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HomeMy WebLinkAbout36643-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 8/23/2011 No: 35167 Date: 8/23/2011 THIS CERTIFIES that the building AS BUILT DECK Location of Property: 4710 Old North Rd, Southold, SCTM #: 473889 Sec/Block/Lot: 55.-2-8.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/10/20l 1 pursuant to which Building Permit No. 36643 dated 8/19/201 ! 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: "as built" deck addition to an existing one family dwelling as applied for. The certificate is issued to Manduca, Joseph & Manduca, Nancy (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED TOWN 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 #: 36643 Date: 8/19/2011 Permission is hereby granted to: Manduca, Joseph & Manduca, Nancy 4710 Old North Rd Southold, NY 11971 To: "as built" deck addition to an existing one family dwelling as applied for. At premises located at: 4710 Old North Rd, Southold SCTM # 473889 Sec/Block/Lot # 55.-2-8.4 Pursuant to application dated To expire on 2/17/2013. Fees: 8/10/2011 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ADDITION TO DWELLING Total: $1,794.40 $50.00 $1,844.40 Building 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 0f property with accurate loc~ation 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 0fFire 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 r~idenees 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 ar/d 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 aecessory 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 New Construction: Location of Property,4 Date~ Old or Pre-existing Building: House No. Street Owner or Owners of Proper~?.~ ~./~-~_~ f~/c) ~--/L/,~/n/ Suffolk County Tax Map No 1000, Section Subd~visi0n Permit No. Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate · Date of Permit. Foe Subnfitted: $ ' ' / Block Filed Map. Applicant: Underwritem Approval: Final Certificate: (check one) Hamlet (check one) Applicant Signature TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROU~P~BG. [ ]FOUNDATION 2ND [ ]~S~_LATIO" [ ] FRAMING/STRAPPING [~/'J'FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~ ,d~ DATE INSPECTOR , TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SouthoidTown. NorthFork.net Examined Approved .~//q , 20 Il -/ t Disapproved a/c Expiration PERMIT NO. BUILDING PERMIT APPLICATION CHECKI,IST Do you have or need the following, before appb, ing? Board of Health ~ 4 sets of Building Plans Planning Board approval -~ Survey Septic Form N.Y.S.D.E.C. Trustees Flood Permit Single & Separate Storm-Water Assessment Form Contact: Mail to: Building Inspector APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS a. This app[icatioa MUST be completely filled ia by typewriter or in iak and subnqitted to the Bnilding Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of bnildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced belbre 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 aay purpose what so ever until the Building htspector issnes a Certificate of Occnpancy. tt Every building permit shall expire if the work autborized has aot commenced wJtbin 12 months after the date of issuaace or has not been completed withia [ 8 months from snch date. If no zoaing amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may atttborize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit sball be required. APPLICATION IS HEREBY MADE to the Building Department for the issnance ora Building Permit pursuant to the Building Zone Ordinance of the Town of Southold. Suffolk Connty, New York, and other applicable Laws, Ordinances or Regulatious, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applic to , witb all applicable laws, ordinances, building code, honsing code, and regnlations, and to admit atttllo {}re~s~al/~ building roi' necessary inspections. AUG 1 0 2011]~ (Signature of applicant or name, ifa corporation) BLDG DEPT. TOWN OF SOLITHOLO (Mailing address of applicant) State whether applicant is owner, lessee, agent arc ~ tect. engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) if applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section .-~5 Subdivision Block & Filed Map No. Lot Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Repair. Removal Demolition Other Work Estimated Cost Fee If dwelling, number of d~velling units If garage, number of cars Alteration (Description) (To be paid on filing this application) Nnmber of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height. Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height_ Number of Stories 'Dimensions of entire new construction: Front Rear -~-Ieight ,9~--- ~" ./>,/~ A-l,'~q Number of Stories Depth Rear 9. Size of lot: Front Rear .Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO 13. Will lot be re-graded? YES NO Will excess fill be removed fronl premises? YES__ NO__ 14. Names of Owner of premises Address Name of Architect Address Name of Contractor Address ,~15 a) Is this property within 100 feet of a udal wetland or a lreshwater wetland? YES ~I~F YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet cfa tidal wetland? * YES__ NO · IF YES, D.E.C. PERMITS MAY BE REQUIRED. Phone No. Phone No Phone No. NO J 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 · 1F YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes aad says that (s)be is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Notary Public, State of New 'fork (S)He is the No. 01BU6186050 (Contractor, Agent, Corporate Officer, etc.) Commi~sion°Ua"fl~aE~imsin Su~oik Guu,i~yAprl114, 2 tq.~L."' -- 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 bis knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Notary Public Signaiure of Applicant OWNER 'TOWN OF SOUTHOLD PROPERTY-,'41ECORD CARD --?, ,'~ VILLAGE STREET S E SEAS. SUB. LOT TYPE oF BUrLDING LAND ~MP. ~oodlorx:l TOTAL 4ause Plot / /;~ rJ 0 'ore[ FARM COMM. CB. MIC5. FRONTAGE ON WATER FRONTAGE ON ROAD DEPTH BULKHEAD ff')tl ~R Extens ion Extension Porch B reezewcry Patio E~asernent Ext. Walls Fire Place Recreo~n Do~er Bath Floo~ Interior Finish Heat Rooms ]st Floor R~orns 2nd Floor Driveway Dinette lBLR' FIN. B Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM  PROPE~'Y LOCAT,~N: S.C.T.M.~ THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A ~mct ssct~n ¢1=~; ;r;=u BY A DESIGN PROFESSIONAL IH THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM///WORKASSF_,SSMENT [ Yes No a. Whatlsthe TotslAreaofthe PmjectPmcels? (Inctude Totsl Area of at) Parcels kx:atsd wi~lo t Will this Project Retain Ail Sion'n-Water Ron-C)ff the Scope of Work for Pmpesad Cor ts',mc~ion) Generated by a Two (2") Inch Rainfall on Sits? b. Wbet Is the Tots~ Ama of Land Cloarthg {s.;. ,'~) (Tl~ls Itsm witl Incinde all mn-off creatsd by sits cleating and/or constmc~on actfviUas as well as and/or Ground Disturbance Ior the propo~d Site Improvements and the permanent crea~fl of construction ac~vity? impewicus surfaces.) ;.F.,~=-t 2 Does the Sits Plan and/or Survey Show At) pro~ ~'1 PROY]DE BRI]~' P]~O.~-'T DESCIUPtlON ~,~,~,#N,,~q DrethageStrectureslndlcaUng Size& LocstJon?This Item shell include all Pmpeseq Grade Changes and -- Slopes Controlling Surface Water Flow. 3 Does the Site Plan and/or Survey describe the erosion and sediment control practfces that will be used to con~'ol site erosion and storm water discharges. This item must be maintained threugho~t the Entire Construction Period. 4 Wiil this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural [~ Existing Grade Involving more than 200 Cubic Yards __ of Material within any Parcel? 5 Will this Apflliceflon Require Land Disturbing Activities ~ Encompasstng an Area in Excess of Five Thousand (5,000 S.F.) Square Feet of Ground Surface? 6 lo there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction General DEC SWPPp Requirements: or w~thin One Hundred (100') feet of a Wet)and or disturbai~es of one (1) or more acres; Irrcin~ling distsrbances of less than one acJ'e that 7 Will there be Site preparation on Existing Grade Slopes r~l a;e perref a target ccmmo~ pinn that wilt uitimalely dts~rb one or more acme Of innd; which Exceed Fifteen (15) lest of VerlJcal Rise to i Including Cons~mction ecllvitiss involving soil disturbances Of less than o~e (1) acre where One Hundred (100') of Horizontal Distance? the DEC has detsfmthed that a SPDES permit is required for sfon~ water cl~charges. SWPPP'$ Shell meet the Mthlmum Requirements Of the SPDES General Permit 8 Will Driveways, Parking Ames or other Impel~:~us ~ for Storm Water Discharges from Construction activity - Permit No~ GP-0-t0.OOt.) Surfaces be Sloped to Direct Storm-Water Run-Off 1. The SWPPP shall be prepared ~ to the sube~th~ Of the NOI. The NOI shall he into ar,d/er in the direction of a Town right-of-way? 2. The SWPPP shall descflhe the erosk~n and sediment co.mi practices and y/nam 9 Will this Project Require the Placement of Matedel, requ~ed, p~-~onMnzoflon strum water managemeof pfl~ctice~ that wil be used a~l~- RemovaJ of Vegetstlon and/or the Construction of any conr,~mct~ to reduce the polluthnts in ston'n v, ater dlsc~ges and fo ~ssure Itsfn Wgh~n the Town Right-of-Way or Road Shoulder STAq_[ OF NF.W YO~, COUNTY OF ........................................... Owner and/or representative of the Owner or Owners, ;md ~s duJy authodzcd, to perform or haw pe~onned ~e sa~d work and to ma~e and file th~s application; that ail statements conts~ed in th~s ;.ppl~c~l~on a.re true to the best or'his know(ed§e ;md befief; and that the work. w~U be performed ~n the manner se[ forth ~n thc ;~ppl~cadon flied bare.th. FORM - 06/10 ~f SC&LE- SC)'. l' · H;S. ~[F. rdO. ~_. _ . , APP~-O¥'~D: -' 12. 13 14. CONTRACTOR NOTES GENERAL NOTES: 1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF RIVERHEAD, SUFFOLK COUNt, NEW YORK, BUILDING CODE, FIRE DEPARTMENT RULES AND REGULATIONS, UTILI~ COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF RIVERHEAD, NEW YORK, AGENCIES 5. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: PLUMBING, ELECTRICALS, ETC. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SiON OFFS. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. 8. TIlE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON TNE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. 10. ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION WILL BE ALLOWED TO COMMENCE UNTIL THLS HEIGHT IS APPROVED THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENOINEER'S ATYENTION FOR IMMEDIATE RESOLUTION. THE CONTRACTOR WILL COORDINATE THE ROUTING AND pLACEMENT OF ALL UTILI~ LINES WITH THIS AND RELATED SITE WORK, AND NE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, BECONNECTIONS, AND STARTUPS. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH ARCHITECTURAL FEATURES AND STRUCTURE ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ANENT[ON FOR IMMEDIATE RESOLUTION. GENERAL NOTES: Wood. 1. All studs to be SPF #2 or better, end all other structural wood to be Douglas Fir #2 er better. 2. All structural wood shell be in dccordance wRh the naNonel design speclDcations for wood construction - latest edition. 5. RAiEng schedule shall be in accordance with the specified code. 4. Pre-manufactured trusses e All trusses shall be "shaped" os shown on architectural cross sections. b. Trusses shell bear a boca number and shall be manufactured by a registered manufacturer 5 Erect and brace trusses in eccordonce to truss plate insDtute recommendeDons Plywood sheathing. a. All plywood shall be in accordonce wDh the American Plywood Association (APA) specificoUons. b. Plywood sheothlng shall be conBnuous over two or more spans with groin of face plys across supports corporation or equal. 7. All sills shall be pressure presercaDve TreaTed (4 PSF retention) SYP #2 or better. 8 Design values: a Framing Lumber; DF (nor(h) No 2 or better E = 1,600,000 PSI Fv = 95 PSI Fb - 825 PSI 9 Design values: Lorn[noted Veneer Lumber (LVL): E = 1,900,000 PSI Fv - 285 PSI Fb - 2600 PS[ DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC HARMLESS FOR ANY RESPONSIBILI~ IN REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFDY PRECAUTIONS ANO PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE AROHIEECT HARMLESS FOR COSTS AND PROBLEMS ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE pLAN USER'S FAILURE TO CARRY OUT THE WORK IN AOCORDANCE WITH THE DRAWING OB CONTRACT DOCUMENTS. DOCUMENT NOTES THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS, ALSO, THE CLIENT AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INOEMNIFY AND HOLD DEERKOSKh ARM & KEHL ASSOCIATES, LLC HARMLESS FROM ANY CLAIM, LIABILIIY OR COST INCLUDING REASONABLE A~ORNEY'S FEES AND COSTB OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS ARISING OR ALLEGEDLY ARISINC OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 5 6 SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION CENERAL. ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF R[VERHEAD, NEW YORK, BUILDING CODE, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. FIRE SAFETY: A, ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A LOCKED AREA, B. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION C, ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS, SUCH MATERIALS ARE TO BE KEPT D. AWAY FROM HEAT. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE, E. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS F. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS, G. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINDS, OR ANY FLAMMABLE CAS TO BE USED DURING CONSTRUCTION, DUST CONTROL. A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, B, CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR HEAVY DROP CLOTHS. C. DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE ACCUMULATION, NOISE AFTER BOURS] A, CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS' 8AM TO 6PM, MONDAY TO FRIDAY, EXCEPT LEGAL HOLIDAYS. B. CONTRACTOR MUST OBTAIN WRI~EN PERMISSION FROM ALL AFFECTED PARTIES TO WORX OTHER THAN REGULAR HOURS. CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO TH[ OWNER, CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEIDHHBORS. SPECIAL SAFETY NOTES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFE~ OF THEIR EMPLOYEES AS WELL AS OTHERS AND iN THE CARE OF THE PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES ANO MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFEq~ AND HAZARD ACT OR OTHER BOVERNING REGULATIONS THE BEGINNING OF WORK BY A CONTRACTOR SHALL INDICATE SATISFACTION CONCERNING SAFEP¢ AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE, IF UNSATISFIEO, THE CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFEP¢ CONOITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTrWW, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAF ASSOCIATES, LLC, OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS, PROVIDE SINGLE AD MULTIPLE-STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINGLE AND MULTIPLE-STATION JN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. GROUNDSNOW I WIND LOAD SPEED (mph) 45 Ibs/sqftJ 120 (mph) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SUBJECT TO DAMAGE FROM WIN~R ICE SHIELD SEISMIC B'-O MODERATE TO HEAVY SUDHT TO MODERATE 11 degrees YES FROST LINE DESIGN UNDERLAY DESIGN CATEGORY WEATHERING DEPTH,, TERMrTE DECAY TEMP. MENT REQUIRED C SEVERE FLOOD HAZARDS 1984/1998 DESIGN CRITERIA PRESCRIPTIVE DESIGN USES(s) AND OCCUPANCY CLASSIFICATION(s) USE OCCUPANCY RESIDENTIAL R-3 TYRE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B HEIGHT AND FIRE AREA HEIGHT FiRE AREA HEIGHT. BUILDING ~E VERTICAL DISTANCE FROM GRADE PLANE TO UNLIMITED AREA THE AVERAGE HEIGHT 3 STORY OF THE HIGHEST ROOF AS PER TABLE 505 SURFACE NA LUMBER SPECIES AND GRADE ALL HOUSE FRAMING MATERIAL DOUGLAS FiR - LARCH #2 AND BETTER ALL EXT. BECK FRAMING MATERIAL DCA NC PINE #2 AND BETTER AREAS OF STRUCTURE BRAWL SPACE NA 3ASEMENT NA nRST FLOOR NA SECOND FLOOR NA FHIRD FLOOR NA BALCONY NA _OFT NA ~TTIC (HOUSE)to) NA STTIC (HOUSEXb) NA ~ARAGE NA ~TTIC (GARAGEX~) NA 3ONUS ROOM NA SCREENED PORCHES NA SUNROOM NA )ECKS 791 sq/f~ :OVEREO PORCHES NA 3OVEREB ENTRANCE NA ~OOL HOUSE/ CABANA NA JNCOVERED ENTRANCES NA (a) WITHOUT STORAGE (b) WITH STORAGE MINIMUM UNIFORM DISTRIBUTED LIVE LOANS (In Founds per squdre foot) USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 lB DECKS (f) AO 10 PASSENGER VEHICLE GARAGES to) 50 fa) 10 ATTICS WITHOUT STORAGE (b,e) lO 10 ATTICS WITH STORAGE (b,e) 20 10 BOOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPING ROOMS 30 10 STAIRS 40 (c) 10 GUARDRAIL AND HANDRAILS (d) 200 (c) 10 ROOF 50 10 a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA, b} NO STORAGE WITH ROOF SLOPE NOT OVER S UNITS IN 12 UNITS c) INBI~DUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 500-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SGUARE INCHES, WHICHEVER PRODUCES THE GREATER STRESSES, d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION R802.10,1 e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS TABLE R402,2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED COMPRESSION STRENGTH (a) (fo) TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL SEVERE (b) BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BASEMENT SLABS AND INTERIOR SLAB ON 2,500 GRADE~ EXCEPT GARAGE FLOOR SLABS BASEMENT WALLS~ FOUNDATION WALLS, EXN:RIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 5,000 (d) PORCHES, CARPORTS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) FOR SI: 1 POUND PER SQUARE INCH + 6,895 kpe (o) AT 28 DAYS PSi (b) SEE TABLE R301 2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBdECT TO FREEZING AND THAWING DURING CONSTRUC~ON SHALL BE AIR ENTRAINED CONCRETE IN ACCORDANCE ~TH FOO~OTE (d) (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. NO SUBSTITUTIONS AD Froming Hordware Shown on these PIons, Unless Otherwise IndlcDted, Is Simpson Strong- Tie. No Substitutions ere Approved or Authorized. Due to the Reletionshlps of Framing HBrdwDre to the other Components of the Structure, Dny FrBming Herdwore Substitutions wiill Render These Plons Null end Void, ond ~il[ Result [n the ]nstoller/ Contractor Assuming R!esponsibRity for the Design Dna PefformDnc9 of Dhe Entire System. APPI OVED AS NOTED 7Ri 1802 6 AM FO 4 'M :E)R TH~ FQLLOWINO !NbPfiCTIt NS ~OR POURED CONCREqE 8-P PP'NG EuECrr' ,:a~ & CAULKING & FINAL C.',:Te TION&ELECTRIC~L N i&iN6 & CONNEGTiON8 ~) COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVARONS ARE PROTECTED UNDER FEDERAL COPYRBHI [AW, PLANS MAY NOT RE REPRODUCED ~IFHOUT ~RITTEN AUTHORIZAllON, AL[ PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D LK, ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY PO THE BUYER. Acceptance of these drawings does not authorize the right to build without [he suthorizdion of 10c~l governing agencies, such os Suffolk County Dope of Health Ser~ces, Town Building Deportments, DEC, FEMA, otc. VerNy ell conditions, codes, and requirements with such dgencms pH0r to construction, .,n · DoAoK ASSOCIATES, LLC 506 Main SHeaf phone: (6311767-6071 Wesfhempfon Beach, New York fl978 fox: [631}466-3354 E-Mail: CAImB888@aol cam OWNERSHrP & USE OF DOCUMENTS: These drawings and specMicatfons includfng the ~deas, design ond arrangements represented therein, are the property of OA.K. ASSOCIATES, LLC. No part ehereo[ shall be copmd, disclosed to others or used in connectio~ wleh ony work or project other than for which they have been prepared without written consent. YORK NOTES. =ROJECT: AS BUILT DECK PLANS MANDUCA RESIDENCE OLD NORTH ROAD SOUTHOLD, NEW YORK )RAWING TITLE; GENERAL NOTES iSSUED FOR: DATE: JAMES d DEERKOSKIf PE D"A'K ASSOCIA~S, u~ AUGUST 8th, 2011 PROJECT NO: 95¢-2011 DRAWN BY: BDK BY: JJD NUMBER: G1 JDOB NUMBER' J OF ABOVE GRADE EXISTING HOUSE EXISTING DECK BENCH ~ EXISTING DECK 5/4'x U" DECRING 2 RISERS EXISTING HOUSE BENCH EXISTING POOL 40'-0"- 40'-0' ~1'-8"- DECKING PLAN _____J PROWDE HANDRAIL AS REQUIRED BY NYD CODE + 20" ABOVE GRADE ABOVE GRADE + §" ABOVE GRADE EXISTING POOL S DECKING lB" o¢ DECK JOISTS GRADE (2) 2x8 CCA GIRDER Ex4 CCA POST 12" x 12"~ 8" CONDRETE FOODNG (WIN,~6" BELOW GRADE) CROSS SECTION A SCALE: 114" = 1 '-0" EXISTING POOL CCA 16" 0¢ DECK JOISTS GRADE +/ (2) 2x8 CCA GIRDER A×A DCA POUT CROSS SECTION B EXISTING POOL GRADE +/- 12 x 12 8 CONCRE]E FOOtiNG (MIN, 36" BELOW GRADE) CROSS SECTION C Acceptonce of these drawings does not authorize the right to build without the oufhoriza[bn of local governing ogencies, such os Suffolk County Dept. of Heelth Services, Town Building Departments, DEC, FEMA, etc. Verify ell conditions, codes, end reqmrements with such ' ' to construction D oAo K ASSOCIATES, LLC 506 Main Street phone: (631) 757- BO71 Wesfhamplon Beach, New York 11978 fax' 15311466-3354 E-Mail: CArmBB88¢aoLcom )WNERSHIP & USE OF DOCUMENTS: These drawings and speciflcaEIons Including the Ehereln, are Ehe property of D.A.K, ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they h~ve been prepared wiBhout written consent, WORK NOTES: ~ROJECT: AS BUILT DECK PLANS MANDUCA RESIDENCE OLD NORTH ROAD SOUTHOLD, NEW YORK )RAWING TITLE: DECK PLAN DIMENSIONS & LAYOUT SET: ISSUED FOR: DATE' AUGUST 8Eh, 2011 ~ROJECT NO: 954--2011 }RAWN BY, BDK ]HECKED BY: JJD ~HEET NUMBER: A1 NUMBER: ]AMES d DEERKOSKI © D'A'K ASSOCA~S, ~c EXISTING HOUSE 13'-0" ~'-0" 18' ¢ I fY-0" +13"ABovE DRADE 2~8 CNA GIRDER~]~] ~ 2AB CNA GIRDERF~] I 2xR CNA ~DER F~ (2) 2x8 DCA GIRDER ,'~_ __ F~% (2) 2x8 cc^, 2xD CNA -16"eD 2x6 CNA qG"oc 2×N CC~IRDERF~~ LJ (2) 2x8 CNA GIRDLER F[] 2x8 CNA GIRDER · · EXISTING HOUSE · ~ 2xN GNA DIRER r' - · 2xN CGA GIRDER 2X8 CRA GIRDER (2) 2×8 DCA GIRDER 2x8 DCA GIRDER (2)~8 CCR GIRDER POST AND FOOTrNC LOCATIONS ARE ASSUMED CASED ON PARTIAL VISUAL INSPECTION AND STANDARD CONSTRUCTION METHODS EXISTING POOL · · (2) 2x8 CNA GRDER 2x6 DCA -16'oc 2x6 CCA -16"oc CNA GIRDER . (2) 2x8 CDA DIRDER (2} 2x8 CNA GIRDER · · ]_21 2xR CNA GIRDER POST AND FOOTING LOCATIONS ARE ASSUMED CASED ON PARTIAL VISUAL INSPECTION AND STANDARD CONSTRUCTION METHODS FLOOR JOIST LAYOUT PLAN EXrSTINC POOL HANDRAIL x 6 DECKING Dc DECK JOISTS (2) 2×8 CNA D[RDEN GRADE ExA DCA POST IN" 2' N" CONCRE~ FO0 lNG MR, $6' BELOW GRADE CROSS SECTION D SCALE: 1/4" = I'EY' ~Ax4 CCA POST CONC FIG + RD' ABOVE DRABE ~-4×4 DCA PONT + D" ABOVE GRADE EXISTING POOL HANDRAIL CROSS SECTION E SCALE: 114" = 1'-0" (2) ~N CNA DIRGF~ GRADE +/- 4xA CNA POST 12" x ~2"× R" CONGREE FOOWND (UIN, 3¢ DELOW ~ADE) Acceptonce of these drawings does Rot outhor[ze the right to bufrd without the author[zatfon of Iocol governing agencies, such os Suffolk County BeDE of Health Services, fown Building Deportmenb, DEC, FEMA, etD, Verify oil condiHons, codes, ond requirements with such to construcHon, D oAoK rte 506 Ma@ Sireet phone: (631] 767-6071 WesfhampbnBeach, HewYort 11978 fax: {631]466-3354 E-M@[: CArmSB88@ool,com & USE Th~se dr~wlngs and specABcmt]mns including the therein, are the property of DAK, ASSOCIATES LLC No part Ehereof shENI be copied, disclosed to others OF used in connecEIon with any work or project other thmn for which they h~ve Peen prepared without written consent, AS BUILT DECK PLANS MANDUCA RESIDENCE OLD NORTH ROAD SOUTHOLD, NEW YORK DECK PLAN STRUCTURAL PLAN iSSUED FOR. AUGUST Nth, 2Oll PROJECT NO: 934-2011 CHECKED BY: JJD A2 JAMES d DEERKOSKI, PE ~ D.A-K ASSOCIA~S,