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HomeMy WebLinkAbout36849-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 7/6/2012 CERTIFICATE OF OCCUPANCY No: 35801 Date: 7/6/2012 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 130 Rogers Rd, Southold, SCTM #: 473889 Sec/Block/Lot: 66.-2-17 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 11/28/2011 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: "as built" alterations, including renovation of existing bathroom, to an existing one family dwelling as applied for. Lot No. filed in this officed dated 36849 dated 12/5/2011 The certificate is issued to Jeffi'ey & Stacey Caravella (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 6/13/12 36849 7/3/12 Waterworks -- '~ Autho~zed Signature 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 #: 36849 Date: 12/5/2011 Permission is hereby granted to: Caravell_a~, _J..eff 130 Rogers Rd. Southold, NY 11971 To: renovate existing bath & supporting structure below "as built" as applied for At premises located at: 130 Rogers Rd SCTM # 473889 Sec/Block/Lot # 66.-2-17 Pursuant to application dated To expire on 6/5/2013. Fees: 11/28/2011 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION CO - ALTERATION TO DWELLING Total: $515.20 $50.00 $565.20 Building Inspector Form No. 6 TOWN OF SOUT~OLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF occUPP~Icy 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 D~pt. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board 0f Fire Undecwriters. 4. 'Sw.om 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 cerlificatc of Code Compliance'from architect or engineer responsible for the building~ 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natumi or topographic features. 2. A properly cpmpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificaie of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00: 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. C(;py of Certificate of.Occupancy - $:25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: ~// Location of Property: House No. Owner or Owners o£ Property: 3 ~L~6C~ Suffolk Co~mty Tax Map No 1000, Section Subdivision Ol~l, or Pm-existing Building: Street bO' PermitNo. ~ ~.q DateofPermit. /I rate. /2- (check one) Hamlet Block . ~ Lot Filed Map. Lot: Applicant: Health Dept. Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~--~ Underwriters Approval: Final Certificate: ~ (check one) Town Hall Annex 54375 Main Road P.O. Box I 179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (63 I) 765-9502 roger, richert~.town.so uthold, ny. us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Jeff Caravella Address: 130 Rodgers Rd City: Southold St: NY Zip: 11971 ~uilding Permit #: 36849 Section: 66 Block: 2 Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Daniel Wilcenski Electrical License No: 4723-me SITE DETAILS Office Use Only Residential R Ind°°r R Basement ~ Service Only~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panel NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: 1-combination smoke/co detector Ceiling Fixtures [~ HID Fixtures Wall Fixtures ~.~ Smoke Detectors Recessed Fixtures ~.~ CO Detectors Fluorescent Fixture ~.~ Pumps Emergency Fixtures~___.l Time Clocks Exit Fixtures [~J TVSS Notes: Inspector Signature: Date: July 3 2012 61-Cert Electrical Compliance Form.xls CERTIFICATION Building Permit No. 3b?~ " (Pleas~pri~3 ~_5 (Hease prin~) lead. I certify that the solder used in the water supply system contains less than 2/10 of 1% (Plum~ls Signature) Sworn to before me this day of(-J~c~. ~ , 20/~.~ Notary Public, 5~4~0/M County PATR~CIA IRELAND Notary Public, State of New York No. 4842572 Qualifi-'~l in Suffolk County Commission Expires /~-~t TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ [ ] RRE RESISTANT CONSTRUCTION [ ~],~ELECTRICAL (ROUGH) ROUGH PLBG. INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I/.~SULATION [ ] FRAMING/STRAPPING [~/]~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION []ELECTRICAL(ROUGH), []ELECTRICAL(FINAL) REMARKS: ~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ION [ ] FOUNDATION 1ST [~]~ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE&CHIMNEY [ ] FIRESA~-.'~'tlNSPECTION [ ]~'r,~'r~ [ RE.ARKS: ~~___~~ ~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND ~STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING/STRAPPING ~')<~"FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 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: DATE~2~*~ INSPECTO~ 7~OWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Approved /C~/~, 20// Disapproved a/c PERMIT NO. 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 Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: T~ ~l'li~s a~pli~3~.~i~in MUST be i INSTRUCTIONS Fec according to schedule. PERMIT Date November 23 ,20 11 b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in pact for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction &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. ~,~~ff (S)~n~ of applicant or name, ifa corporation) 433 Depot Street, gaston, MA 02375 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Owner (Jen Bihm submitting application on behalf of owner) Nameofownerofpremises Jeffrey Caravella (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. 318MP - Andrew haGrasse Electricians License No. Dan Wilcenski - Suffolk County License #4723 Other Trade's License No. 1. Location of land on which proposed work will be done: 130 Rogers Road Southold House Number Street Hamlet County Tax Map No. 1000 Section 66 Block 2 Lot 17 Subdivision Be±xedon Estates Filed Map No. 1472 Lot 4 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residential b. Intended use and occupancy_ Residenfial 3. Nature of work (check which applicable): New Building Addition Alteration Repair X Removal Demolition x Other Work (Description) 4. Estimated Cost $15,000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units i Number of dwelling units on each floor If garage, number of cars i 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensionsofexistingstmctures, ifany:Front See SurveYRear Height Number of Stories Depth Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size oflot: Front Rear _Depth 10. Date of Purchase 9/22/11 Name of Former Owner Marie Carri9 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO x 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES __ NO X 14. Names of Owner of premises J. Carave 1 la Name of Architect Name of Contractor N/A Addressl30 Roqers RoadPhoneNo. 646-246 5518 Address Phone No Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. ls this property within 300 feet of a tidal wetland? * YES __ NO X * iT YES, D.E.C. PERMITS MAY BE REQUIRED. NO x 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, PROVIDE A COPY. NO x STATE OF NEW YORK) SS: COUNTY OF Suf fo13~ Jeffrey Caravella 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 t~ge performed the said work and to make and file this application; that all statements contained in this applicati~~f~.s~his knowledge and belief; and that the work will be performed in the manner set forth in the app~?~ :'-. Sw°rn t° her°re me thisM ~/rl~.~ % Nota~ Public ~ ~ ~ .: Si~at~r~o{~p~icant Town I-hll 54375 Main Road P.O. Box 1179 $outhold, NY 11971-0959 Telephone (631) 765-1802 r~er. richert(~,t~w(~n!~u~o~(~.nv, us BUILDING DEPARTMENT TOWN OF SOUTHOLB APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: License No.: Address: Phone No.: *Cross Street: *Phone No.: Permit No.: Tax Map District: /--/Tz ?- ~ ¢- . · JOBSITE INFORMATION: (*!ndi~tes required information) · ~me: ~ ~ ~ i ~ ~,.~/~ . , 1000 Section: . ~ Block: Date: I I - 7._ ~-. I I *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Lot: (Please Circle All That Apply) *Is.job ready for inspection: *Do you need a Temp Certificate: Final Temp Info~ation (If needed}- ~ ' *Service Siz~,~ 1 Phase 3Phase 100 ~ 200 300 350 400 Other *Ne,,w..Service: "~nect Underground Number~ers Change of Service Overhead Additional InfOrmation: ~ PAYMENT DU'~q,TH APPLICATION ~4 82-Request for Inspection Fon"n ~ Town Hall Annex 54375 Main Road P.O. Box 1179 Southold. NY 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 June 25,2012 Jeff Caravella 130 Rogers Rd Southold, NY 11971 BUILDING DEPARTMENT TOWN OF SOUTItOLD 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: 36849 - Alteration Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD July 2, 2012 Jeff Caravella 433 Depot St Easton, MA 02375 Re: 130 Rogers Rd, Southold 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. BUILDING PERMIT: 36849 - Alteration IOHN C. EHI.I~.RS LAND SURVEYOR Addendum to Plans 130 Rogers Road Permit#: '3 ¢ ~ ~'/c~ Contact: Jeff Caravella Phone: 646-246-5518 February17, 2012 - Per my discussion with Connie Bunch on Monday, February 13th, I am providing notice that I plan to update the bathroom located on the Ist floor of 130 Rogers Road. This update is an addendum to the existing plans for the permit listed in the title. This bathroom update will include: · Updates to all fixtures, including toilet, sink, vanity and shower · Replacement of existing tile floor · Replacement of drywall No structural alterations to the footprint are planned to the bathroom and existing plumbing will remain in the same place once the bathroom update is complete. Existin£ 1st Floor Bathroom Floor Plan (Bathroom in Red) FEB 1 7 2012 BLDG. DEP'L ]'OWN OF SOUTHOLD Original Scope of Work: · Demo existing upstairs and downstairs bathroom (approx SO sq feet) · Update fixtures (Toilet, Sink, Shower, Shower Fixtures, Vanity) · Install tile floor Chanl~es to Scooe of Work: Upon removing the tile floor in the upstairs bathroom it was discovered that there was damage to the floor as a result of water damage and it was noticed that the floor was sagging underneath as a result of a joist that had been cut to make room for a pipe. It appeared from newspaper found in the wall, that the work was completed in May 1960. There was also additional water damage in the room below that required me to remove the existing drywall (former dining room). The current plan is to replace the ceiling and walls in the former dining room with drywall when the upstairs bathroom project is completed. Through this work the following was advised: · Sagging floor would need additional reinforcing · Electrical that runs to the bathroom would need updates No other structural work involving plumbing or electrical is planned at this time. CONTRACTOR NOTES .......... ~ ~T~I ........ PRESCRI~IVE DESIGN CRITERIA ~mr ~ ....... ~ .......................................................... CA~VEL~ · ~ ~ .........~ J RESIDENCE I :I i ~~ CARAVELLA CROSS SECTION ~ CROSS SECTION ~ CROSS SECTION A301 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 BEST TRADE PRACTICES BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINCB, 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 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 THE CONTRACTOR SHALL SE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA THE CONTRACTOR SHALL DESICN AND INSTALL ADEQUATE SHORINC AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURINC THE EXECUTION OF THE WORK THE CONTRACTOR SHALL LAy OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES PLUMBING, ELECTRICALS, ETC PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANDE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS THE CONTRACTOR SHALL DO ALL CUTTINC, PATCHING, REPARINC AS REQUIRED TO PERFORM ALL OF ThE WORK INDICATED ON THE DRAWlNOS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED 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 THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE RESOLUTION 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. 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 GENERALNOTES: Wood 2 4 All studs to be Doug F~r Larch All structural wood sh¢~ll be ~n accordance with the natlonol demgn Nolhng schedule shall be in accordonce wlth the specified code. Pre-manufactured trusses. o. All trusses sholl be "shoped" as shown on architectural cross sectloRs. b. Trusses shall bear 8 boco number and shall be manufootured by o registered manufacturer. Erect and brace trusses in accordance to truss plate msUtute recommendations a All plywood shall be in accordance w~th the American Plywood Association (APA) specifications. b. Plywood sheath,ns shall be contlnuous over two or more spans w~th gram of face plys across corporation or equal All sdls shall be pressure preservotlve treated (4 PSF retention) SYP #2 or better Design values' o Fromm9 Lumber' DF (north) No. 2 or better Fv - 95 PSi Fb 825 PSI #2 or better, and all other structurol wood to be Douglas F,r #2 or better speobcobons for wood construcbon - latest ed~bon supports o. Lominated Veneer Lumber (LVL): E 1,900,OO0 Fv = 285 PSI Fb = 26OO PSi DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENCINEER ARE NOT OVERSEEINC 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 CONBTRUCTION 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 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 DOCUMENTS DOCUMENT NOTES THESE CONSTRUCTLON 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 DEERKOSKI, ARM & 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. SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 1. GENERAL ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF BOUTHOLD, NEW YORK, BUILDIND CODE, AND REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION~ 2. 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 O 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, OR ANY FLAMMABLE CAS TO BE USED DURING CONSTRUCTIOIN. .3. 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. 4 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 WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN RECULAR HOURS B CONSTRUCTION OPERATIONS WILL NOT FNVOLVE 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. B 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 SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE PROPERTY EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDrTIONB 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 C)R 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 ACTIONI 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, OAK ASSOCIATES, LLC, OR OWNER THE BEGINNING OF WORK SHALL INDKCATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS, · PROVIDE SINGLE AD MULTIPLE STATION SMOKE ALARMS AS WELL AS CARBON MONOXIDE DETECTORS SINCLE AND MULTIPLE-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES, GROUNDSNOW I WINED LOAD SPEED (rnph) 45 Ibs/sqft ! 120 (mph) SEISMIC DESIGN CATEGORY WEATHERING SEVERE CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DAMAGE FROM WINTER ICE SHIELD SUBJECT TO MODERATE TO HEAV~ SLIGHT TO MODERATE 11 degrees FROST LINE DESIGN UNDERLAY- FLOOD DEPTH TERMITE DECAY TEMP MENT REQUIRED HAZARDS 3'-0" YES 1984/1998 DESIGN CRITERIA PRESCRIPTIVE DESIGN USES(s) AND OCCUPANCY CLASSIFICATION(s) USE OCCUPANCY RESIDENTIAL R 3 TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B HEIOHT AND FIRE AREA HEIGHT FIRE AREA HEIGHT. BUILDING THE VERTICAL DISTANCE FROM GRADE PLANE TO UNLIMITED AREA THE AVERAGE HEIOHT 5 STORY OF THE HIOHEST ROOF AS PER TABLE 503 SURFACE -N/A AS PER SECTION 502 OF THE BUILDINC CODE OF NEW YORK STATE TOTAL HEIGHT FROM RIDGE TO GRADE N/A 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 AREAS OF STRUCTURE BASIC CRAWL SPACE NA DESCRIPTION OF WORK BASEMENT NA FIRST FLOOR ADDITION NA BEING PERFORMED SECOND FLOOR NA THIRD FLOOR NA 1) DINING ROOM WALLS ADJOINING LIVING BALCONY NA ROOM AND HALL TO BE REMOVED LOFT NA 2) PRO.DE (2)5~"X 9~' LVL GIRDERS ATTIC CHOUSE)Ca) NA AT LOCATIONS OF WALLS REMOVED ATTIC CHOUSE)Cb) NA ABOVE ;ARAGE NA $) PROVIDE 4X4 POST AT EACH END OF THE GIRDERS NOTED ABOVE ATTIC CGARACE)(a) NA BONUS ROOM NA 4) PROVIDE SOLID BLOCKING BETWEEN SCREENED PORCHES NA FLOOR JOISTS BENEATH BEARING SUNROOM NA POINTS AS NOTED ABOVE. DECKS NA 5) PROVIDE 3" DIA STEEL COLUMNS PORCH REMOVED NA BENEATH SOLID BLOCKING RESTING COVERED ENTRANCE NA ON 2'-O"X 2' O"X 1' 0" CONE POOL HOUSE/ CABANA NA FOOTING UNCOVERED ENTRANCE5 NA tm) WITHOUT STORAGE (b) WITH STORAGE MINIMUM UNIFORM DISTRIBUTED LiVE LOADS (in pounds per square foot) USE LIVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 ~0 DECKS (f) 40 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 30 10 STAIR5 40 (c) 10 CUARDRAIL AND HANDRAILS (d) 200 (c) I0 ROOF 30 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 5 UNITS IN 12 UN~TS c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 300 POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER STRESSES d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH SECTION R802 10+1 e) SEE SECTION R50221 FOR DECKS ATTACHED TO EXTERIOR WALLS TABLE R4022 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED COMPRESSION STRENGTH (o) (lc) TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL SEVERE (b) BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BASEMENT SLABS AND INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (¢) BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER &GO0 (d) PORCHES, CARPORTS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) FOR SI: 1 POUND PER SQUARE INCH + 6 895 kpa (a) AT 28 DAYS PSI (b) SEE TABLE RSO~ 2(1) FOR WEATHERING POTENTIAL (¢) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURrNG CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE ~TH FOOTNOTE (d) (d) CONCRETE SHALL BE AIR ENTRAINED TOTAL AIR CONTENT CPERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN S PERCENT OR MORE THAN 7 PERCENT (e) SEE SECTION R4022 FOR MINIMUM CEMENT CONTENT, NEW YORK STATE ENERGY CODE PRESCRIPTIVE DESIGN CRITERIA AS SECTION 101.4.4, ADDITIONS, ADDITIONS AND ALTERATIONS 101 4.4.1 ADDITIONS: PER CHAPTER 1 OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK ALTERATIONS, RENOVATIONS OR REPAIRS, SHALL CONFORM 'filTH SECTIONS 101.4.41 101443 STATE, 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 EXISTING BUILDING SYSTEMS. 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 4021 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 5, 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 VENTILATION 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 SBC HIGH WIND EDITION. (1) SHEATHING TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NO SUBSTITUTIONS All Framing Hordware Shown on these Plons, Unless Otherwise Indicoted, Is Simpson Strong- Tie No Substitubons ore Approved or Authorized. Due to the Relotionshlps of Fr~:m,ng Hordw(:re to the other Components of the Structure, ony Fromlng Hardware Substitutions will Render These Plons Null and Void, and wdl Result in the Instoller / Controctor Assuming Responsibility for the Design and Performance of the Enbre System, DoAoK ASSOCIATES, 506M0[nStreet phone' (631)767 507] Westh0mpt0n Beach, New Y0rk It978 fax i63}] 466- 3354 E-Ma~l: CArm8888~ad c0m OWNERSHIP & USE OF DOCUMENTS These drowmgs mhd speclflCmUons Including the Ideas, design Grid mrrongements represented therein, ore the property of D A K ASSOCIATES, LLC No port thereof shmll be copied, d~soosed to others or used in connection with any work or project other than for which they have Peen prepared without written consent ~ORK NOTES' PROJECT PROPOSED ALTERATION TO THE CARAVELLA RESIDENCE 130 ROGERS ROAD SOUTHOLD, NY. 11935 DRAWING TITLE GENERAL NOTES SET, ISSUED FOR. DATE SEAL' MARCH 07, 2011 mROJECT NO' 946-2012 BY BDK ;HECKED BY JJD G1 JAMES d DEERKOSKI D'A'K ASSO£1ATES, ttc ¸5' BASEMENT STRUCTURAL CEILINGsco,B PLAN k ~ I H h' ,' 'KI Il ¢- FIRST FLOOR STRUCTURAL CEILIN~D? PLAN Acceptance of th~se drawings does not authorize the right to build without the authorization of local governing agencies, such as Suffolk County Dept of Health Services, Town Budding Depar'mcnt$, DEC, FEMA, ctc Vcri~ all conditions, codes, and requirements with such ~ D°A°K ASSOCIATES, ~c 506 Main S~'ee' pqone [631)767.6071 WeChamplon Beach, New Yor~ 11918 fax (531)466-3354 EMo[I CArm8888~aol com OWNERSHIP & USE OF DOCUMENTS These drewmgs and Specifications mcluamg the therein, are the property of D,A K ASSOCIATES, LLC No part thereof shall be copied, d~sclosed WORK NOTES PROJECT' PROPOSED ALTERATION TO THE CARAVELLA RESIDENCE 130 ROGERS ROAD SOUTHOLD, NY. 11935 )RAWING TITLE STRUCTURAL PLANS gET ISSUED FOR DATE SEAL: JAMES d DEERKOSKI, PE DATE MARCH 07, 2011 946-2012 DRAWN BY BDK CHECKED BY JJD SHEET NUMBER A101 DOB NUMBER [ OF [-A rH-'C, ,1~ bt', ;s,~ I 1 ~-~ CROSS SECTION A tE-iHk, p ,V R'I' f ~]S,~ [ f,ijnJ,l[,r, P fir',h3 SEr',,?,,,A C. I Ii II I',ll Ii,""[I- il II l[' II ~ CROSS SECTION ~Bo,' Acceptance of these drawings does not authorize the right to budd without the authorization of local governing agencms, such as Su£tblk County Dept of Ileagh Servtces, Town Building Deparmaents, DEC, FEMA, etc. Verify all condnions, codes, and reqmrements wnh such agencies prior to construction ~ D°A°K ASSOCIATES, LLC 506 Main Street phone' (6311767.6071 We$1hampton Beach, New York 11978 'ax' (631} 466-3354 E-Marl CArm88888ad corn DWNERSHIP & USE OF DOCUMENTS These drawmgs (]nd specihcaUons includmg the ~deas, design and orrongeraents represented there~n, ore the property of D A K ASSOCIATES, LLC No port thereof shall be copied, disclosed to others or used ~n connecUon with (Iffy work or pro~ect other than for which they hove been prepared w~thout written consent NORK NOTES )ROJECT PROPOSED ALTERATION TO THE CARAVELLA RESIDENCE 130 ROGERS ROAD SOUTHOLD, NY. 11935 DRAWING TITLE CROSS SECTIONS SET, ISSUED FOR DATE SEAL MARCH 07, 2011 :ROJECT NO 946-2012 )RAWN BY BDK 2HECKED BY JJD 5H£ET NUMBER A301 NUMBER JAMES J DEERKOSKI, PE CONTRACTOR NOTES 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 OOVERNINO BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 3. 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 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 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. B. ELECTRICAL WORK SHALL BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANOE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED Sign OFFS 9. THE CONTRACTOR SHALL DO ALL GU%lINg, PATCHING, REPARINC 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 DAK ASSOCIATES, LLC. NO CONSTRUCTION WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE RESOLUTION. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND HE WILE BE 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%rENTION FOR IMMEDIATE RESOLUTION GENERAL NOTES: Wood: All studs to be Doug Fir Larch #2 or better, ond all other structural wood to be Douglas F,r #2 or better. All structurol wood sholl be ~n occordance wlth the national design speclficabons for wood construcbon latest edd~on. Nailing schedule shall be in accordance with the specified code. Pre-manufactured trusses a All trusses shale be "shaped" es shown on architectural cross sections. b. Trusses shall bear o boca number and shall be manufactured by o registered manufacturer. 5 Erect Grid broce trusses in occordonoe to truss plate ~nstltute recommendabons 6 Plywood sheathing a All plywood shell be in eccordonce ~Uth the Amedccln Plywood Assocletlon (APA) specifications b. Plywood sheathlng shall be continuous over two or more spans wdh gram of face plys across supports corporation or equol. All sills sholl be pressure preservebve treated (.4 PSF retention) SYP #2 or better. 8. Design values. o From~ng Lumber: DF (north) No. 2 or better E = 1,600,000 PSI Fy - 95 PSi Fb 825 PSI 9 Design volues o. Lom~nated Veneer Lumber (LVL): E 1,900,000 PSI Fv - 285 PSI Fb - 2600 PSI DEERKOSKI, ARIM & KEHL ASSOCIATES, LLC. NOTE DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEIND 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 DEERKOSKL ARM & KEHL ASSOCIATES, LLC. THE USER SHALL in FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESRONSIBILITY IN REGARD TO CON%TRUCFION 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 ARISINO 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 RESPONSIBILrTY FOR THE PLAN USER'S FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS DOCUMENT NOTES THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATFORNEY'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. 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 EL LOCKED AREA. C ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED MATERIALS ARE TO BE KEPT AWAY FROM HEAT ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND IN THEIR RESPECTIVE MANUFACTURER'S USE UNLAWFUL u, ¢,,,¢ PANCY 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 OAS LEAKAGE IN THE BUlL I GAS TO BE USED DURING CONSTRUCTION ON LEAD CON~ENT BEFORE DUST CONTROL CERTIFIOATEOFOCCUPANCY A DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE iMMEDIATE~,~ v~-~.~,~//~p/~'.qY,~T~/V/~AN~L~~~~T B CONTRACTOR TO ISO~TE CONTRUCT, ON AREA FROM OCCUPIED BUILDING AREA BY OR ¢ PLUMING ~' NOISE A~ER HOURS' ~ ALL PLUMBiNG WASTE I & WATer LINES NEED HOURS: 8AM TO 6~~ A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING B. EXCEPT LEGAL HOLIDAYS. 5 6 CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS CONSTRUCTION OPERATIONS WILL NOT INVOLVE rNTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVrCES TO THE OWNER CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AHD WiLL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENrENCES TO THE OTHER NEIOHHBORS SPECIAL SAFETY NOTES ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKINO ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY 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 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-STATION IN ACCORDANCE WITH STATE, FEDERAL, AND LOCAL CODES. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SNOW SPEED (mph) DESION LOAD CATEGORY 45 Ibs/sqft 120 mph C WEATHERING SEVERE DESIGN CRITERIA PRESCRIPTIVE DESIGN USES(s) ANO OCCUPANCY CLASSIFICATION(s) USE OCCUPANCY RESIDENTIAL R-3 TYPE OF CONSTRUCTION (CHAPTER 6) TYPE GROUP V B HEIGHT AND FIRE AREA HEIGHT FIRE AREA HEIGHT BUILDING, THE VERTICAL DISTANCE FROM GRADE PLANE TO UNLIMITED AREA THE AVERAOE HEIGHT 5 STORY OF THE HIGHEST ROOF AS PER TABLE 505 SURFACE -- N/A AS PER SECTION 502 OF THE BUILDING CODE OF NEW YORK STATE TOTAL HEIGHT FROM RIDGE TO ORADE N/A SUBJECT TO DAMAGE FROM FROST LINE DEPTH LUMBER SPECIES AND GRADE ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER ALL EXT DECK FRAMING MATERIAL CEA NC PINE #2 AND BETTER AREAS OF STRUCTURE BASIC :PAWL SPACE NA DESCRIPTION OF WORK 3ASEMENT NA rLRST FLOOR AD©ITION NA BEING PERFORMED ~ECOND FLOOR NA fHIRD FLOOR NA 1) DINING ROOM CEILING JOISTS TO ~ALCONY NA BE SISTERED W/ lJ"X 5~~ LVL's .OFT NA 2) NEW PLUSH BEAMS TO BE ~TTIC (HOUSE)to) NA ~NSTALLED IN DINing ROOM CEILING ATTIC (HOUSEXb) NA 3) SECOND FLOOR BATHROOM IS TO GARAGE NA BE RENOVATED ATTIC (GARAGEXo) NA 4) NEW INSULATION, WIRING, TILE, BONUS ROOM NA TRIM AND SHEETROCK ARE TO BE SCREENED PORCHES NA INSTALLED AS NECESSARY SUNROOM NA 5) ALL WORK IS TO BE CONSIDERED AS AN INTERIOR RENOVATION DECKS NA PORCH REMOVED NA 6) DINING ROOM AREA = 126 SQ/FT COVERED ENTRANCE NA POOL HOUSE/ CABANA NA 7) SECOND FLOOR BATHROOM UNCOVERED ENTRANCES NA AREA = 56 SO/PT (o) ~THOUT STORAGE (b) ~TH STORAGE MODER~%~M~oEHEAVY SLIGHT~E~DERATE WINTER DESIGN TEMP ICE SHIELD UNDERLAY- MENT REQUIRED YES FLOOD HAZARDS MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (in pounds per squore foot) USE LiVE LOAD DEAD LOAD EXTERIOR BALCONIES 60 10 DECKS (f) 40 PASSENGER VEHICLE GARAGES to) 50 (o) 10 ATTICS WITHOUT STORAGE (b,e) 10 ATTICS WITH STORAGE (b,e) 20 10 ROOMS OTHER THAN SLEEPING ROOMS 40 10 SLEEPING ROOMS 30 10 STAIRS 40 (c) 10 OUARDRAIL AND HANDRAILS (d) 200 (c) 10 ROOF 50 10 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 $ 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 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER STRESSES d) A SINGLE CONCENTRATION W~TH WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WtTR SECTION R802 10.1 e) SEE SECTION R502 2 1 FOR DECKS ATTACHED TO EXTERIOR WALLS TABLE R402 2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED COMPRESSION STRENGTH (d) (lc) TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL SEVERE (b) BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) BASEMENT SLABS AND INTERIOR SLAB ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 Ed) PORCHES, CARPORTS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 3,500 Ed) FOR Si. 1 POUND PER SQUARE INCH + 6 895 kpa (~) AT 28 DAYS PSI (b) SEE TABLE R501,2(1) FOR WEATHERING POTEN~AL (c) CONCRETE IN THESE LOCA~ONS THAT MAY BE SUBJECT TO FREEZlNO AND THAWING DURING CONSTRUC~ON SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE ~TH FOOTNOTE Ed) Ed) 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 NEW YORK STATE ENERGY CODE PRESCRIPTIVE DESIGN CRITERIA AS PER CHAPTER 1 OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK SECTION 101.4.4, ADDITIONS, A'LTERATIONS, RENOVATIONS OR REPAIRS, ADDITIONS AND ALTERATIONS SHALL CONFORM WITH SECTIONS 101 4.41 101.4,45 101.4.4.1 ADDITIONS. ADDITIONS SHALL CONFORM TO THE CONSTRUCTION WITHOUT REQUIRING SYSTEM(S) TO COMPLY WITH CODE, ADDITIONS SHALL NOT CREATE AN BUILDING SYSTEMS, 101.4.4.5 OTHER ALTERATIONS STATE, PROVISIONS OF THIS CODE AS THEY RELATE TO NEW THE UNALTERED PORTION(S) OF THE EXISTING OR BUILDING UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING OR SUBSYSTEMS, MEASURED IN UNITS 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. WHERE LESS THAN 50% OF A BUILDING SYSTEMS APPROPRIATE TO THAT SYSTEM, IS REPLACED OR 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 NOTE: ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE ALL VENT PIPEB ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 2,, 2,. 2,, 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 (AP & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SEC HIGH WIND EDITION. BATHROOM 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 CAPACITY EQUAL TO OR CREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE, SHEATHING NOTES, ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILINO SCHEDULE OF THE AMERICAN FOREST 84 PAPER ASSOCIATION (AP & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SEC HIGH WIND EDITION. 3,, KITCHEN L&UNDRY ROOF 2,, HOUSE TRAP DIAGRAM (NTS) PLUMBING RISER (1) SHEATHINO TO BE NAILED TO CCA SILL (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATTIC TOP PLATES (4) SHEATHING TO BE NAILED TO TOP PLATE NO SUBSTITUTIONS All Framing Hardware Shown on these Plans, Unless Otherwise Indlcated, Is S~mpson Strong- Tie, No Substltut~ons are Approved or Authorized. Due to the Relationships of Fr,oming Hardware to the other Components of Uhe Structure, any Framing Hardware Substitutions; will Render These Plans Null and Void, and will Result in the Installer / Contractor Assuming Responsibility for the Design and Performance of the Entire System (~ COPYRIGHT 2011 D A.K ASSOCIATES, LLC ALL FLOOR PLANS AND ELEVAtiONS ARE PROTECTED UNDER FEDERAL COPYRIGHq LAW PLANS MAY NOT BE REPROOUCED ~THOUT ~RIETEN AUqHORIZANON. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF D A N ASSOCIAEES, L[C THE RIGHT TO BUILD ONLY ONE STRUCTURE PROM THESE PLANS IS LICENSED EXCLUSIVELY fO THE BUYER Acceptance of these drawings does not authorize the right to build without the authorization of local governing ogenmes, such as Suffolk County Dept. of Health Services, To~n Building Departments, DEC, FEMA, etc. Verify ail conditions, codes, and requirements w~th such agencies prior to construction, D°AoK ASSOCIATES, 586 Main Skeet phone. (63f] 767-607] Wesfhampfon Beach, New York 11978 lax: j631} 466-3354 E-mail. CArm8888@ool cam OWNERSHIP & USE OF DOCUMENTS: These drawings Grid specificeUons including the ideas, design ond arrangements represented therein, ere the property of D AK ASSOCIATES, LLC. No port thereof shell be ¢opred, disclosed to others or used in connection w~th (]ny work or project other thon for which they have been prepored w~thout written consent APPROVED AS NOTED ¢oLuow ne FOR pourED OONOrETB S~RAPPlNG. ELECTRICAL & CAULK~ 3 INSULATION 4 FINAL - CONSTRUCTION & ~L~C T~, MU~T B~ COM~LETE ~R C O ~ CON~EUCTION SHALL MFr T THE REQUIREMENTS O~ THE C0[ ES GF YORK STA~ N0T RESPONSk ~E F0R ~81GN ~ ~STRUCTION ERRORS YORK NOTES' ELECTRICAL INSPECTION REQUIRED ~ROJECT: PROPOSED ADDITION FOR THE CARAVELLA RESIDENCE 130 ROGERS ROAD SOUTHOLD, NY. 11935 ~RAWING TITLE: GENERAL NOTES PLUMBING RISER DIAGRAM SET: ISSUED FOR' DATE: NOVEMBER 16. 2011 PROJECT NO' 939 2011 DRAWN BY' BDK CHECKED BY JJD G1 JAMES J D.A.K k LX HALL / E% HALL EX~ LrVING ROOM EXISTING BATHROOM (4) 2x4's Vent EXISTING DJNING ROOM (3)li'×sF LVL Flush Beam 2868 TFmmed (6) 2x4's O)t~'xS~" L~tHush Beam Door 10' Drain I I I r ~ Pro,de Simpson (4) 2xG's (4) 2x4's DINING ROOM STRUCTURAL CEILING PLAN SCALE: ~" = f-O" £xlsting (2}4x6 Girder BASEMENT STRUCTURAL CEILING PLAN ~"= 1'-0" SCALE: 2 EX~ HALL bX BATHROOM t868 EX= LX MNEN LrNEN CLOSET CLOSET Lx bX HALL HALL LX STAIRWELL EXISTING SECOND FLOOR BATHROOM PLAN SCALE. ~"= 1' 0" Exis8~g 2x8 Dou Doug Fir BEAM DETAIL "A" SCALE' f' = f-0" D°A°K ASSOCIATES, LLC 506MalnSt~eet phone' {6311767-6071 WestMmpfon Beach, New ¥o~k H978 fox, 16311466-3354 DMall' CArm8888@aol.com therein, ore the properGy of D AK ASSOCIA] LLC No part thereof shall be cop,ed, disclosed or project other than for which they hove been prepared without written consent, PROPOSED ADDITION FOR THE CARAVELLA RESIDENCE 130 ROGERS ROAD SOUTHOLD, NY. 11935 AS NOTED JSSUE NOVEMBER 16, 2Oll PROJECT NO BY: 8DK 3HECKED BY JJD A101 JAMES J DEEBKOSKI D'A'K ~SOOATES, u~ EX~ HALL EX~ LINEN CLOSET BATHROOM BEING RENOVATED TOILET EXISTING DINING ROOM BEING RENOVATED Pro~Sh said / beorlng point 8" CMU Steel C~umn CROSS SECTION EX. HALL EX~ LINEN CLOSET BATHROOM BEING RENOVATED TUB EX. Existing 2x6 goor ~sls - 16"oc. (5)l~'shJ' L~t Flush EXISTING DINING ROOM BEING RENOVATED Column CROSS SECTION EX HALL TOILET LOCATION EX~ BATHROOM BEING RENOVATED TUB EX~ HALL EXISTING DINING ROON~ BEING RENOVATED AIL~ NIl (2)2xtO Hdr to be upset below Exlshng (2)4xg Girder J CROSS SECTION I D°A°K ASSOCIATES, LLC 506 Main Streaf phone. (631) 767-6071 Westhampfon Beach, New York 11978 lax: (631] 466- 3354 E-Mail. CArm88885aol.com )WNERSHIP & USE OF DOCUMENTS: therein, ore the property of DA K. ASSOCIATES, LLC No port thereof shell be copied, d~sclosed or project other thon for which they hove been WORK NOTES PROJECT PROPOSED ADDITION FOR THE CARAVELLA RESIDENCE 130 ROGERS ROAD SOUTHOLD, NY. 11935 DRAWING TITLE: AS NOTED SET: ISSUED FOR. DATE SEAL: NOVEMBER 16, 2011 PROJECT NO' 939-2011 DRAWN BY: BDK CHECKED BY JJD JAMES d DEERKOSK © D'A.K ASSOC~ES, ~ A301