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HomeMy WebLinkAbout37137-ZTown of Somhold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 12/6/2012 CERTIFICATE OF OCCUPANCY No: 36071 Date: 12/6/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: RESIDENTIAL ALTERATION 1025 Ninth Street, Greenport, Sec/Block/Lot: 48.-2-32.2 Filed Map No. conforms substantially to the Application for Building Permit heretofore 4/5/2012 pursuant to which Building Permit No. was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions & Alterations to an Existing Single Family Dwelling: Lot No. filed in this officed dated 37137 dated 4/13/2012 Kitchen, Bath, Mudroom, Deck, Pantry, as applied for. The certificate is issued to Armando & Corazon Enriquez (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 8/9/12 37137 10/16/12 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 #: 37137 Date: 4/13/2012 Permission is hereby granted to: Armando & Corazon Enriquez 62 Andrews Street Manhasset, NY 11030 To: Additions & Alterations to an Existing Single Family Dwelling; Kitchen, Bath, Mudroom, Deck, Pantry, as applied for. At premises located at: 1025 Ninth Street, Greenport SCTM # 473889 Sec/Block/Lot # 48.-2-32.2 Pursuant to application dated To expire on 10/13/2013. Fees: 415/2012 and approved by the Building Inspector. CO - ADDITION TO DWELLING SINGLE FAMILY DWELLING - ADDITION OR ALTERATION Total: $50.00 $398.00 $448.00 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 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 oi"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. Ifa Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. 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. CertificateofOccupancy on Pre-existing Building- $100.00 Copy of Certificate of Occupancy - $.25 4. Updated Certificate o£Occupancy - $50.00 5. Tenqporary Certificate of Occupancy ~ Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: Location of Property: ( ~)~'~ House No. Street Owner or Owners of Property: ~/~P~ ffZ ~/L~ Suffolk County Tax Map No 1000, Section Subdivision Permit No. ~.~ r'? L 5"~ Date of Permit. Health Dept. Approval: Planning Board Approval: (check one) Hmfilet Block 2 Lot ~, ~ Filed Map. Lot: Applicant: Unde~ritem Approval: Request for: Temporary Certificate Fee Submitted: $ 'd~'cc~ Final Certificate: (check one) ! Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971 0959 Telephone (631) 765-1802 Fax (631) 765-9502 ro.qer, richertC, town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTI-IOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Enriquez ~,ddress: 1025 Ninth St City: Greenport St: NY Zip: 11944 ]uilding Permit #: 37137 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE .3ontractor: DBA: Jim Sage Electric License No: 3635-e SITE DETAILS Office Use Only Residential I~ Ind°°r ~ Basement ~ Service Only~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ DuplecRecpt ~ Service 3 ph Hot Water GFCl Recpt Main Panel NC Condenser Single Recpt Sub Panel A/C Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures [~ HID Fixtures Wall Fixtures 151 Smoke Detectors Recessed Fixtures~] CO Detectors Fluorescent Fixture ~ Pumps Emergency Fixtures!_~ Time Clocks Exit Fixtures [~j TVSS 200a overhead service, 3-exhaust fans, l-hydromassage tub Notes: Inspector Signature: Date: Oct 16 2012 81-Cert Electrical Compliance Form.xls Town Hall Annex 54375 Main Road P.O. Box ! 179 Southold, New York 11971-0959 BUiLDING DEPARTMENT TOWN OF SOUTHOLD Telephone (63 l) 765~ 1802 F~x (63 I) 765-9502 CERTIFICATION Building Permit No. Owuer: Plumber: (Flease print) (Please print) lead. I certify that the solder used in the water supply system contains less than 2/10 of 1% (._./~lumbers Signature) CONNIE D. BUNCH Notaq, Public. State of Now York No. 01 BU6185050 Qualified rn Suffo?~Cour,~,, Commission Expire.~ ~ q-- / Notary Public,-~o U1 ~_2-Q,-~ _~7~ County TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING/STRAPPING ['] FINAL/.. [ ]FIREPLACE & CHIMNEY [ ] FIR~AFETY INSPECTION [ ]RRB RESISTANT CONSTRUCTION [ ~/]~I:IRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -/! DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) REMARKS: [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) / DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] RO~JGH PLBG. [ ~NSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE ~/ _ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-t802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGHpLBG. [ ] IN~JL_ ATION [ ~"FINAL [ ] FiRE SAFETY iNSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FiRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS · INSPECTOR TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. north forkmet/Southold/ Examined Approved Disapproved Expi= on / 0 --/3 ,20 !3 PERMIT NO. .?,7137 APR - 4 2012 Btl)G DEPI. TOWh OF 3{}UI[ OLD Building Inspector 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 5.0 Septic Form N.Y.S.D.E.C. Trust.s Maiito: P,O. ~ I~,""t...~ Phone: (~l- APPLICATION FOR BUILDING PERMIT Date 03-~0 ,20 /?~ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 Impector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection thronghout 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 ora Building Permit pursuant to the Building Zone Ordinance of the Town of Sou~hold, Suffolk Counly, 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. ~~ (Signatun/uff~pplicant or name, if a corporation) Nh', lift'7! (Mailing ~ld~s~ of ~pplicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises PNZJ~I~-~bO ~x, ~ QO~g.~ 1'4, ~Og~ (As on tbe ~ mil or latest deed) If ap~}~ ~mfion, si~a~ of duly au~o~ officer ~d title of coyote o~cor) Builders LicenseNo. C~h. ea_ti: Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: 10 2~- 9~ House Number Street Hamlet County Tax Map No. 1000 Section__ C/g Block z~ Subdivision Filed Map No. (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing usc and occupancy ~"~'~ BI7 ~ ,~t_ b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Repair v/ Removal Demolition 4. Estimated Cost '~ 5tOjOOO Addition I~ Alteration ~/ ¢/ OtherWork 3/£kt gt-~(.'r~'~ct/Fcu,,'~$o,l< /~S, ~ ' ~escription) Fee ' ~c E~- ~' ~*'~q ~o ~ paid on fil~g ~is application) /-~Oo~ Nmber of dweliing ~i~ on each floor 5. If dwelling, number of dwelling units If garage, number of ears E~,sr,~q 6. If business, commemial or mixed occupancy, specify nature and extent of each type of use. N/b~ 7. Dimensions of existing structures, if any: Front SS/' Rear ,5 ¥ ' Depth Height Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. ~,lmenslons otent~re new construction: Front Rear .Depth Height Number of Stories 9. Size oflot: Front 112,q~t Rear //?-,.fi7 .Depth /~$~ p~qrq, 10. Date of Purchase ~DI ~.- Name of Former Owner 11. Zone or use dis~ict in which premises are situated '~,E5 ~ bff-,.,-'i, ~ ,.- 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 NO 14. Names of Owner of premises &X A ~,Otm.~o ~.x-e..~ltd~,,at~n~.~.-'t .... "~CPhone No. NameofArchitect~,l~X-. hCo~O~.~ LC.C__ Address g~,~,o,,-t~'7,.q~ ~o~oneNo Name of Contractor q.va~a~s_ -D.t~L~ 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. PER/VIITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMH'S MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. ! 7, If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ~/- ~. ~.~'~- being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (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 al! statements contained in ~t~ apphc,....m are ~ ...... b~st o, h,s knowledge and belief; and that the work will be performed in the mamaer set forth in the application filed therewith. Sw?~ to before me this 7 day of Nota~'y Public ~'c~a~ of Applicant $~ 01F061/'/911 Town Hall ~x 54375 lVl. ah Ro~d ' P.O. Box 1179 l~eurhold, NY 11971-0959 Tele~hoa¢ (631! 765-180~: roger, nche rt~ow((n.so7 u6~..ny, us BTLE[LDING DF_,PARTMENT TOWN OF SOUTI':[OLD APPLICATION FOR ELECTRICAL INSPECTION REQ~JESTED BY: Company Name: Name: License No.: Address: Phone No.: JIM SAGE ELECTRIC, INC. GREENPOET, NEW YORK 1 I944-00G8 Date: JOBSITE INFORMATION: (*indicates required informati-on) *C~ss Street: *Phone No.: Tax Map Dis~ct: 1000 Se~ion: BIo~: *BRIEFDESCRIPTI~ON O.F WORK (Please Pdnt Clearly) Lot: (Please Circle All: That Apply) *Is job ready for inspection: *Do you nccd a Temp Certificate: Temp Infoimation(If needed) *Service Size: ~ *New Service: Re-connect Additional Information: 3Phase 100 150 ~20'0~ 300 350 400 Other Underground Number of Meters/h~eof Se~-O'~he~ / M PAYMENT DUE WITH APPLICATION , ~ /. ~ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. NY 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 September 21,2012 BUILDING DEPARTMENT TOWN OF SOUTI-IOLD Armando & Corazon Enriquez 62 Andrews St Manhasset, NY 11030 Re: 1025 Ninth St., Greenport TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: ~ Application for Certificate of Occupancy. (Enclosed) ~ Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00. __ Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) __ Trustees Certificate of Compliance. (Town Trustees # 765-1892) __ Final Planning Board Approval. (Planning # 765-1938) __ Final Fire Inspection from Fire Marshall. __ Final Landmark Preservation approval. BUILDING PERMIT: 37137 - Addition/Alterations Town Hall Annex 54375 Main Road P.O. Box I 179 Somhold, NY 11971-0959 Telephone (631) 765 1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD November 27, 2012 Armando & Corazon Enriquez 62 Andrew St Manhasset, NY 11030 Re: 1025 Ninth St., Greenport TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: '///Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) A fee of $50.00 Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. BUILDING PERMIT: 37137 - Addition/Alterations LOT NOHE~RG REFER TO "Pt.~I OF PF:~01=~ AT ~REENPOI~T E/gPFOLK CO. N~ KNO~ A5 ~RT D~IVI~ PILE[:) ~EC. I, Iq~ A5 PILE ~ ~q SURV'tE'f OF: PROPF::RT'Y Flint Street TO}fiN OF Ex2UTHOLD 5UPPOLK COUNTY, N"r' ®RAPHIC, ~::,ALE I"= DO' N82°45,10.W 16~.76, Street C, ERTIf=IED TO: Armondo R. Enrlc[uez ,3ocozon N. Enclc[uez Compon9 o~ Ne~ York JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIH STREET N.Y.$. LIC, JNO, 50202 RB/gRHtlAD, N.Y. 11901 369-828Span369--8287 REFERENCE # 95-194 s.e 3 7/37 BUILDING PERMIT EXAMINER CHECKLIST *Date Submitted: ~- ~ - 1'~'- Date Reviewed: ,,,~ 4 /0~ 7~ ~ Oty: ~ Pre COs? __-Z / C/0 Z- , Info: BP -Z / C/0 Z- Property Address: Building Permits (Open/Expired): BP BP__ -Z / C/O Z- , Info: Single & Separate Search Required? Y o~ Determination: REQ. Lot Size: ACT. Lot Size: BP__.-Z / C/0 Z- , Info: , Info: BP __-Z / C/0 Z-_ .... Info: REQ. ~t Coy. ~0~ ACT: ~t Coy. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear REQ. He. ight. ~q' ACT. Height R ~.~, fro'tH $1065 /t C. T __ Project Description: o~c~~ -ne- ~az-~ ~..4{.~-~~~.~.~,, Waterfront?~ o~? ' ~' ' ~- ) ~'// "~ ' If yes, water body: ~ Panel# PROP. Rear Flood Zone: "--- Bulkhead/BluffDistance: ADDITIONAL APPROVALS REQUIRED ~Ln~4S(~) $1~-~-I~., $~L[b SuRVa¥ oR s~ra p~ Suffolk County Health: Y o - If yes, ~Bed~: *Date: / / ~Permit~: Town Septic: Y-~ - If no, certification required: Y or N Received: Y or N By: ~S DEC: e~cwu*s Y or~- Date: / / Permit ~: or NJ Letter- Notes: Southold Trustees: Y or~- Date: / Permit ~: or NJ Letter - Notes: Southold ZBA: Y or ~- Date: / / Permit ~: - Notes: Southold Planning: Y o~- Date: :V Permit ~: . - Notes: Town Landmark C of A: Y o~DTE: / ~S CODE Complianc~ (page 2): Y or N Fee Structure: Calculation: Foundation: First Floor: t~,..~ SF ~ ~ ~ + hlitial Fee: $ Other:Sec°nd~J°~:' [(~ ~-- sFSF 1070 ~ ~ ~+AdditionalFee( ):$ Total: SF ~ + Initial Fee: $ tT' $ oo + AdditionalFee ( ): $ A5 gUILT F6E ~ TOT~:$ ~ ~/ O0 &-oo oo 3 7/37 ,BUI, LDING PERMIT EXAMINER CHECKLIST' ~Date Submitted: ~- ~ -[..9.~ Date Reviewed: SCTMU 1000- ~ -- & -- ~ 2 Subd,v,s,o~,~one: Conformiag? .... .. Property Aaa~s: ?~ ~ City: ~ PreC0s? Building Permits (Open/Expired): BP -Z / C/0 Z-__, Info: BP__-Z / C/0 Z- , Info: BP __-Z / C/0 Z- , Info: BP -Z / C/0 Z- , Info: BP__-Z / C/0 Z-__, Info: & Separate Search Required? Y o(~-') Determination: . .~Tog tq~'F'~-& Rttt4 a.~ Single REQ. Lot Size: ACT. Lot Size: REQ. Lot Coy. ~0% ACT: Lot Cov. __ REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear__ PROP. Rear RE0. Hejg.ht, ~/ ACT. Height R~.~.~o'rH Sl~$ A~T ~ ~ Waterfront?/Y o((N?) ~ ~' ~ ) ! ~' If yes, water body'~ ~ Panel# ~ Flood Zone: ~ Bulkhead/Bluff Distance: " ADDITIONAL APPROVALS REQUIRED ~L,~/$~q-) $1~t~l~, ~t-[l~ SurVeY ~R 5'lr6 PI-Aa/ Suffolk County Health: Y or~- If yes, *Bed#: *Date: / / *Permit#: Town Septic: Y-/~ - If no, certification required: Y or N Received: Y or N By: NYS DEC: ~a~-o~:c~ans Y or~- Date: / / Permit #: Southold Trustees: Y or~.,~- Date: Permit ~: Southold ZBA: Y or ~- Date: / / Permit g: Southold Planning: Y o~- Date: / Permit ~: - Notes: Town Landmark C of A: Y o~DTE: / *~S CODE ~ompliance (page 2): Y or N or NJ Letter - Notes: or NJ Letter - Notes: - Notes: Fee Structure: Calculation: Foundation: ~-' SF ¢~'°C' X$ ,:~"ff=$ I~ ~, O0 First Floor: ~1'¢~,.~' SF +hitialFee:$ ~0~ 00 Second Floor: ~ SF + Additional Fee ( ): $ Other: ~ SF SF X $, =$ Total: SF + Initial Fee: $ + Additional Fee ( ): $ coFo ~~0,o0 NEW YORK STATE CODE COMPLIANCE CHECK. LIST C.LIMATIC/GEOGRAPHIC DgSIGN CRITERIA: . Gro!mfl Snow Load: ~0 Weathering: Severe__ -Frost Depth: 36"__ Design Temp: 11 __ · Ice Shield Underlay: YE8 . USE/OCCUPANCY CLASSIFICATION: · HEIGIitT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FP, zAMING DESIGN ELEMENTS: Y/lq HEADERS: ¥/N WALL STUDS: CEILING JOISTS: Y/N FLOOR JOISTS: Y/l'4 LUI~BER SPECIES AND GRADE: Y/N Wind Speed; 120MPH Seismic Design Category." B Termite: M-H' Decay: S-M Flood Hazai~ds: GLRDERS: Y/N ROOF IkAI~ERS: W1NDOw AND DOOR SCHEDULE: .WHSSLE TEST ILEQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N 5rENT 4 %: NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RiSER DIAGRAM:~/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N REScheck Software Version 4.4.3 Compliance Certificate Project Title: ENRIQUEZ RESIDENCE Energy Code: Location: Construction Type: Project Type: Heating Degree Days: Climate Zone: 2010 New York Energy Conservation Construction Code Suffolk County, New York Single Family Addition/Alteration 5750 4 Construction Site: 1025 9TH STREET GREENPORT, NY 11944 Owner/Agent: BRETT KEHL DAK ASSOCIATES LLC P.O. BOX1675 SOUTHOLD, NY 11971 765-1862 ssbn654@optooline.net Compliance: 16.3% Better Than Code Maximum UA: 392 Your UA: 328 Designer/Contractor: BRETT KEHL DAK ASSOC. LLC. P.O. BOX 1675 SOUTHOLD, NY 11971 631-765-1862 ssbn654@optonline.nat Ceiling 1; Cathedral Ceiling Skylight 1: Wood Frame:Double Pane with Low-E Ceiling 2: Flat Ceiling or Scissor Tress Wall 1: Wood Frame, 16" o.c. Window 1: Wood Frame:Double Pane with Low-E Door 1: Glass Door 2: Glass Door 3: Glass Floor 1: Ail-Wood Joist/Truss:Over Unconditioned Space Floor 2: Ali-Wood JoistJTruss:Over Unconditioned Space 1020 30.0 0.0 34 9 0.330 3 167 30.0 0.0 6 2258 21.0 0.0 104 337 0.300 101 61 0.310 19 17 0.310 5 17 0.310 5 911 19.0 0.0 43 167 19.0 0.0 8 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and I ~ with the mandatory requirements listed in the REScheck Inspection Checklist. Name - Title Project Title: ENRIQUEZ RESIDENCE Data fllename: C:\My Documents\REScheck\Endquez.mk Report date: 04/03/12 Page I of 1 CONTRACTOR NOTES GENERAL NOTES: 1, ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLG, SUFFOLK COUNP(, NEW YORK, BUILDING CODE, FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY 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 SOUTHOLD, 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 LNDICATED IN THE DRAWINGS, 4, 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. 6, THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: PLUMS[NO, 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 CUTTING, 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 DAR ASSOCIATES, LLC. NO CONSTRUCTION WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. 12 THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S A~ENTION FOR iMMEDIATE RESOLUTION, 15, THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SiTE WORK, AND HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS, 14. 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 ATTENTION FOR IMMEDIATE RESOLUTION, 5, ELECTRICAL CONTRACTOR OR ALARM SYSTEM CONTRACTOR TO INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AS PER NEW YORK STATE CODE. GENERAL NOTES: General Notes: Wood: AH studs to be SPF //2 or better, and all other structural wood fo be Douglas Fir #2 or better, All structural wood shall be in accordance wlth the national design specifications for wood construcDan - latest edition. Nailing schedule shall be in accordance with the specified code. Pre manufactured trusses, a. All trusses shell be 'shaped" as shown on architectural cross sections. b. Trusses shell bear e boca number and shall be manufactured by o reglstered manufacturer. 5. Erect and brace trusses in accordance to truss plate ~nstitute recommendations, 6. Plywood sheothlng, o. AIl plywood shell be in accordance with the American PLywood AssocmDon (APA) spec[ficaUons. b. Plywood sheathing shall be contlnuous over two or more spans with greln of face plys across supports corporoBon er equal. 7, All sills shall be pressure preservative treated (,4 PSF retenbon) GYP #2 or better, 8, Design values: a. Framing Lumber: DF (north) No. 2 or better E = 1,600,000 PSI Fy = 95 PSI Fb - 825 PSI 9, Design value~s: Lamhneted Veneer Lumber (LVL): E = 1,900,000 PSI F~v = 285 PSI Fib = 2600 PSI DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE DEERKOSKh ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS BUILDING, THE UISE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWINO 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 .corNNECTION WITH THE WORK AND FURTHER SHALL HOLD THE ARCHITECT HARMLESS FOR COSTS AND PROBLEMS ARJSINO FROM THIE 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 VflORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. DOCUMENT NOTrES THESE CONSTRUC;TION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED SY OTHERS. ALSO, THE CLIENT AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKN ARM & KEHL ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM,, LIABILITY OR COST INCLUDING REASONABLE ATrORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS ,ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES=T~ROVIDED 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 SAS LEAKAGE IN THE BUILDINGS, 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 AIREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR C, HEAVY DROP CLOTHS. DEBRIS, DIRT, AN DUST TO BE CLEANED IUP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE ACCUMULATION, NOISE AFTER HOURS: A, CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, B, EXCEPT LEGAL HOLIDAYS, CONTRAC¢OR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. CONSTRUCTION WORK WILL RE CONFINED TO THE WORK iSSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEICHHBORS. SPECIAL SAFEI~ 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 SA,FEW OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE PROPERTY. EACH AS REPRESENTATIVES OF THEIFR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFIE WITHIN GOOD SAFE~Y 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 SAFE]FY AND FULL RESPONSIBILII~ FOR ACCIDENTS OR DAMAGE IF UNSATISFIED, THE CONTRACTOR SHALL INDICATE WHATEVER ACTION INECESSARY, OR RENDER SAFETY CONDrTIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY TIME TO BE UNSAFE, HE SHOULD STOP WORK IN, MEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, BAK 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 rN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SNOW LOAD SPEED (mph) 45 Ibs/sqft 120 (mph) SEISMIC DESIGN CATEGORY WEATHERING C SEVERE DESIGN CRITERIA PRESCRIPTIVE DESIGN USES(s) AND OCCUPANCY CLASSIFICATION(s) SUBJECT TO DAMAGE FROM SLIGHT TO MODERATE WINTER ICE SHIELD FROST LINE MODERATb TO HEAVY DESIGN ME~DERLAY- DEPTH TERMITE DECAY TEMP, REQUIRED S'-O" YES USE OCCUPANCY RESIDEN~AL R-S TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B HEIGHT AND FIRE AREA HEIGHT FIRE AREA HEIGHT, BUILDINO, THE VERTICAL DISTANCE :ROM GRADE PLANE TO UNLIMITED AREA THE AVERAGE HEIGHT B STORY OF THE HIGHEST ROOF AS PER TABLE 505 SURFACE = NA AS PER SECTION 502 OF THE BUILDING CODE OF NEW YORK STATE, TOTAL HEIGHT FROM RIDGE TO GRADE: NA, (EXISTING) LUMBER SPECIES AND GRADE ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ALL EXT, DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER FLOOD HAZARDS 11 degrees 1984/1998 MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (in pounds per square foot) USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 10 DECKS (f} 40 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 3 UNITS IN 12 UNITS, c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A BOO-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF ~ SQUARE INCHES, WHICHEVER PRODUCES THE DREATER STRESSES, d) A SINGLE CONCENTRATION ~TH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE ~TH SECTION ROO2,10A, e) SEE SECTION RB02,2,1 FOR DECKS ATTACHED TO EXTERIOR WALLS AREAS OF STRUCTURE CRAWL SPACE NA BASEMENT NA FIRST FLOOR NA NEW SECOND FLOOR NA THIRD FLOOR NA BALCONY NA LOFT NA ATTIC (HOUSE)(~) NA ATTIC (HOUSE)th) MA NEW GARAGE NA SECONO FLOOR GARAGE NA BONUS ROOM NA SCREENED PORCHES NA SUNROOM NA DECKS NA COVERED BREEZEWAY NA ;OVERED ENTRANCE NA ~OOL HOUSE/ CABANA NA JNCOVERED ENTRANCE~ NA ~T?S / PLATFORM 124 sq, ft (a) WITHOUT STORAOE (bi WiTH STORAOE SCOPE OF WORK TO BE PERFORMED 1) WINDOWS IN BAY ON THE WEST SIDE OF THE HOUSE TO BE BE REPLACED WiTH 9~-0'' PATIO DOOR 2) OPENING BETWEEN KITCHEN AND LIVLND ROOM TO BE ENLARGED 3) MUD ROOM BATHROOM TO BE RECONFIGURED PROMDE PLATFORM AND STEPS AT LOCA~ON OF DOORS ON THE WEST SIDE OF THE HOUSE TABLE R402,2 MINIMUM SPEeIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFI[ED COMPRESSION STREND'TH (e) (lc) TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTEINTIAL SEVERE (bi BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRE~ 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~ EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORX EXPOSED TO THE WEATHER 5,000 PORCHES~ CARPORTS AND STEPS EXPOSED TO TEE WEATHER, AND GARAGE FLOOR SLABS ~500 (d) FOR Sh I POUND PER SQUARE INCH + B,895 kpa (ag AT 28 DAYS PSI (bi SEE TABLE RBOL2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWINGS DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNO)TE (d) (d) CONCRETE SHALL BE AiR ENTRAINED, TOTAL AiR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL MOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT, (e) SEE SECTION' R¢02,2 FOR MINIMUM CEMENT CONTENT, C NOTE: ALL VENTS ARE TO BE LOCATED AT THE REAR OF THB-HOUSE ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 9ATHROOM KITCHEN HOUSE TRAP PLUHBIN6 RISER DI ,GRAN (NTS) COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUtRED TOWi ZBA -/"/Ph- BEC APPROVED AS NOTED N.VEIS'r BUILDING DEPARTMENT AT ,~ 18R2 8 AM TO 4 PM FOR THE ~ GL L ;~WrN~ 3 INSPECTIONS: F O dr4 DATION - TWO REQUIRED FOR POURED CONCRETE ' RObGH · FRAMING, PLUMBING, S~ ~ SPINS, ELECTRICAL & CAULKING 3 INDULATfON 4 RNAL - CONSTRUCTION & ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL I¢I~'T THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR COM,~R~'TION ERROI~. 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 SEC HIGH WIND EDITION. NOTE: ALL ROOMS MEET OR EXCEED THE NYS, STANDARDS FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACIfY 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 & PAPER ASSOCIATION (AF & PA) WOOD FRAME. CONSTRUCTION MANUAL (WFCM) FOR ONE AND 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 2ND FLOOR AND AT-lC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP pLATE FOREST TWO NO SUBSTITUTIONS All Framing Hardware Shown %n these Plans, Unless Otherwise Indlcoted, Is %impson Strong- Tie, No Substitutions are Approved or Authorized, Due to the Relationships of Frmming Hardware to the other Components of t he Structure, any Framing Hardware Substltutions will Render These Plans Null and Void, amd will Result in the InstaMer / Contractor AssuminD Responsibility for the Design end Performance o}f the Entire System. (~) COPYRIGHT 2011 D,A,K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COP~IGHT LAW. PLANS MAY NOT BE REPRODUCED ~THOHT ~ITTEN AUTHORIZATION. ALL PLANS AND DESIGNS ARE ~E SOLE PROPERTY OF D.kK, ASSOCIATES, LLC. ~E RIGHT TO BMILD ONLY ONE STRUC~JRE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO ~HE BUYER. Acceptance of these drawings does not authorize the right to bugd without the authorizdion of local governing agencies, such es Suffolk County DepL of Ned[h Gory'cas, Town Guiding Departments, DEC, FEMA, dc. Verify oil conditions, codes, a~d requiremeats with such agencies prior to cons[ruction. DoAoK ASSOCIATES, LL¢ 506 Main SNed phone: {631} 767- 6011 Weslhamplon Beach, New York fig78 fax: 16311466- 3354 E-Moil: CArm8888@aol com BWNERSHIP & USE OF DOCUMENTS: These drawings and specific~Hons ~ncludmg the ideas, design end arrangements represented there[n, are the property of DA,K, ASSOCIATES, LLC, No pert thereof sholl be cop~ed, d~sclosed to others or used In connecNon with ~ny worM or project other than for which they hove been prepared without written consenL NORK NOTES: PLUMBING & WATER T .STING:BEFO E COVERINa PLUMBER CERTIFICATION ON BEFORE CERTIFICATEbF OGCUPANCY SOLDER U ED IN WA TER SUPPL Y SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. . ,ra ELECTRICAL INSPECTION REQUIRED ~ROJECT: ENRIQUEZ RESIDENCE 9th STREET GREENPORT, NEW YORK, 11944 DRAWING TITLE; GENERAL NOTES PLUMBING RISER DIAGRAM DATE: DATE' MARCH 18, 2012 PROJECT NO: 948 2012 BY: BDK CHECKED BY: JJD SHEET NUMBER: G1 NUMBER' )AMES d DEERKQSRh PE ) D'^'K ASSOCIAg~S, ~tc SIMPSON STRONG-TIE CONNECTORS - SPECIFIED FOR CONSTRUCTION~.~_..~~ PLATES STUDS (133) (160) F~ F~ (133& ~'- MODEL GA AVO 'NTB ~ / I Weflhempf0nBe0ch~ bx~3])~3354 NO 1od ,Od. 1~" .~T. ~ LFTA '. LSTAal/ Ideas, des]gE and arroagemonts represented ~ ~ J ' LLC No part thereof shorl be cop~ed, disclosed or project other than for which (hey have been / ~ Simpson S~romg-Tle I Equ=t number at- so, ~.E co~[ ~ spool?Red n~lts in MoBELNO rloN:ONNEC- OF LOAD (log)FLOOR (125)ROOF ~ao)Oa;/ ~ A e~ch end / Simpson S~ro~g-Tie DETAIL 'K" =~ ~ , ~ ~ ,,o ~' ~' ~ DET~ "H" MODEL aACHINIAVG IN VERUCAL WOOD MEMBER ~ /SIMPSON GA GA HB~ SR W H B SO 6L D[A~ ~ )TY~1¢ ~t" 2" 2i" ;" ~i" 5~" ~O*O~[SmN ~H~E"SlbLR*IS~Dpt*T~°rr ~ ~ , ~ - b TAKE-UP WASHER , /ART8 xl 2 MODEL OAi FLOOR J REF' NO, W J L NAILS (100) Oaa) Oeo) Strong-Tie MODEL HEADERS AVG UPLIFT FLOOR (~00) SNOW D15: ROOF (125) gORE BY A UCENSE PROFESSIONAL ENGINEER, PLACES D~TAIL NO GA W H B tod led J JOISTS ULT, ($33) [160] 1Dd led 1Od 16d 1Od led REF, ALL LIABILI~ES ON THE CONTRACTOR, SIMPSON fASTENERS UPLIFT LATERAL COgE % TAKE-UP WASHER  ~CNW- us~ ~ .:N~, ~ ~P / COUPLER NUT SIMPSON .~ .~ -~ LSTAS1 . ~ / ~" ANCHOR BOLTS H7 iTUgSdEIfiHT/[NIBNA[L ~ ffHTSlaps=n S*eonfl-tle OJ ''h~X~': ~ ~Xm~~ SimpsonDETAILsirong-Tie"D" DET~L "G" DETAH, "J" ~, LFTA }~~ R~B SYSTEH .~ LFTA LFTA N Y' STATE ENERGY CODE PRESCRIPTIVE DESIGN ..... " F 5' P?°N w'NDL°AD I ' . AS PE~ CHAPTER 1 OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, :, LT ~ % SECTIO.,N 101.4.4, ADDITIONS, ALTERATIONS, RENOVATIONS OR REPAIRS, ~/ DETAIL "L" ~ LTP4 ~/ ADDITIONS AND ALTERATIONS SHALL CONFORM WITH SECTIONS 101.4.4,1 - 101.4.4.3 I STRONG-TIE DE~ILS I % ~ ~ S~: ISSUED FOR'. DATE; ~ D~AI~ "C" 101.4.4kl ADDITLONS: % ~[~ Simpson Strong-Tie ADDITIONS SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY :': ~ FLoor-to-F(oor Connections CONST~RUCTION WITHOUT REQUIRING THE UNALTERED PORTION(S) OF THE EXISTING OR BUILDING EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCU~TED FOR EACH CASE. > X~ SYSTEM(S) TO COMPLY WITH CODE. SHEATHING NOTES: -~ ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING ALL SHEATHING TO BE NAILED IbN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST ~ BUILDING SYSTEMS. & PAPER ASSOCIATION (AF & P~A) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO DATE: FAMLLY DWELLINGS, 2001 SEC HIIGH WINE EDITION, LTP4 x~ DET~L 'lB" MARCH 18, 2012 101.4.~.3 OTHER ALTERATIONS O) SHEATHING TO BE NAILED T~ CCA SILL PROJECT NO: LTP4 WHERE LESS THAN 50% OF A BUILDING SYSTEMS OR SUBSYSTEMS, MEASURED IN UNITS (2) SHEATHING TO EQUALLY SPAkN 1ST AND 2ND FLOOR BOX BEAM Simpson Strong-Tie '~ APPROPRIATE TO THAT SYSTEM, IS REPLACED OR WITHIN ANY 12 MONTH PERIOD, ALTERATIONS (3) SHEATHING TO EQUALLY SPA~N 2ND FLOOR AND A~IC TOP P~TES J~ ~ BDK FLoor-to-FLoor Connections TO THAT PORTION OF THE SYSTEM SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION (4) SHEATHING TO BE NAILED T(O TOP P~TE OR OVERLOAD EXISTING BUILDING SYSTEMS OR SUBSYSTEMS. NB gUgSTITUTIBN2 s ~~[~ JdD SECTION ~02 AiL OrGmln9 hGmdwome sho~n on ~hese prams, BUILDING THERMAL ENVELOPE unless o~herwise imdic~ed, Is Simpson S~rong-Tle, No substitutions &me opp,moved or 6u~horized, I 402.1 IINSULATION AND FENESTRATE CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET 3ur ~o ~he retG~lomshlps o¢ Or,ming hGrdwGre ~o THE REQUIREMENTS OF TABLE ~02.1(1) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 5. ~he o~her components DP ~he s~ruc~ure, ~ny Fr~min9 hGrdw~re substitutions w,iLL remdem ~hese nuLl ~d voi~, ~md wltt me%utt M ~he Inst~Uep/con~c~or 6ssumlng responslblti~y ¢~ ~he design &nd l~u.a.,~uu~l~,~,~ / per¢ormGmce o¢ ~he em~l~e system, ]4/ PATIO 2868 MUDROOM BATH PANTRY PATIO Step .'r~ Step '"~ Step ' LVL Header KITCHEN PANTRY J CO [}ET J PATIO 2-,j! EXISTING CEILING JOISTS FIRST FLOOR PLAN L .... j WALLS TO BE REMOVED J OPENINGSTO BE FILLED IN TE PEER EXISTING FLOOR JOISTS PIER, BOTTOM TO BE MIN, OF 36" BELOW FINAL GRADE, lg Polnt Insure Solid Blocking EXISTING FLOOR JOISTS Insure Solid Location of New Blocking at Columns Resting All Bearing on 24"x24"x12" Points Conc. Footings -- BASEMENT 3" New Die, Steel Column or Bearing Point to Bear on Concrete FoundoSon, New Conc, Footing 5" New DiG Steel Column or Beorlng Point to Bear on Concrete FoundoSon. New Conc Footing FOUNDATION PLAN SCALE: 1/4' = 1 '-0" ATIC Existing Cerhng Joists SECOND FLOOR SECOND FLOOR Existing Floor Joists Existing Floor Joists (2)l~"X 11~" LVL Header KITCHEN LIVING ROOM Existing Floor Joists Exlsting Floor Joists BASEMENT Existing Girder Steel Column New Conc, Footing CROSS SECTION SCALE: 2l'' = 1'-0" REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS KITCHEN (2)2XB ACQ GIRDER · 2X6 ACQ ~. 4X¢ ACQ ~ 12" CONCRETE PIER. BOTTOM TO BE MIN. OF 36" BELOW FINAL GRADE (S~i~?soO~A C~Q~G~RcO~ERSTBAP CROSS SECTION SCALE: ~" = 1'-0" (~ COPYRIGHT 2011 D.A,K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WlTHOUT WRITEN AUTHORIZATION. ALL PLANS AND D£SIDNS ARE ME SOLE PROPERTY OF DA.K. ASSOCIATES,/LC. THE RIGHT TO BUILD ONLY ONE STRUCI1JRE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. Accept0nce of these drawings does not authorize the right to budd wrth0ut the auth0rizatlon of local governing agencies, such as Suffolk County Dep[ nt Health Serwces, Town Building Depor!men~s, DEC, FEMA, otc Verify all c0ndHi0ns, codes, and requirements with such to construction D oAoK ASSOCIATES, 506 Main 5freer phone: 163]1767-6071 WeslhompfonBeach, NewYark 11978 fa,(' 1631J466.3354 E-Maih CArm8888¢aoLcom & USE OF DOCUMENTS: These drawings and speciBcotfons including the ideas, design and orrongernents represented there[n, are the property of D A,K ASSOCIATES, LLC No part thereof shah be copied, disclosed to others or used in connection with any work or project other than for which they hove been prepared without written consent, ENRIQUEZ RESIDENCE 9th STREET 3REENPORT, NEW YORK, 11944 FLOOR PLANS AS NOTED ISSUED FOR' DATE, MARCH 18, 2012 PROJECT NO, 948 2012 BY, BDK CHECKED BY: JJD NUMBER: A101 JAMES d DEERKOSKI PE ~ g 'A'K ASSOCIATES, t~ CONTRACTOR NOT S GENERAL NOTES: 1, 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 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 SOUTHOLD, 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. B, THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: PLUMBING, ELECTRICALS, ETC, 7 PLUMBINO 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 CUTTING, 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 PIPINO AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. 1 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 DAK ASSOCIATES, LLC, NO CONSTRUCTION WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. 1 2, THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATIENTION FOR IMMEDIATE RESOLUTION, 15 THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILI~( LINES WITH THIS AND RELATED SITE WORK, AND HE WILL BE RESPONSIBLE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS, 1 4, 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 ATTENTION FOR IMMEDIATE RESOLUTION, 15. ELECTRICAL CONTRACTOR OR ALARM SYSTEM CONTRACTOR TO INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AS PER NEW YORK STATE CODE. GENERALNOTES: Wood. 1, All 2, All structural w, ood shell be in occordance with the notional design 5. Nailing schedule shall be in accordance with the speclf[ed code. 4. Pre-monufactu~red trusses. a, All trus~ses shall be "shaped" as shown on architectural cross sections. b, Trusses shall bear a boco number and shaJl be manufactured by a registered monufacturer. 5, Erect and brace trusses in accordance to truss Biota institute recommendations. 6. Plywood sheathing. a, All plyw'ood shall be in accordance with the American Plywood Association (APA) specifications, b. Plywood sheathing shell be continuous over two or more spans with grain of face corporabon or equal. All sills shall be pressure preservative treated (,4 PSF retention) GYP //2 or better. studs to bet SPF #2 or better, and ali other structural wood to be Douglas Fir //2 or better. specifications for wood constructFon - a. Framing Lumber: DF (north) No. 2 or better E - 1,600,000 PSI Fv = 95 PSI Fb -- 825 PSI latest edition, plys across supports Beslgn values: Laminated Veneer Lumber (LVL): E = 1,900,000 PSI Fv = 285 PSI Fb = 26OO PSI 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 DEERKOSKh 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 ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN, THE USE OF THESE DRAWINGS ALSO IMPLIES THAT IDEERKOSKH ARM & KEHL ASSOCIATES, LLC, SHALL TAKE NO RESPONSIBILI~' FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS, DOCUMENT NOTES; THESE CONSTRUCTIO)N DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS, ALSO, THE CLIENT AGREES, TO THE FUILLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, HARMLESS FROM ANY CLAIM, LIIABIL[TY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COSTS OF DEFENSE, FOR THE INJURY OR ECONOMIC LOSS ARIISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 5 B SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION GENERAL: 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 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, 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 BUILDINGS, GAS TO BE USED DURING CONSTRUCTION, ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND IN A SUCH OR ANY FLAMMABLE DUST CONTROL: A, DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, [3. 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: 8AM TO 6PM, MONDAY TO FRIDAY, B, EXCEPT LEGAL HOLIDAYS CONTRACTOR MUST OBTAIN WRI%FEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS, CONSTRUCTION OPERATrONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WiLL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEIGHHBORS. 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 SAFEFY 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 IWITHIN 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 NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY, 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, 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-STATLON IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD 45 Ibs/sqft WIND SPEED (mph) 12o (mph) SEISMIC DESIGN CATEGORY WEATHERING SEVERE DESIGN CRITERIA PRESCRIPTIVE DESIGN USES(s) AND OCCUPANCY CLASSIFICATION(s) USE OCCUPANCY RESIDENTIAL TYPE OF CONSTRUCTION (CHAPTER TYPE GROUP V B HEIGHT AND FIRE AREA HEIGHT FIRE AREA HEIGHT BUILDINB THE VERTICAL DISTANCE FROM GRADE PLANE TD UNLIMITED AREA THE AVERAGE HEIGHT 5 STORY OF THE HIGHEST ROOF AS PER TABLE 503 SURFACE NA AS PER SECTION 502 OF THE BUILDING CODE OF NEW YORK STATE, TOTAL HEIGHT FROM RIDGE TO GRADE: NA (EXISTING) LUMBER SPECIES AND GRADE SUBJECT TO DAMAGE FROM FROST LINE DEPTH TERMITE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11WLNTER ICE SHIELD DESIGN MEUN~DERLAY- DECAY TEMP, REQUIRED degrees YES MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (in pounds per squore foot) FLOOD WIND EXPOSURE HAZARDS CATEGORY 1984/19B8 USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 10 BECKS (f) 40 10 PASSENGER VEHICLE GARAGES (a) 50 (e) 10 ATTICS WITHOUT STORAGE (b,e) 10 10 ATTICS ~TH STORAGE (b,e) 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPING ROOMS 30 10 STAIRS 40 (c) 10 GUARDRAIL AND HANDRAILS (d) 200 (c) 10 ROOF 30 10 ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ALL EXT, DECK FRAMING MATERIAL DCA NC PINE #2 AND BETTER AREAS OF STRUCTURE 3RAWL SPACE NA 3ASEMENT NA :IRST FLOOR NA qEW SECOND FLOOR NA THIRD FLOOR NA 3ALCONY NA _OFT NA ATTIC (HOUSE)(~) NA ATTIC (HOUSE)th) NA ~EW GARAGE NA SECOND FLOOR GARAGE NA IDNUS ROOM NA SCREENED PORCHES NA SUNROOM NA nECKS NA 30VERED BREEZEWAY NA 30VERED ENTRANCE NA =OOL HOUSE/ CABANA NA JNCOVERED ENTRANCES NA STEPS / PLATFORM 124 sq, fU (a) WITHOUT STORAGE (b) WITH STORAGE SCOPE OF WORK TO BE PERFORMED 1) WINDOWS IN BAY ON THE WEST SIDE OF THE HOUSE TO BE BE REPLACED WITH 9'-0" PATIO DOOR 2) OPENING BETWEEN KITCHEN AND LIVING ROOM TO BE ENLARGED S) MUG ROOM BATHROOM TO BE RECONFIGURED 4) PROVIDE PLATFORM AND STEPS AT LOCATION OF DOORS ON THE WEST SIDE OF THE HOUSE 5) HOUSE TO BE GUTTED 6) PROVIDE NEW HVAC 7) PROVIDE NEW PLUMBING 8) PROVIDE NEW ELECTRIC SERVICE THROUGH-OUT THE HOUSE S) PROVIDE NEW SHEETROCK 10) PROWDE NEW REPLACEMENT WINDOWS AND DOORS o) 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) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 500-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER STRESSES d) A SINGLE CONCENTRATION ~TH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SEC~ON R802,10,1, e) SEE SEC~ON R502,21 FOR DECKS ATTACHED TO EXTERIOR WALLS TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED COMPRESSION STRENGTH (:o) (fc) TYPE OR LOCATION OF CONCRETE CONSTRUCnON WEATHERING POTENTIAIL 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~ FOUNBA~ON WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 5,000 (d) PORCNES, CARPORTS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 3,500 FOR SI; 1 POUND PER SQUARE INCH + 6,895 kpa (a) AT 28 DAYS PSI (b) SEE TABLE R301,2(1) FOR WEATHERING POTENTIAL (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL RE AIR ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (d) CONCRETE SHALL BE AIR ENTRAINED, TOTAL AIR CONTENT (PERCENT BY VOLUME OF C~NCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT, (e) SEE SECTION R~02,2 FOR MINIMUM CEMENT CONTENT, NOTE: ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE ,ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 3,, SECONDFLOOR BATHROOM BATHROOM ER 5,, C 0 2,, KITCHEN ROOF HOUSE PLUMBING RISER DIAGRAM (NTS) NOTE: ALL PLUMBING PIPE S[ZlNC TO COMPLY WITH NYS CODE 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 SEC HIGH WIND EDITION. NOTE: ALL ROOMS MEET OR EXCEED THE NYS, STANDARDS FOR THE NATURAL LIGHT AND VENTILATLON 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 SEC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO DCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (5) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND A~IC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE ~qO SUBSTITUTIONS All Framing Hardware Shown on lthese Plans, Unless Otherwise Indicated, Is Sirtnpson Strong- Tie, No Substitutions ore Approve~d or Authorized. Due to the Relationships of Fremling Hardware to the other Components of the Structure, any Framing Hardware Substitutions wNII Render These Plans NuN and Void, and will Result tn the Instoller / Contractor Assuming Responslbility for the Design and Performance of the Entire System, ~ COPYRIGHT 2011 D,A,K ASSOCIA~S, LLC, ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT RE REPRODUCED ~ITHOUT ~ITTEN AUTHORIZAIlON. AhL PLANS AND DESIGNS ARE THE SOLE PROPER~ OF D A K. ASSOCIATES, LLC. THE RIOHT TO BUILD ONLY ONE SI@UC~RE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO ~E BUYER Acceptance of these drawings does n0I authodze the nght to build without the nuthorfzaD0n of local governing agamas, such as Suffolk County Dept. 0f Heolth Serwces, Town Buibng Departments, DEC, FEMA, otc Verify ell c0nditl0nS, codes, cnd reqmrements with such agencies FI0r to construction D°AoK ASSOCIATES, LLC 506 Main Street phone: 1631) 767-6071 WeslhampfonBeach, NewYolk 11978 fax: 1631)466-3354 EMai[: CArm~SBS@aol.corr )WNERSHIP & USE OF DOCUMENTS: These drowlngs end spectf[cetions Including the ideas, desl§n ~nd orran§ements represented (harem, ere the property of D,AK, ASSOCIATES, LLC, Ne pert thereof shell be copied, disclosed to others or used in connecbon with any work or project other then for which they hove been prepared without written consent WORK NOTES: PROJECT, ENRIQUEZ RESIDENCE 9th STREET GREENPORT, NEW YORK, 11944 DRAWING TITLE; GENERAL NOTES PLUMBING RISER DIAGRAM SET: ISSUED FOR: DATE: SEAL: DATE: MARCH 18, 2012 948 2012 DRAWN BY: BDK CHECKED BY: JJD SHEET NUMBER; G1 JAMES d DEERKOSKI D D"A'K ASSOCIATBS, ~m MODEL gA (TOTAL) AVC LENGTH OF DOLT IN WOOD MEMBER LENG~II OF BOLT ,N WOOD MEMBER LFTA REFCODE pLATEs[~T" / ~'~' / LST20 20 2 10d 12-1Od x I~" 2383 775 720 ~0 ~,4,_ ~ DETA "E" I [ Equalnumbed oF- / TYPE OF Dm~C~o.J OOU~-F~e-LARCH/sO, PINE CODE ~ ' ~ specie[ed n~iLs in > DEFLECTION AT HIGHEST ~STU "- MODEb IACHINI AV~ 'AT HIGHESTALLOWABLE /SIMPSON ANCHOR JOLTS ULT' IN VERTICAL WOOD MEMBER ALLOWABLE LOAD DESIGN ~ TAKE UP WASHER NO' W L ~AJL5 000> LUS46 NO :LENGTH L GA CUT LENGm (100] (133 / 180)a Cc. ~.p~on S~¢ong AVG UPLIFT FLOOR (100)m SNOW (115~ ROOF 025) CODE By A LmOE~SE P.OF~SSmONAL ENGINEER, PLACES DETAIL "F" 14 31" gA" 2 8_16d B 16d 607, 1755 2105 1650 1900 2068 3B. B4f 12: /ARTt'x12 / S~MPSON SP4 / J COUPLER NUT USE ~ mNmU, m -- -STU "- SIDE BF TRUSS' E~ NUT ~ ~ / SIMPSON ~. ~ /s~ut"- ~ TAKE-UP WASHER TBTAL FBUR .~ HD2A ;~" q ; % Il /~" ANCHOR BOLTS II LFTA RBD SYSTEM ~ LFTA - LFTA J 9th STREET . GREENPORT, NEW YORK, 11944 ~ '~'~% ' ~~LTP4~ ADDITIONS -- -- j AW'i; TA~LiTs&csLCULATIONS ~ ~ AS PER CHAPTER 1 OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, ' / ' % SECTION 101.4.4, ADDITIONS, ALTERATIONS, RENOVATIONS OR REPAIRS, , DETATT, "L" ~ LTP4 ~-/ ALTERATIONS SHALL CONFORM WITH SECTIONS 101.4.4.1 - 101.4.4.5 I STRONG-TIE DETAILS :. DETA~ "C" 101.4.4.1 ADDITIONS: ~" ~ Simpson S~onD-Tie ADDITliONS SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW ALL SIMPSON HANGERS HAVE BIEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACI~ Fioov-~o-Ftoon Connections CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTiON(S) OF THE EXISTING OR BUILDING EQUAL TO OR GREATER THAN TtHE REQULRED AMOUNT CALCU~TED FOR EACH CASE. J ~. ~ SYSTE~M(S) TO COMPLY WiTH CODE. SHEATHING NOTES: ~ ADDiTI<ONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING 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 ~EAL, BUILDUNG SYSTEMS. FAMILY DWELLINGS, 2001 SBC ~IGH WIND EDITION.&~,, x MARCH 18, 2012 LTP4 '~DET L "B" 101.4,4.3 OTHER ALTERATIONS (1) SHEATHINO TO BE ~AILED ~0 CCA SiLL 948-2012 LTP4 WHERE LESS THAN 50% OF A BUILDING SYSTEMS OR SUBSYSTEMS, MEASURED IN UNITS (2) SHEATHING TO EQUALLY SPJAN 1ST AND 2ND FLOOR BOX SEAM Simpso~ S~momD-Tie %~ APPROPRIATE TO THAT SYSTEM, IS REPLACED OR WITHIN ANY 12 MONTH PERIOD, ALTERATIONS (5) SHEATHING TO EQUALLY SPJAN 2ND FLOOR AND A~IC TOP P~TES ¢ BDK FLoor-~o-FLoor Co~ec~ons TO TH.AT PORTION OF THE SYSTEM SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION (4) SHEATHING TO BE NAILED ~0 TOP P~TE OR OV/ERLOAD EX~STING BUILDING SYSTEMS OR SUBSYSTEMS. NB SU3STITUT;ENS~~%~, ~/-~~JJD SECTION 402 ALt Fm~mLn9 hmmdw6me sho)wn om these p[~ms, BUILDHNG THERMAL ENVELOPE un(ess othecwlse imdicct~d, Is Simpson StmOnD-Tie, No substitutions ~me op~coved om &uthoclzed, 402.1 INSULATION AND FENESTRATE CRITERIA. THE BUILD,NO THERMAL ENVELOPE SHALL MEET ~ue to the meL~t[omshlps, o¢ Fm~mlm9 hmmdw~Pe to THE R~EQUIREMENTS OF TABLE 402.1(1) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. the othem components o¢ the stmuctume, ~ny ¢momlng~ DOB NOMBER' OF assuming responsibility F~or the design ~nd SCWA 1 ~Ex[sting 2x6 Floor CRAWL 8PAGE Provide mln, 2" ...1Existln~ 2x6 Floor Joists @ 16"oc Oil Tank Joists @ 18"oc Provide New S~" Dic Steel Column om 2z-"x 24"x 12" Oonc, Footing, PROVIDE ALL FIRE-BLOCKING AS NECESSARY TO COMPLY WLTH NYS, CODE, Existin9 2xlO Floor Joists @ 18"oc Electric Panel PROVIDE ALL FIRE BLOCKING AS NECESSARY TO COMPLY WITH NYS. CODE, [----I--7 Provide New 5,~" Dia. New I_t_ I Steel Column on 4x4 I I 24"x 2W'x 12" Conc. ~_ _j Footing. Existin9 2x10 Fleer (~ Joists © 18"oc ~' System Existing Stairs do not meet NYS Code. Rebuild stairs os necessary to match Existing Stairs, Increase ell clearances if possible to allow the existing stair specs to conform with the NYS. Code. ,..1Exlstln9 2x6 Floor Now post~ BASEMENT IPROVlDE ALL FIRE-BLOCKING AS NECESSARY TO COMPLY WITH NYS, CODE, Provide New 5~" DI~, Steel Column an 2¢"x 24'x 12" Conc, Footing. Exist[n9 2x10 Floor ?1=, Joists @ 18"0c F~l--q Provide Ne~ ;~" Die, I~l- I Steel Column an [- -J Footing, Provide 24" wide access openings CRAWL SPACE Provide mln. 2" concrete sJob ,..1Existing 2x6 Floor Provide 24" wide access openings to crawl space (2)2X8 ] BOSOM TO BE MIN, OF 7' 2~" FOUNDATION PLAN SCALE: 1/4" REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING FASTENING AND TIE DOWN DETAILS (~ COPYRIGHT 2011 D,A,K ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED UNDER FEDERAL COPYRIGHT LAW, PLANS MAY NOT BE REPRODUCED WllHOUT WRITTEN AU~ORIZATION. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF O,AK ASSOCIATES, tLC THE RIGHT TO BUILD ONLY ONE SIRUC~]RE FROM ~HESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER, Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies, such os Suffolk County Dept. of He01th Services, Town Building Oepartmen[!, DEC, FEMA, n[c. Verify all condiNons, codes, and requirements with such to construction. D oAoK ASSOCIATES, 506 Main Sfree~ phone: (&3II 767-~071 WeMhamplonBeach, New¥ork 11978 bx: {631J466-3354 E-Mail: CArmBB88@aoLcom 3WNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, ore the property of D A K, ASSOCIATES, LLC. No port thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they hove been prepared without written consent WORK NOTES: PROJECT: ENRIQUEZ RESIDENCE 9th STREET GREENPORT, NEW YORK, 11944 DRAWING TITLE, FOUNDATION PLAN SET: ISSUED FOR: DATE: MARCH 18, 2012 ~ROJECT NO: 948-2012 )RAWN BY: BDK ;HECKED BY: JJD NUMBER: A101 JAMES d DEERKOSKL PE OF REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETA[Lg IRROVIDE ALL FIRE-BLOCKING AS NECESSARY TO COMPLY WITH NYS, CODE 2x6 Rafterrs Porch tAll window end door ere existing os well as their headers, 2" DINING ROOM Existing 2x8 Ceiling Joists @ 1S"oc 101" Celhng Hmght Ceiling Height Existin§ 2x8 Ceilfn9 Joists @ 1S"oc PANTRY 101" Ceiling Height Recess wail @ 3" t~ allow for Ret to LIVING ROOM Exlstlnc 2x8 Ceflin: Jorsts All Floor joists to be ~ sistered with 2x6 Existim Joists hl GUESTSEDROOM! OFFICE Existing 2x8 Ceiling Joists @ 15"oo Proor joists to be Sistered w/l~"x 5~" LVL's KITCHEN Flush Beam PROVIDE ALL FIRE-CLOCKING AS NECESSARY TO COMPLY WITH NY@ CODE Existing Stolrs do not meet NYS Code, Rebuild st@rs os necessery to motch Existing Stairs, Increase oil cleoronces If possible to allow the existing stair specs to conform with the NYS. Code. BATH PROVIDE ALL FIRE-BLOCKING AS NECESSARY TO COMPLY WITH NYS. CODE. All window and door ore heoders. exisbng os well os their' Step PATIO l z' ¢,' 7' ¢," t ~'-~" IG'@~" NEW Verity with Owner '~2'-7 ~' x , FI ST FLOOR PLAN L .... J WALLS TO BE REMOVED ~ OPENINGS TO BE FILLEDIN PROVIDE ALL FIRE-BLOCKING AS NECESSARY TO COMPLY WITH NYS, CODE, Existing Stairs do not meet NYS Code, RebuTId stairs os necessary to match Existing Staffs, Increase oll clearances If posmble to allow the existing stair specs to conform with ~e NYS Code. ~ COPYRIGHT 2011 D.A,K ASSOCIATES, LLC. ALL FLOOR PLANS AND ELEVATIONS ARE PROEECTED UNDER FEDERAL COPYRIGHT LAW PLANS MAY NOT BE REPRODUCED WITHOUT WRITTEN AU~dORIZA DON. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF DA.K. ASSOCIAES, LLC gHE RIGHT TO BUILD ONLY ONE STRUCTURE FROM 7dESE PLANS IS LICENSED EXCLUSIVELY TO gHE BUYER. Accept0nce of these drawings does not authorize the right to build without the outhorlmH0n of IOCBI governing agencies, such BS Suffolk 60unty Depi of He01th SerMces, Town Building Deportmenfs, DEC, FEMA, otc, Vedfy oil condlBons, codes, and requirements wfth such to construction D oAoK ASSOCIATES, LLC 5D~ Main S]reet phone: (6311767-60 Weslhampfon Beach, New York 11978 lax: (631] 466-3354 E-Mar: CArm8888@aol.com ?WNERSHIP & USE OF DOCUMENTS: These drawings and specificoDons including the Ideas, design end arrangements represented thereM, ore the property of B A K, ASSOCIATES, LLC, No port thereof shell be copied, disclosed to others or used in connection with ony work or project other than for whmh they h~ve been prepared without written consent, WORK NOTES: ~ROJECT: ENRIQUEZ RESIDENCE 9th STREET GREENPORT, NEW YORK, 11944 DRAWING TITLE; FIRST FLOOR PLAN SET: ISSUED FOR, DATE: MARCH 18, 2012 PROJECT NO: 948 2012 DRAWN BY: BDK CHECKED BY: JJD SHEET NUMBER: A102 JAMES J © D'A'K ASSOCL~TES, Lm REFER TO GENERAL NOTES FOR ALL STRAPPING, NAILING~ FASTENING AND FIE DOWN DETAILS PROVIDE ALL FIRE-BLOCKING AS NECESSARY TO COMPLY WITH NYE CODE, q All window and door areI existing os well as their / PROVIDE ALL FIRE-BLOCKING AS NECESSARY TO COMPLY WITH NYE, CODE. Existing Stairs do not meet NYE Code~ Rebuild stairs as necessary to match Existing Stairs, Increase all clearances if possible to alLow the exisUng stair specs to conform with the NYE, Code, 7'.3" Sliding windows BEDROOM Existing 2xS Ceiling Joists @ 16"oc BEDROOM Existin9 2x6 Ceilin m Joists @ 15"ac ~ Existin, 2x6 Cellfnc MAETERBATHROOM CL. Existing 2x6 Ceiling Joists @ 16"oc MASTER BEDROOM Joists @ 16"oc 7'-0" Sliding windows PROVIDE ALL F[RE-BLOCKINC AS NECESSARY TO COMPLY WITH NYS, CODE, PROVIDE ALL FIRE-BLOCKING AS NECESSARY TO COMPLY WITH NYE. CODE, All window and door ore headers, their exlstin9 os well as ,( y-o~" 12'-2~k' SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" ~ COPYRIGHT 2011 D.A.K ASSOCIAES, LLC. ALL FLOOR PLANS AND ELEVAllONS ARE PRO~CTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NTH BE REPRODUCED WllHOUT ~I~N AUTHORIZA~qON. ALL PLANS AND DESIGNS ARE THE SOLE PROPERLY OF D A,K, ASSOCIATES, LLC, ~E RIGHT TO BUILD ONLY ONE SIRUCTURE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUYER Acceptance of these drewie§s does not 0uth0Nze [he Ugh[ to build with0ut the euth0rlzoR0n of local §overnlng agendes, such os Suffolk County Dept, of Health Services, Town Building Doper!meets, DEB, FEMA, etc. Verify oll c0ndiU0ns, codes, 0nd requirements ~lth such to construction, D oAoK ASSOCIATES, LLC ,506 Main Streel phone: [631) 767.6071 Weslhampfon Beach, New ¥or~ 11978 fax; (631)466-3354 E-Mail. CArmSB888aol cam OWNERSHIR & USE OF DOCUMENTS: These drawings and specifications McludMg the therein, are the property of D A,K ASSOCIATES, LLC. No port thereof shall be copied, disclosed to others or used i~ connection with any work or proJect other than for which they have been prepared without written consent, WORK NOTES: >ROJECT: ENRIQUEZ RESIDENCE 9th STREET ;REENPORT, NEW YORK, 11944 3RAWING TITLE: SECOND FLOOR PLAN SET: ISSUED FOR: DATE DATE MARCH 18, 2012 PROJECT NO: 948-2012 DRAWN BY: BDK CHECKED BY: JJD SHEET NUMBER: A103 JAMES d DEERKOSKh PE ) D.A,K ASSOCIAI~S, u~ NUMBERI OF REFER TO GENERAL NOTES FOR ALL STRAPPINGL NAILiNG~ FASTENING AND TIE DOWN DETAILS PROVIDE ALL FIRE-BLOCKINS AS NECESSARY TO COMPLY // WiTH NYS, CODE, PROVIDE ALL FIRE-BLOCKING AS NECESSARY TO COMPLY WITH NYS, CODE, Existing Stairs to Attic do not meet NYS Code Rebuild stairs as necessary to match Existing Stairs. Increase all clearances possible to allow the e×fstlng stair specs to conform with the NYS, Code, 2x6 Rofters PROVIDE ALL FIRE-BLOCKING AS NECESSARY TO COMPLY WITH NYS, CODE, ATTIC FLOOR / ROOF PLAN SCALE: 1/4" = 1'-0" O COPYRigHT 2011 D.AK ASSOCIATES. LLC. ALL FLOOR PLANS AND ELEVAtiONS ARE PRO,CED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED WITHOUT HI]TEN AUTHORIZAI]ON. ALL PLANS AND DESIGNS ARE ME SOLE PROPERII' OF D,A.K. ASSOCIATES, LLC. THE RIGHT TO BUILD ONLY ONE STRUClURE PROM THESE PLANS IS LICENSED EXCLUSIVELY TO 1HE BUYER. Accopt0nce of these drawings doss not uuthonze the right to build without the uuthoMzoDon 0f IGc01 g0vermng agencies, such us Suffolk County Dept. of He01th Servms, Town Building Depor!ment!, D[C, rEM& otc, VerMy ell conditions, codes, and requirements with such to construction. DoAoK ASSOCIATES, 506 Main Slreef phone: (631) 767-6071 WesfhampfonBeach, NowYork 11P78 fax: (631)4664354 E-Mail: CArm8888@aol,com gWNERSHIP & USE OF DOCUMENTS~ These drawings and spec~bcatJonS including the Ideas, design and arrangements represented therein, are the property of D.A,K, ASSOCIATES, LLC No part thereof shall be copied, disclosed to ethers or used m connection w~th any work or project other than for which they have been prepared without written consent, #ORK NOTES: ~ROJECT: ENRIQUEZ RESIDENCE 9th STREET GREENPORT, NEW YORK, 11944 DRAWING TITLE: ATTIC FLOOR PLAN SET: ISSUED FOR: DATE: MARCH 18, 2012 *ROJECT NO: 948-2012 )RAWN BY: BDK :HECKED BY: JJD ~HEET NUMBER: A104 NUMBER: JAMES J DEERKOSKI © D.A.K ASSOC~TES, ~ REFER TO GENERAL NOES FOR ALL STRAPPING, NAILING, FASTENING AND TIE DOWN DETAILS ATIC Existing 2x6 - 16"oc. Floor Joists Existing 2x6 - 16'oc, Floor Joists SECOND FLOOR SECOND FLOOR Existing 2x8 - 16'oc, Floor Joists Exlstfng 2x8 - 16"oc. Floor Joists KITCHEN LIVING ROOM Existing 2x19 - 18"oc. Floor Jo~sts Existing 2x19 - 18'oc. Floor Joists BASEMENT Existing (3)2×8 Girder 3~" New Dia Steel Column New Conc, Footing KITCHEN (2)2X8 ACQ GIRDER 4X4 ACQ POST 12" CONCRETE PIER, BOTTOM TO RE MIN, OF 56" BELOW FINAL GRACE. 2X6 ACQ ~~'~ (2)2X8 AOQ GIRDER CROSS SECTION SCALE: 2" = 1'-0" D°A°K ASSOCIATES, LLC 506 Main @reel phone; {631} 767- 6071 WeMhamplon Beach, New York 11978 Iax: [631J 406-3354 E-MoJh CArm8880@aol,com 3WNERSHIP & USE OF DOCUMENTS These drawings and specfficatlons including the ideas, design and arrangements represented therein, ore the property of D AK ASSOCIATES, LLC, No port thereof shall be copied, disclosed to others or used in connecNon with any work or project other than for which they hove been prepared without wHkten consent. NORK NOTES: =ROJECT: ENRIQUEZ RESIDENCE 9th STREET GREENPORT, NEW YORK, 11944 3RAWING TITLE: FLOOR PLANS AS NOTED 3ET: ISSUED FOR: DATE: CROSS SECTION SCALE: 2~'' = 1'-0" (~) COPYRIGHT 2011 D.A.K ASSOCIAES, LLC. ALL FLOOR PLANS AND ELEVAtiONS ARE PROtCTED UNDER FEDERAL COPYRIGHT LAW. PLANS MAY NOT BE REPRODUCED ~ITHOUT WRliTEN AU~ORIZA~ON. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF U.A.K. ASSOCIATES, LLC. ~HE RIGHT TO BUILD ONLY ONE SIRUC~RE FROM THESE PLANS IS LICENSED EXCLUSIVELY TO THE BUVER Acceptance of these drawings does not authorize the ngh[ to build wNh0ut the authorization of local governing agencies, such as Suffolk County Dept. of Neolth Services, Town Building Deportments, DEC, FEMA, e~c. Verify oll conditions, cedes, end reqmrements wUh such t0 construction, JAMES J DEERKOSK © D.A.I( ASSOCIATES, DATE: MARCH 18, 2012 PROJECT NO 948-2012 BY BDK BY: JJD SHEET NUMBER: A301 NUMBER'