATING TO THE SAFETY ' PROVIDE CONTINUOUS "DUR-A-GUARD" EPDXY COATING. OF PERSONS EMPLOYED IN SUCH CONSTRUCTION OPERATIONS,THE PROVISIONS OF SUBCHAPTER Q O ' " I TEN (10) OF THE LABOR LAW AS IMPLEMENTED BY THE INDUSTRIAL CODE OF THE STATE OF NEW YORK, / 4� `V I PROVIDE CONTINUOUS CAULKING MASTERSEAL NP1 RULE N0.23,SHALL APPLY. j i AS MANUFACTURED BY BASF CORP. (TYP.) Oj 3" — PROVIDE CONTINUOUS RUBBER WATER STOP 2• THE CONTRACTOR SHALL INSTITUTE AND MAINTAIN SAFETY MEASURES AND PROVIDE ALL EQUIPMENT 1 u7 OR TEMPORARY CONSTRUCTION NECESSARY TO SAFEGUARD ALL PERSONS AND PROPERTY AFFECTED I B B d I • ° AS MANUFACTURED BY GREENSTREAK (TYP.) BY THE CONTRACTORS OPERATIONS. LINE OFSLOPE I . AT ALL PERIIMETER INTERCONNECTIONS BETWEEN CONCRETE WALL & SLAB 3. THE CONTRACTOR SHALL PROVIDE WARNING SIGNS, FENCES AND OTHER ITEMS AS REQUIRED FOR THE " a° r PROPER PROTECTION OF WORKMEN ENGAGED IN SITE CLEARING&CONSTRUCTION OPERATIONS,THE _ #5 BARS ® 24O.C. PROVIDE CONTINUOUS "DUR-A-GUARD EPDXY COATING GENERAL PUBLIC AND ADJACENT BUFFER AREAS AND MUNICIPAL INFRASTRUCTURE. PROPOSED: 0 48" HORIZONTAL AS MANUFACTURED BY DUR-A-FLEX. (TYP. ON ALL o j a0 24" VERTICAL. °j a �;I CONCRETE SLABS & WALLS WITHIN THE SALT STRUCTURE. 4• ALL BUILDING AND CONSTRUCTION MATERIALS STORED AT THE CONSTRUCTION SITE SHALL BE SECURED SALT STORAGE BO BY THE CONTRACTOR AT HIS OWN EXPENSE. ACCESS TO ALL AREAS OF THE SITE SHALL BE CONTROLLED 4,000 PSI 1 SEE TYPICAL CONCRETE PAVEMENT DETAIL FOR 13Y THE CONTRACTOR HIGHWAY FACILITY CONCRETE SLAB (TYP.) v Af, . ADDITIONAL NOTES. FISHERS I S LA N D DUST & NOISE CONTROL DURING CONSTRUCTION: - ------ - 1 FINAL GRADE - Elev. 19 I a I " 14'-0" �1 " T013 Of Slab °. Q - = ' a 1. THE CONTRACTOR SHALL CONDUCT OPERATIONS AND MAINTAIN THE PROJECT SITE SO AS TO MINIMIZE - - - -- ----- Town of Southold 2_0 12�----- - - - -- - , 4 2-0 + ° • �T ! � ! _ � - � �-- THE CREATION AND DISPERSION OF DUST. DUST CONTROL SHALL BE USED THROUGHOUT THE WORK d 20'-0" (^• - -- �•- ° o . . . AT THIS SITE. 2. CONSTRUCTION OPERATIONS SHALL BE CONFINED TO NORMAL WORKING HOURS:8 A.M.TO 5 P.M., DRAWN: James A. Richter RA A �° STONE BLEND OVER COMPACTED SUB-GRADE MONDAYS THROUGH FRIDAYS,EXCEPT NOT WORK SHALL BE PERFORMED ON LEGAL HOLIDAYS. THE 2 I� 12 CONTRACTOR SHALL OBTAIN THE WRITTEN CONSENT FROM THE TOWN OF SOUTHOLD TO PERFORM o I Typ - .,k I,' TYP• WORK AT TIMES OTHER THAN THE HOURS STATED ABOVE AND THE WORK SHALL COMPLY WITH SCTM #: V O O 'O 1 '� 1 V N I i °. a °�! REQUIREMENTS FOR NOISE CONTROL AS STIPULATED IN SECTION 1207 OF NEW YORK STATE CODE. 0 12 PLAN FOUNDATION � ' ' �a' ' 4,000 PSI CONCRETE FOOTING W/ 2"x4" KEY (TYP.) 3• NOISE PRODUCED BY CONSTRUCTION OPERATIONS SHALL BE KEPT TO A MINIMUM ANS SHALL BE SCALE: � CONSISTENT WITH REASONABLE HUMAN HEALTH REQUIREMENTS CONSIDERING TIME OF DAY AND SCALE 3116" = V-0" I �4 c LOCATION OF WORK. AS NOTED I a #4 BARS ® 6 O.C. �- EACH WAY TOP & BOTTOM DATE: NOTE: All Structural Components of this Salt Storage Facility ° °� Q. i � d FOUNDATION NOTES: February 2 , 2017 shall be constructed in conformance with the New York State 1. SOIL BEARING CAPACITY USED FOR FOUNDATION DESIGN HAS BEEN ASSUMED 2,000 P.S.F. FOOTINGS REVISED: DESCRIPTION OF MODIIFICATION: Uniform Building Codes. ( Latest Edition) #5 BARS ®1 12" O.C. MUST REST ON UNDISTURBED SOIL. NOTIFY ARCHITECT PRIOR TO PLACING FOOTINGS SO THAT THESE May 16,2017 SCDHS Comments, Notes&Requirements 12" HORIZONTAL - 36" VERTICAL ASSUMPTIONS MAY BE VERIFIED. May 26,2017 SCDHS Submission to Bmard of Review 2. REINFORCING MARKED/NOTED CONTINUOUS SHALL BE LAPPED 24 BAR DIAMETERS AT SPLICES AND Oct.11,2017 SCDHS Board of Review Comments TYPICAL CONCRETE WALL SECTION CORNERS AND HOOKED AT NON CONTINUOUS ENDS. 4- 1.75" x 11.5" MICROLAM GIRDER THROUGH BOLTED WITH 1/2- 0 GALVANIZED SCALE: 3/4"=1•-C" 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I.AFTER 28 DAYS. BOLTS AT 24" O.C. STAGGERED TOP & BOTTOM 4. SUB GRADES ON GROUND BELOW SLABS SHALL BE COMPOSED OF SIX (61 INCHES WELL COMPACTED PLYWOOD SHEEETING,, TRIM AS REQUIRED MEMBRANEETIROOFINGON 3/4" EXTERIOR GRADE POROUS FILL PLACED ON FIRM UNDISTURBED SOIL OR ON WELL COMPACTED FILL AFTER UNSUITABLE OVERBURDEN AND TOPSOIL HAS BEEN REMOVED. 202 RAFTERS ® 16" O.C. TYPICAL TOP OF PLATE i BOTTOM OFGIRDER _ j l 5. NO FOOTINGS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. ALL SOIL SURROUNDING AND DOUBLE 2x8 TOP PLATE, CONTINUOUS —-- I CONTAINMENT CALCULATIONS"" UNDER ALL FOOTINGS SHALL BE PROTECTED FROM FREEZING AND FROST ACTION DURING THE STAGGER ALL JOINTS COURSE OF CONSTRUCTION. CROSS SECTION OF PROFILE/AS SHOWN = 75+/- Cubic Feet 2x8 STUDS 0 16" O.C. TYPICAL BUILDING INTERIOR WIDTH = 18' 6. KEEP FOUNDATION EXCAVATIONS FREE OF WATER AT ALL TIMES. REPLACE WEAKENED SOIL WITH TOP OF PLATE LEAN CONCRETE. USE LEAN CONCRETE FOR OVER EXCAVATION OF FOOTINGS,AS APPROVED BY THE • - - 2- 2x8 SILL PLATE, 75 Cu.Ft. x 18' Width = 1,350 Cu.Ft. ARCHITECT. CONTINUOUS, TYPICAL o i 1,350 Cu.Ft. / 27 Cu.Yards / Cu.Ft. = 50 Cubic Yards+/- 5/8" EXTERIOR GRADE N j 7. ALL FOUNDATION WALL FORMS SHALL BE BRACED DURING THE OPERATIONS OF PLACING CONCRETE. PLYWOOD SIDING ON 5/8" EXTERIOR GRADE PLYWOOD 3/4" EXTERIOR GRADE SIDING ON 3/4" EXTERIOR GRADE PLYWOOD SHEETING. TYP. PLYWOOD SHEETING. TRP. 8• THE CONTRACTOR SHALL BE RESPONSIBLE TO ADEQUATELY PROTECT ALL EXCAVATIONS AND HE SHALL BE SOLELY RESPONSIBLE FOR THE ADEQUATE DESIGN,ERECTION,PLACEMENT AND CONSTRUCTION 0 6" WIDE PAINT LINE - CONTRASTING f OF ALL FORMS. STRIPE - MAXIMUM FILL UNE AT TOP OF CONCRETE WALL. 20'x30' - 4,000 PSI CONCRETE SLAB SEE" PAVEMENT TOP OF FOUNDATION _ _ TOP OF FOUNDATION _— i DETAILYCAL AIBOVECONCRETE FOR ADDITIONAL ROTES Reserved - S"C"D"H.S.: 9: -*— - ------— N PROVIDE CONTINUOUS RUBBER WATER STOP " �' 3'• AS MANUFACTURED BY GREENSTREAK (TYP.) AT ALL PERIMETER INTERCONNECTIONS BETWEEN , 8" THICK COMPACTED STONE BLEND OR SCDHS Job No: HM17-093 File Reference No: 13753 Facility I.D. No: 10-0044 '. CONCRETE WALL & SLABtt sr 5o CU.YDS.4r- 2 STATE SPEC. R.C.A. PAD. (ProReasshmn) O (TYPICAL - ENTIRE SITE.) „'. TOP OF SLAB 00 �' -- ---- - — - ( To of Slab.-Elev. 19.0' FINALGRAIDE-Elev.1V zz , SUFFOLK C041NT'�( DEPARTMENT c f OF HEALTH SERVICE TOP OF FOOTING :' " TOP OF FOOTING____ v °° N �, BUREAU OF ErvV1 0":"�IErdTI�L ENCS"1 : 3 --- -- - - COMPACTED SUBGRADE .�,. , -- —— - - -- �'� COMPACTED SUB-GRADE ,,:.. •�., PR.QV��L TO CONSTRUCT SCDHS J00 hW ' "' = w' _ �: BOTTOM OF FOOTING BOTTOM OF FOOTING — r SEE TYPICAL CONCRETE - I r',. PAVEMENT DETAIL ABOVE ~ILse plans and speci"cation hove FOR ADDITIONAL NOTES. SEE TYPICAL CONCRETE 1 12 I12� 12 12 WALL SECTION DETAIL ABOVE + ,end found to be in oompliarm 1Pv4 h S fly .—t . 1 A-1 ! 1 FOR ADDITIONAL NOTES. Sanitary Code requirernonts tA"^:"1 vpan t `'?^";"'"`!'"I i12" 14' 0" 4'-Cl. X12 4'-0" 8'-0" (OPPOSITE HAND) emitted ,' t3 pp'e"�n! �►-.-- - - --- -- - -- ------ — - h�^'--'"'t r ss DRAWING #: 20'-0" 12' °"- - - ---- - - - -- ---- - ea on NOV t oe 1 20' °" � 9 � - — - --- �-- Exp on Drte 4a �`y A� at NOV 0 9 2017 Xboyu Chen APPROVAL DATE �� CROSS SECTION A-All SCALE: 3/16" = V-0" O�• ,`�Y ±L SHEET #: 2 OF 2