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HomeMy WebLinkAbout37402-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Somhold, New York 11971 12/7/2012 CERTIFICATE OF OCCUPANCY No: 36076 Date: 12/7/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: RESIDENTIAL ADDITION 1050 King St, Orient, Sec/Block/Lot: 26.-2-39.7 Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 7/23/2012 pursuant to which Building Permit No. 37402 dated 7/27/2012 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: dormer addition to an existing single family dwelling as applied for. The certificate is issued to Schorer, Irwin & Schorer, Sara (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 37402 11/28/12 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 #: 37402 Date: 7/27/2012 Permission is hereby granted to: Schorer, Irwin & Schorer, Sara 1050 King St Orient, NY 11957 To: Construct a dormer addition to an existing single family dwelling as applied for At premises located at: 1050 King St, Orient SCTM # 473889 Sec/Block/Lot # 26.-2-39.7 Pursuant to application dated To expire on 1/26/2014. Fees: 7/23/2012 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ADDITION TO DWELLING Total: $257.60 $50.00 $3O7.60 Form No. 6 TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY Tiffs application must be filled in by typewriter or mk 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, properly lines, streets, and unusual natural or topographic features. 2.Final Approval from Health Dept. of Water supply aud sewerage.disposal (S_9 form). 3.Approval of electrical installation from Board of Fire Underwriters. d. 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. or ex~stmg braidings (prior to April 9, 1957) non-conforming nses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, milding and unusual natural or topographic features. · 2. A properly completed application and consent to inspect signed by thc applicant. If a Certificate of Occupancy is denied, the Building Inspector shall sta~e the reasons therefin' m xxi lting to the applicant. C. Fees Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swirmning pool $25.00, Accessory building $25.00, Additions to accessol y building $25.00, Businesses $50.00. 2.Certificate of Occupancy on Pre-existing Building - $100.00 3.Copy of Cellificate of Occupancy - $.25 4.Updated Cmlificate of Occupancy ~ $5000 5Ten:Lporary Ceilificate of Occnpancy - Residen(ial $15 ()(I. ( 2>nlmC~cial $1500 Location of PropeTty: IOB'UO House No. Owner or Owners of Property: Old o~ Iq¢-existing Building Street (check one) 1 lamlet Suffolk Courtly Tax Map No 1000, Secliou Z~ Block Subdivision Heallh 1)eN Approval: I lndcrxxt ~lers Apl)~oxal: (check one) Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971 0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 roflor, richert~town southold.n¥.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Irwin Schorer Address: 1050 King St City: Orient St: NY Zip: 11957 Building Permit #: 37402 Section: 26 Block: 2 Lot: 39.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric LicenseNo: 578-e SITE DETAILS Residential Commerical New Addition Service 1 ph Service 3 ph Main Panel Sub Panel Transformer Disconnect Other Equipment: Office Use Only Indoor [~ Basement ~ Service Only ~ Outdoor 1st Floor Pool Renovation 2nd Floor Hot Tub Survey Attic Garage INVENTORY Heat ~ DuplecRecpt ~ Ceiling Fixtures ~] HIDFixtureSs~ Hot Water GFCI Recpt Wall Fixtures ~ Smoke Detectors NC Condenser Single Recpt Recessed Fixtures ~ CO Detectors NC Blower Range Recpt Fluorescent Fixturel I Pumps Appliances Dryer Recpt Emergency Fixture Time Clocks Switches Twist Lock Exit Fixtures [~ TVSS Notes; Inspector Signature: Date: Nov 28 2012 81-Cert Electrical Compliance Form.xls TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUN~)ATION 1ST [ ]ROUGH PLBG. [ ] F~;)UNDATION 2ND [ ]INSULATION [~] FRAMING/STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU~H) [ ] ELECTRICAL (FINAL) REMARKS: /~~ DATE //~//~9//~ ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ~INSULATION [ ]FRAMING/ST~ING [ ]FINAL []FIREP~CE&CHIMN~ []FIRESAF~INS~ION []FIRER~.TCONSTR~ION[].RER.I~NETRATIO. []ELECTRICAL(ROUGH) []ELE~RICAL(FINA~ REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) ['~ELECTRICAL (FINAL) REMARKS: ~/~ ~ ~.. c' ~..~ ~-~ DATE // 7 '~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I~TION [ ] FRAMING / STRAPPING [~,,,~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. Examined Approved Disappr~d a Expiration. ~ ,20 //¢ JUL ;:i? 3 BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: 3ATION FOR BUILDING PERMIT INSTRUCTIONS Date OrT- I '7 ,20 1 ~_ 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 promises, relationship to adjoining promises 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 fi.om such date. lfno 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. Therealter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance ora 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 inspectio~ 14 (Signature of applicant or name, ifa corporation) D.~. ~,~ ~, (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises ~/~O~t,, ~C-tqOeJEtL '~ ~AO.h ~E~'..t.l, qa~4 %~-I~oJrr-.tt- (As on ihe tax roll or latest deed) I~pplicant is a.c~rporation, signature of duly authorized officer ~a~d title of co,orate 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 O 2[, Block 2 Subdivision 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 "~ ~.,-rrt t~c_ b. Intended use and occupancy ~ ~ t~,, ~n, ~_ 3. Nature of work (check which applicable): New Building. Addition X Alteration Repair Removal Demolition Other Work Estimated Cost ~ I~'~ oo0 If dwelling, number of dwelling units If garage, number of cars Fee (Description) (To be paid on filing this application) Number of dwelling units on each floor Nh 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front t/Od Rear c/O' _Depth Height 2l~"-IO" Number of Stories ;2. Dimensions of same structure with alterations or additions: Front t-/0' Depth ~c/~ Height. ,~{,'- 1o" Number of Stories 8. Dimensions of entire new construction: Front //t_ ~ Rear Height (~ ~'-q" Number of Stories {~(~q~oo~ 9. Size of lot: Front IZS" Rear i(o0' .Depth Rear qo' //!3 Depth (~. Sob 10. Date of Purchase ['~ I 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 from premises? YES 14. Names of Owner of premises ~u oe.F-~L Address ot4~,,rr, ~ rl~ tl~t~q Phone No. Name of Architect troy.. 0~*sot_ ~.cc. Address ~,~o~?~ t~'- Phone No Name of Contractor Address Phone No. NO × 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * lF 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 · IF YES, PROV1DE A COPY. NO × STATE OF NEW YORK) SS: COUNTY OF ) ~q/~rT ~. ~'O4_- being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCH Notary Public, State of New York (S)He is the /~",JT' No. Oln~ (Contractor, Agent, Corporate Officer, etc.) Qualified in suft~l~unty . · Commission Expires April 14, 2 of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this Notary Public S~f Applicant  Town of Southold - Chapter 236 - Stormwater Management SWPPP. Storm Water Pollution Prevention Plan Assessment Form GgNERAL INFO~ON: (All Requested Information is Required for a Complete Application) X~_~,~ ~,,~ ~ ............................................ ~ ~,~ ~ ~ ~ ............................................ I .-...: ~ i~ ~ ~0~. co~ ............................................. ~11 th~ P~ ~u~ ~e (5) ~ B~ ~m ~ ~ ~ ................................................. ~ ~me ~ng t~ P~ ~1~ ? y~~ .............................................. ~ To ~ ~e R~ linens ? Y~ No b. ~ ~e ~P Indi~ H~ F~ue~y ~ ~ ~ Irises will ~r and ~r ~ ~ ~ ~ ? Y~ No c. ~SWPPP~Iy~e~Tem~ ~ ~ .................................................... s~/or Pe~ S~ ~ ~ ? Y~ No ...................................................... d. ~s ~e 8WPPP A~q~ ~ a Compl~ ~ ~ ...................................................... PmJ~ ~ng Plan ? Y~ No Pm~l~ ~t ~11 ~ U~ ~ ~ ~ O~l~ ? Y~ No .............................................. f. ~ ~ ~l~nt Sub~ a Com~ DEC N~ ~I~andSWPPP~F~rR~ ~ ~ ~~(~'~'~'~F~ CO~ OF ........................................... ~ Nota~ Public, ~ate of New Yo~ No. 01BU618~ ~t ' Q~a~f[ed. ip ~uffolk C~n~l ~ ~ [, .....~...B~,,~.~.~ ................................. ~aa~ - . s~ ae~s ~~~ for P~g ~er ~or ~p~sen~ of ~c 0~ or O~e~, ~d is d~y au~o~d ~e ~d f~e ~ ~p~on; ~ ~1 s~mea~ con~ ~ ~ ~ppli~oa ~ ~c m ~c best offs ~o~c~ ~ ~; ~d · ~ ~c ~rk ~ ~ ~ffo~ed ~ ~e ~mer set fo~ S~m to bcfo~ me ~; .............. ............... .................. ............................ ........................... SWP~'P Assessment FORM: 03-12 O For Depal-lment Use Only: ~.~, T.O.~. "SWPPP" Preparation Chapter 236 Storm Water Pollution Prevention Plan Review Checklist Checklist ~ I ~000 REQUIRED P~ INFORMATION AND IMPLEMENTATION D~AILS: [ ~ ' (Does the SWPPP Adequately Provide for ancot Indl~te the Following:) ~ YES , NO ~ N.A. ~ EXplanation for NO or N.~. Plan Sheet ...................... ' . _ · ~ : 1, Drainage Calcula~ons & Sto~water BMPs Des~n~ ~ ~n~ln a Two Inch Rainfall On S~te ~,~ 2. Cons~mlon P~slng P an nd ~ane Sea~ o~-~s[~{igg Ag+~.i;~ ' ~ ~ 3. General Logan M~p. - .............. ~ ~_ __~ ~ d. ~1 ~s ~em To.oil Is to ~ R~oved. S~plled ~d ~;~l~l~'~ti~l~ ' ~ ' ~ c ....................................... ~. All Tempo~ & Pe~nent Sto~~-~[~s~e~ -~r~o~e~: ~,~i~ ..................................... . T~ :-: ....... ~ ...... : ~ .... '~', '~' ",~'- ................. ~ _ ~t~ ~ ~da~ D~ln~e Dud~ P~ of P~k Runoff I '~' ~ .................... & Sto~wamr Runoff ~ M~u~. . ~1 I~1I~1~1~ ~_~_~[~ Design Manual Te~nl~l S~nda~. ~ 13 Te~ ~ ~m ~1 ~ Conve~ed to Pe~ane~ ~n~ I ..... 15. Malntenan~ ScheduJe ~-~ ~o~i~o~ ~i~ ~C~r~g ........ ; : ; ~ ......................................... Impacted b~ D~e~e~ ->~o[~c~A~R~.- ......................................... ., I.I l l~ .................................... 19. IdentlflcaaonofNl~n~r(s /Sub-ContinUoUs Res~nsbefor~~o-"~ , ~F ....................................... Repalfln~, Repladn~, Insp~n~ and Malntalnin~ ~e Erosion & Sediment Control Praca~s. ,~,~, Ex\<~.t~×~Cj "~'-. No ~clt~_~,s~- I~ P_eoF Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971~)959 Telephone (631) 765-1802 · ax (631) 76 5 ro,,er..ohe tC ow..so gq .nv.us BUILDING DEPARTMENT TOWN OF $OUTHOI.,D APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: ~,d(Iress: Phone No.: Date: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: ,_~ 7~--/~ ,9, Tax Map District: 1000 Section: ~.~ Block: .Q Lot: ._~,~' *BRIEF DESCRIPTION OF WORK (Please Pdnt Clearly) (Please Circle All That Apply) *Is job ready for inspection: *Do you need a Temp Certificate: (~/NO YES ~ R~hl~ Final Temp Information (If needed) *Service Size: 1 Phase *New Service: Re-connect Additional Information: 3Phase 100 Underground 150 200 300 350 400 Other Number of Meters Change of Service Overhead PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET t O '~ O VILLAGE DIST. SUB. LOT __FORMER OWNER N S ~ W CODE DA~ OF CONST~TI~ Tillable FRONTAGE ON WATER W~lond FRONTAGE ON ROAD 26.-2-39.7 9/06 Ejcl~sl~o n Basement FIoors //~K~2~)_- ~,~ ~"/~". ~ ~ Ext. Walls ' Hea~/C~/ Extension FirePlace Porch~c~a ~k ~= ~% ~' %~ k%% Pool A~ic Deck/~ ]Z X ~: ~A~7~ .~F /8~/ Patio RoomslstYloor Breezeway Driveway Rooms 2nd Floor Garage /~ ~ ~= ~ /~ O.B. ~su~zz ~ ~J~H D~~. FEB 0 5 1985 ~,. D. r~. #.Z~.v..~7 2he sewage disposal ~r.~/ ~,nter ~apply facilitSes for this ico'~q';o~ have been ~nspected by thim d~p~%men~ ~d Chief. Of ~eneral CONTRACTOR NOTES GENERAL NOTES: , ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE REST TRADE PRACTICES. 2 BEFORE COMMENCING WORK, TRE 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 SOUTHOLD, NEW YORK, AGENCIES 5, MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK SRALL 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 TBE 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 RESPONSIBILII~' FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: PLUMBING, ELECTRICALS, ETC. 7. 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 SIGN OFFS. 8. 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. 9. THE CONTRACTOR SHALL DO ALL CUIqNNG, PATCHING, REPARING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB, 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED, 1. 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 OAK ASSOCIATES, LLC, NO CONSTRUCTION WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT rS APPROVED, 1 2, THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE RESOLUTION, 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELAYED SITE WORK, AND HE WILL RE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, 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 A~ENTION FOR IMMEDIATE RESOLUTION, GENERALNOTES:: Wood: 5 All studs to be SPF #2 or better, and all other structural wood to be Douglas Fir #2 or better. All structural wood shall be in accordance with the national design specificdDons for wood construction Nailing schedulle shell be in occordance with the speclDed code Pre-manufactured trusses a, All trusses shall be "shaped" as shown on architectural cross sections, b, Trusses shall bear a boca number and shall be manufactured by a registered monufacturer, Erect and brace trusses [n accordance to truss plote institute recommendations. Plywood sheathing All a. All plywood shall be in occordance with the American Plywood AssociaDon (APA) specificaUons. b. Plywoo~d sheathing shall be continuous over two or more spans with grain of face plys across supports corportuRon or equal. sins shall be pressure preservative brooded (.4 PSF retention) GYP #2 ar Letter. Design values: Fmmimg Lumber: DF (north) E = 1,600,000 PSI Fv = 95 PSI Fb - 825 PSI - latest ed~bon. Design values: a, Laminated Veneer Lumber (LVL): E = 1,900,000 PSI Fv - 285 PSI Fb = 2600 PSI No. 2 or better DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, NOTE DEERKOSKI, ARM & KEBL 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 RESPONSIBILITY IN REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS AR]SiNG 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 ACCORDANCE WiTH THE DRAWING OR CONTRACT BOCUMENTS. DOCUMENT NOTES THESE CONSTRUCTUON DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKN ARM .A KEHL ASSOCIATES, LLC, HARMLESS FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 5 6 SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, 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 B. LOCKED AREA. C, ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION D, ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH MATERIALS ARE TO BE KEPT AWAY FROM HEAT. E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILBINGS, OR ANY FLAMMABLE GAS 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 C, HEAVY DROP CLOTHS. DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE ACCUMULATION. NOISE AFTER HOURS: A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: DAM TO 6PM, MONDAY TO FRIDAY, B. EXCEPT LEOAL HOLIDAYS. CONTRACTOR MUST OBTAIN WRIZ-EN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATINGs WATER, OR ELECTRICAL SERVICES TO THE OWNER, CONSTRUCTION WORK WILL BE CONFINED TO THE VNORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEIGHHBORS. SPECIAL SAFE]~' 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 SAF~ffM 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 AND MEET ALL CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE, IF UNSATISFIED, THE CONTRACTOR SHALL INDICATE WHATEVER ACTION N~-CESSARY, OR RENDER SAFE~Y CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY, DF 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, DAK 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 IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. GROUND I W~ND 1 SEISMIC SEVERE SNOW -- DESIGN FROST LINE LOAD SPEED (mph) CATEGORY WEATHERING DEPTH ¢5 Ibs/sqft/ 120 (mph) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WINTER ICE SHIELD MODERATE TO HEAVY SLIGHT" DESIGN UNDERLAY- TERMITE DECAY TEMP MENT REQUIRED TO MODERATEI11 degree~ YES DESIGN CRITERIA PRESCRIPTIVE DESIGN ] USES(s) AND OCCUPANCY CLASSIFICATION(s) USE OCCUPANCY RESIDENTIAL R-S TYPE OF CONSTRUCTION (CHARTER 6) TYPE GROUP V B HEIGHT AND FIRE AREA HEIGHT FIRE AREA HEIGHT BUILDING THE VERTICAL DISTANCE FROM GRADE PLANE TO UNLIMITEB AREA THE AVERAGE HEIGHT S STORY OF THE HIGHEST ROOF AS PER TABLE 505 SURFACE = 14'-7~" AS PER SECTION 502 OF THE BUILDING CODE OF NEW YORK STATE, TOTAL HEIGHT FROM RIDGE TO GRAPE 17'-7~" LUMBER SPECIES AND GRADE SUBJECT TO DAMAGE FROM ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ALL EXT DECK FRAMING MATERIAL CCA NC PiNE #2 AND BETTER AREAS OF STRUCTURE CRAWL SPACE NA BASEMENT NA FIRST FLOOR NA IEW SECOND FLOOR 82 SQ/FT THIRD FLOOR NA ~ALCONY NA LOFT NA ATTIC (HOUSE)to) NA ATTIC (HOUSE)th) NA NEW GARAGE NA SECOND FLOOR GARAGE NA BONUS ROOM NA SCREENED PORCHES NA SUNROOM NA DECKS NA COVERED BREEZEWAY NA COVERED ENTRANCE NA POOL HOUSE/ CABANA NA UNCOVERED ENTRANCEE NA to) WITHOUT STORAGE (b) WITH STORAGE MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (In pounds per square foot) FLOOD WIND EXPOSURIE HAZARDS CATEGORY 1984/1998 USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 10 DECKS (f) &O 10 PASSENGER VEHICLE GARAGES (a) 50 (a) 10 ATTICS WITHOUT STORAGE (b,e) 10 10 ATTICS WITH STORAGE (b,e) 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPING ROOMS 50 10 STAIRS 40 (c) 10 GUARDRAIL AND HANDRAILS (d) 200 (c) 1D ROOF 30 10 a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- pOUND LOAD APPLIED OVER A ZO-SQUARE-INCH AREA. b) NO STORAGE WITH ROOF SLOPE NOT OVER 5 UNITS IN 12 UNITS, c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A SOO-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SOUAREINCHES, WNICHEVER PRODUCES THE GREATER STRESSES d) A SINGLE CONCENTRATION WITH WOOP TRUSSES SHALL BE DESIGNED IN ACCORDANCE ~TH SECTION R§02,10,1, e) SEE SEC~ON R502,2,1 FOR DECKS ATTACHED TO EXTERIOR WALLS TABLE RW02,2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED COMPRESSION STRENGTH (a) (lc) ~PE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERINO POTENTIAL SEVERE (b) BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BASEMENT SLABS AND INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) BASEMENT WALLS, FOUNDATION WALLS~ EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORN EXPOSED TO THE WEATHER 3,000 (d) PORCHES, CARPORTS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) FOR SI: 1 POUND PER SQUARE INCH + S.895 kpa (a) AT 28 DAYS PSI (b} SEE TABLE R501,2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACOORBANCE WITH FOO~qOTE (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, N.Y. STATE ENERGY CODE PRESCRIPTIVE DESIGN AS PER CHAPTER 1 OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, SECTION 101.zI.~, ADDITIONS, ALTERATIONS, RENOVATIONS OR REPAIRS, ADDITIONS AND ALTERATIONS SHALL CONFORM WITH SECTIONS 101.4.4.1 - 101.4.4.5 101.4-,4.1 ADDITIONS: ADDITIONS SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTION(S) OF THE EXISTING OR BUILDING SYSTEM(S) TO COMPLY WITH CODE. ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD BUILDING SYSTEMS. EXISTING 101.4.4.5 OTHER ALTERATIONS WHERE LESS THAN 50% OF A BUILDING SYSTEMS OR SUBSYSTEMS, MEASURED IN UNITS APPROPRIATE TO THAT SYSTEM, IS REPLACED OR WITHIN ANY 12 MONTH PERIOD, ALTERATIONS TO THAT PORTION OF THE SYSTEM SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING SYSTEMS OR SUBSYSTEMS. SECTION 402 BUILDING THERMAL ENVELOPE 402.1 INSULATION AND FENESTRATE CRITERIA, THE BUILDING THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OF TABLE 402.1(1) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER APPROVED AS NOTED DATE~I~.p. # 785-1802 8 AM TO 4 PM'FORTHE FOLLO~NG INSPECTIONS: E FOUNDATION - TWO REQUIRED FOR POURED CONCRETE ~ ROUGH. F~ING, PLUMBING, STRAPPING, ELECTRICAL & CAULKING 3 INSU~TION 4 FINAL- CONSTRUCTION & ELECTRICAL MUST BE COMPLETE FOR CO ALL CONSTRUCTION SHALL ME~ ~E REQUIREMENTS OF THE CODES OF NEW YORK STATE NOT RESPONSIBLE FOR DESIGN OR CON8~UOTION ERRORS ELECTRICAL INSPECTION REQUIRED ALL CONSTRUCTION SHALL MEET THE REGUIRF. MENTS OF THE C.~ OF NEW YORK 8TMF.. FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, AND THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 BBC HIGH WIND EDITION, NOTE: ALL ROOMS MEET OR EXCEED THE NYS, STANDARDS FOR THE NATURAL LIGHT AND VENTILATrON REQUIREMENTS, 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. SHEATHING NOTES. ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 BBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (5) SHEATHING TO EQUALLY SPAN 2NB FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NO SUBSTITUTIONS All Framing Hardware Shown on these Pi~ns, Unless Otherwise Indicoted, Is S[rmpson Strong- Tie. No Substitutions are Approved or Authorized. Due to the Relationships of Framing Hardware ED the other Components of the Structure, any Framing Hardware Substitutions will Render These plans NuN ~nd Void, and will Result in the Installer / Contractor Assuming IResponsibility for the Design and Performance of the Entire Syshem, ~'~ COPYRIGHT 2011 ELK ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ABE PROT~CED UNDER FEDERAL COPYRIGHT LAW PLANS MAY NOT BE REPRODUCED ~THOUT ~RIYEN AUI~ORIZANON. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D,A,K. ASSOCIATES, LLC, THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM IHESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, Acceptance 0[ those dr0wings does not 0uth0rize the right t0 build without the auth0rlza[ion 0l local governing agencies, such as Suffolk County DepL of Heolth Serv'ces, Town Building Departments, DEC, FEMA, etc. Verify ell conditions, codes, end reqmremen~s with such ugencms prior to D°AoK ASSOCIATES, 506 Main Slreet phone: [631) 767-6071 Wm~hampfon Beach, New York I Ig?~ fax: 1631) 466-3354 E-Mail: CArmS~88@aol.com )WNERSHIP & USE OF DOCUMENTS: These drawings ~nd speclficeUons includln9 the ~de~s, design (:nd ~rrongements represented therem, ere the property of D.A.K. ASSOCIATES, LLC No per[ thereof sholl be copied, disclosed or project other thon for which they hove been prepored without written consent PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. WORK NOTES' PLUMBING ALL PLUMBING WASTE & WATER UNES NEED TEETING BEFORE COVERING RETAIN STORM WA'IER RUIIOFF PURSUANT TO CHARTER OF THE TOWN CODE. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY PROdECT: SCHORER RESIDENCE 1050 KING STREET ORIENT, NY, 11939 DRAWING TITLE' GENERAL NOTES SET, ISSUED FOR: DATE: SEAL: DATE' JUNE 19, 2012 PROJECT N~~-- JJD G1 D D'A'K ASSOCIA~S, LLC H7 H6 MODEL NO LFTA MODEL ND, MTS10 MTSCO LST20 MODEL NO LTP¢ MODEL NO HD2A MODEL NO. MODEL LBTA21 MODEL NO. MSTA24 MODEL ND 0616 MODEL NO, SIMPSON STRONG-TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION DIMENBIONS NOTE: REFER TO SIMPSON WOOD CONSTRUCTION CONNECTORS MANUAL FOR ALL FOOT NOTES AND PROPER INSTALLA~ON PROCEDURES (TOTAL) MATERIAL ALLOWABLE UPLIFT LOADS LENGTH OF BOLT IN WOOD MEMBER ALLOWABLE UPLIFT LOADS (153) LENGTH OF BOLT IN WOOD MEMBER DIMENSIONS DIMENSIONS FASTENERS HOLDOWN DEFLECTION AT HIOHEST ALLOWADLE LOAD DEBIBN WHEN RAIDED OFF FASTENERS UPLIFT LOADS OF / sp DIMENSIONS FASTENERS (TOTAL) NAILS FASTENERS CUT LENGTH (TOTAL) CODE REF, 7, 40, 127 FASTENERS MODEL NO CODE REF, CODE REF, 7, 40, 127 NOTE: ALL HANGERS TO BE USED ON THIS PROJECT ARE TO BE TOP MOUNTED UNLESS OTHERWISE NOTED, FAILURE TO COMPLY WITH ALL NOTES ON THIS PLAN WITHOUT WRWTEN AUTHORIZATION BM A LICENSE PROFESSIONAL ENGINEER, PLACES ALL LIABILITIES ON P~E CONTRACTOR, LATERAL UPLIFT (153/160) r~ DETAIL "A" LFTA LFTA LFTA LTP4 DETAIL LTP4 Simpson Strong-Tie FLoor to-Ftoo~ Connections MTS16 LTP4 MTS16 Hg2A LTP4 LTP4 Simpson Strong-Tie FLoor-So-FLoor DETAIL "C" Connections TAKE-UP WASHER LFTA CNW- COUPLER NUT HD~A CNW-- COUPLER NUT DETAIL "D" Simpson Strong-Tie ROD SYSTEM MTS20 LTS20 SP4 LSTA21 DETAIL "E" DETAIL "F" LSTA21 DETAIL "G" Equal number specified nails In each end Simpson CS16 DETAIL "H" Strong-Tie sson Stromg-Tle LUS46 DETAIL 'T' HUS~iO 2 DETAIL "J" DETAIL "K" ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY EQUAL TO OR GREATER THAN TINE REQUIRED AMOUNT CALCULATED FOR EACH CASE. SHEATHIND NOTES: ALL SHEATHING TO BE NAILED lin ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 BBC HiGH WIND EDITION. (1) SHEATHING TO (2) SHEATHING TO (3) SHEATHING TO (4) SHEATHING TO BE NAILED TfO CCA SILL EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES BE NAILED TfO TOP pLATE NO SUBSTITUTIONS ALL Frcming hardware sho~wn on these ploms, unless otherwise Indicate~d, is Simpson Strong Tie, No substitutloms are approved or authorized, Due to the relationships oF ?ramlm9 hardware to the other components o{F the structure, any Framing hardware substitutions will render these plans null end void, and will result in the Installer/contractor assuming responsibility F~r the design and pemFopmance oF the emtllpe system, D°A°K ASSOCIATES, LLC 506 Main 61reel phone: [631) 767- 6071 Westhampf0n Beech, New York 11978 fax: {631) 466-3354 bMaL: CArm888B@a01,com DWNERSHIP& USE OF DOCUMENTS These drawings and specifications including the therein, ore the property of D,AK ASSOCIATES, LLC No port thereof shoe be copmd, disclosed or project other than for which they hove been prepared without written consent. WORK NOTES PROJECT, SCHORER RESIDENCE 1050 KING STREET ORIENT, NY, 11939 DRAWING TITLE SIMPSON WINDLOAD CHARTS & CALCULATIONS & STRONG-TIE DETAILS SET: ISSUED FOR: DATE: SEAL: JUNE 19, 2012 >ROJECT NO, 953-2012 )RAWN BY: BDK :HECKED BY: JJD ~FIEET NUMBER' G2 JAMES d DEERKOSKI © D.A.K ASSOCIATES, PE NUMBER: OF BEARING POINT INSURE POSTING TO FOUNDATION WBx18 WBx18 EX, BABEMENT 5~" DIA, STL, COL. CONC FOOTING _ ~ WBxl8 /~[iEARING POINT t iNSURE POSTING O FOUNDATION UNEXCAVATED EX BASEMENT 3~" DIA, STL, COL, GONG, FOOTING _ ~ WBx18 EX BABEMENT .§ EX, BASEMENT 5~" DIA, STL COL, CONC, FOOTING EX, BABEMENT WBx18 EX. FOUNDATION PLAN SCALE: 1/4": 1 '-0" J REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TiE DOWN DETAILS LINE OF CATHEDRAL CEILING-- iN BEDROOM #1 EXISTING BEDROOM //1 INSURE POSTING O FOUNDATION EXISTING (2)2x10 GIRDER EXISTING BREAKFAST EXISTING DEN EX BATH CL. EXISTING KITCNEN EXISTING DINING ROOM EX, GARAGE BEARING POINT t ~ INSURE POSTING TO FOUNDATION EX LlaNO ROOM EX. FIRST FLOOR PLAN SCALE: 1/4": iLO" (~) COPYRIGHT 2011 D.A.K ASSOCIAES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS NAY NOT BE REPRODUCED WITHOUT WRITTEN AU~ORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D,&K, ASSOCLATES, LLC, lHE RIGHT TO BUILD ONLY ONE S~UCTURE FROM THESE PEANS iS LICENSED EXCLUSIVELY TO THE BUYER Acceptance of these drawings does not authorize the right to build withouk the euthoRzaUon of local governing agencies, such os Suffolk County Dope of NeeTih Services, Town Building Depor!meet!, DEC, FEN& otc, Verify all condNions, codes, and reqmrements with such to construction. D°A°K ASSOCIATES, LLC 506 Main Sireef phone: M31}765-1862 WeMhampfon Beach, New York 11978Iax: (63B 466-3354 E-Mail: ssbn654@o¢onBne,nef )WNERSHIP & USE OF DOCUMENTS These drawings (]nd speclficaUons includrng the therein, (]re the property of D A,K, ASSOCIATES, LLC No p(]rt thereof shall be copied, disclosed to others or used in comnecDon with any work or project other than for which they have been prepared without written consent, NORK NOTES: PROJECT. SCHORER RESIDENCE 1050 KING STREET ORIENT, NY, 11939 DRAWING TITLE: FOUNDATION PLAN AND FIRST FLOOR PLAN SET: ISSUED FOR: DATE SEAL: DATE: JUNE 19, 2012 ~ROJECT NO' 953-2012 DRAWN BY: BDN CHECKED BY: JJD SHEET NUMBER A101 dAMES J D"A"K ASSOC~A~S, ~c DOB NUMBER: PE Bearing Point Provide Postin To Foundation x NORTH ELEVATION SCALE: 1/4''= 1'-0" BEDROOM #1 Below I~'-¢~ II ~2)1~"x 18" LYE Up-set Beam II Framed well New Windows · ~F Rldg® TF FT --9 II II BII ~ BATH EXISTING Section of Roof BEDROOM #2 :romed on Top of Existing Roof Bearing Point ---Provide Posting It To Foundation ATTIC BEDROOM #3 ~ ~luer eWoT? ~ ts ;hr ~emDe~r m e ~ Directly Bver Th' W°G ~_i The Room SECOND FLOOR PLAN LIVIND ROOM BELOW SCALE: 1/4" = 1'-0" EAST ELEVATION SCALE: 1/4" = 1'~0" REFER TO GENERAL NOTES FOR ALL SERAPPING, NAILING, FASTENfNG AND TIE DOWN DETAILS RIDGE SECOND FLOOR HEIGHT ~ALL HEIGHT IN NEGNOOM ¢/I FIRST FLOOlt REI~T (~) COPYRIGHT 2011 D.A.K ASSOCIATES, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE PROFECTED UNDER FEDERAL COPYRIGHT LAW PLANS MAY NOT BE REPRODUCED ~]FHOUF WRITEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPER]" OF D,A,K. ASSOCIAFES, LLC. PRE RIGHT TO BUILD ONLY ONE S~UCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER Acceptance of these drawings does not authorize the right (0 build with0u( the authorization of Iocol governln§ ogencles, such os Suffolk County Dept. of Health Services, Town Building Doper!men[!, DEC, FEMA, etc. Verify oil conditions, codes, ~nd requirements with such t0 construction D°A°K ASSOCIATES, LLC 506 Main Street phone: (631] 765-1862 WeMhamplon Beech, New York 11978 fax: (631) 466-3354 E-Mah ssbn6548op]onlJne,net OWNERSHrP & USE OF DOCUMENTS: These drawings end specificmt~ons including the thereln, are the property of D.AK ASSOCIATES, LLC, Ne part thereof shoR be copied, dlsclosed Lo others or used in connection with any work or project other than for which they have been prepared without wNtten consent, ~ORK NOTES PROJECT SCHORER RESIDENCE 1050 KING STREET ORIENT, NY, 11939 }RAWINO TITLE, ELEVATIONS AS NOTED & SECOND FLOOR PLAN ISBUED FOR: DATE: SEAL: DATE: JUNE 19, 2012 953-2012 DRAWN BY' BDK CHECKED BY: JJD A201 JAMES d DEERKOSKI D'A'K ASSOCIATES, DOB NUMBER: PE Plat/ 2XJBottom R-30 Insulation 2X8 C,J. @ 16"oc. Match Existing Fascia And Soffits. 2 CDX Sheathing 2x4 Studs 16"oc. R-15 Insulation lx6 VJ Cedar Siding Verify With Owner Match Existing Roof Shingles III 2x10 Ridge Beam d 0 Continuous (2)1 zb"x117 LVL Ridge Beam COX Roof Sheathing Rafters - 16"oc. lx6 Fascia and Rake r/ d RIDGE B" LVL Up-set Beam EXISTING BEDROOM #2 .1 Post To Foundation Solid Blocking II II EXISTING XDROOM II II II SCALE: 1'-0" Boards (Match Existing) Windows to Match Existing FASCIA eewall LINE OF ROOF INTERSECTION WITH WALL Gable Wall SECOND FLOOR HEIGHT WALL HEIGHT IN BEDROOM #1 FASCIA Post To Foundation Blocking REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS (~]) COPYRIGHT 2011 D A.K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVAgONS ARE PROTECTEO UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WITHOUT MITTEN AU~ORIZA~ON. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D.A K. ASSOCIATES, LLC. ENE RIGHT TO BUILD ONLY ONE SIRUCIURE FROM ~dESE PLANS IS LICENSED EXCLUSIVELY lO ME BUYER. Acceptance Gl these drawings does not authorize the right to build WlwiOU[ the edhorizdion of local governing Qgencies, such os Suffolk County Depl of HeaUh Services, Town Budding Depar~meds, DEC, FEMA, ewE, Verify all cordwions, codes, end requirements wilh such agencies prior 1o constmcUon. D oAoK ASSOCIATES, LLC 50B Main 5Neel phone: (631) 765-1862 Weslhamplon Beach, New York 1197B fax: (631] 466-3354 E-Mail: ssbn654@optonllne.ad P & USE OF DOCUMENTS: These drewlngs ond specificotions mcluding the ideos, design ond orrongements represented therein, are the property of DA.K ASSOCIATES, LLC, No port Thereof shall be cap*ed, dlsclosed to others or used in connection with any work ~ORK NOTES' ROJECT: SCHORER RESIDENCE 1050 KING STREET ORIENT, NY, 11939 DRAWING TITLE: CROSS SECTION ISSUED FOR, DATE: SEAL: DATE: JUNE 19, 2012 PROJECT NO': -- g 53- 2012 BDK CHECKED BY: JJD SHEET NUMBER A301 JAMES J OEERKOSKI, PE © D.A.K ABSOCIAI'~S, ~ NUMBER: