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HomeMy WebLinkAbout36849-Z Town of Southold Annex 7/6/2012 FFO(,f � P.O.Box 1179 vC 54375 Main Road 7r oy o�g Southold,New York 11971 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. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/28/2011 pursuant to which Building Permit No. 36849 dated 12/5/2011 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. 1 The certificate is issued to Jeffrey&Stacey Caravella (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36849 7/3/12 PLUMBERS CERTIFICATION DATED 6/13/12 Waterworks AuthAzed Signature TOWN OF SOUTHOLD 4�gUFFO(, a� BUILDING DEPARTMENT TOWN CLERK'S OFFICE. o . t 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: Caravella, Jeff 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 11/28/2011 and approved by the Building Inspector. To expire on 6/5/2013. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $515.20 CO -ALTERATION TO DWELLING $50.00 Total: $565.20 Building Inspector Form No.6 �(1 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 farm). 3. Approval of electrical installation from Board of Fire Underwriters. 4_ 'Swom statement from plumber certifying that the solder used in system contains less than 2l10 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) rion-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey.of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling.$50.00,Additions to dwelling$50.00,Alterations to dwelling S50.00, Swimming pool $50.00,Accessory building$50.00, Additions to accessory building$50.00,Businesses$50.00_ 2. Certificate of Occupancy on Pre-.existing Building- $100.00 3. Copy of Certificate of.Occupancy-$25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $1..00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: LoS House No. Street Hamlet Owner or Owners of Property: �/��� t✓t� �' Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. g 7 / Date of Permit. Applicant:_ Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 0 4 �� lqp � c �U w lz-� �9uP�4i Applicant Signature oF so�ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �Q roger.richert@town.southold.ny.us Southold,NY 11971-0959 C4UNTY,Nct� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Jeff Caravella Address: 130 Rodgers Rd City: Southold . St: NY Zip: 11971 Building 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 X Indoor , X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures 1 HID Fixtures. Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 'Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 1 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect Switches H Twist Lock Exit Fixtures 11 TVSS Other Equipment: 1-combination smoke/co detector Notes: Inspector Signature: Date: July 3 2012 81-Cert Electrical Compliance FormAs l CERTIFICATION Date: Building Permit No. �c° Owner: �� �- _ Gan (Please pri t (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ^ (Plum&is Signature) Sworn to before me this day of 20� Notary Public, y-1-ate>>� County PATRICIA➢RELAND Notary Public,State of New York ado.4842572 Oualifigd in Suffolk County Commission moires jet--aoL pF SOUr�olo kv- v _ o • �o �'YcOUNi`1,0c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �' « INSPECTORS' �o��pF SOUj�olo �ly00UM`I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �[ �] ELECTRICAL (FINAL) REMARKS: i , J� , DATE �� �� INSPECTOR OF SOUK,° coy,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPECPRO N [ ] FOUNDATION 1ST [ UG LB [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRIXTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR I OF SOUT,yolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION. XFRAMING STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR - hO��Of SOpr�olo 36yql TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING XFINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: o� 1 V DATE INSPECTOR ' OF SO(/r�o� \ o 4Zi coum� 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 l� INSPECTOR " FIELD]NSPEC WN REPORT DATE COMMENTS LT FOUNDATION(IST) V FOUNDATION(2ND) /DA.0 Air � ROUGH FRANKING& �p y PLUMBING (� • Cq INSULATION PER N.Y. H STATE ENERGY CODE ¢ Y' 1 1 ' FINAL ADDITI0NAL COMMENTS Z a- d ' OWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 7 Survey SoutholdTown.NorthFork.net PERMIT NO. J Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 20 Storm-Water Assessment Form /� Contact: , Approved 20 J Mail to: Disapproved a/c Phone: Expiration 20 C ® h R t uilding Inspector NOV 2 " 2011 APPLICATION FOR BUILDING PERMIT Date November 23 2011 INSTRUCTIONS BLDG. DEPT. TO&Fffi WQjilibaa i6n MUST be ompletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall.be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. /- ///# JOO (S)6nAl of applicant or name,if a corporation) 433 Depot Street, Easton, 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) Name of owner of premises 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 LaGrasse 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 Beixedon 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 Residential 3. Nature of work(check which applicable):New Building Addition Alteration Repair X Removal Demolition X Other Work (Description) 4. Estimated Cost $15,0 0 0 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 1 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front See SurveyRear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front Rear Depth 10.Date of Purchase 9/22/11 Name of Former Owner Marie Carrig 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 l l a Address 13 0 Rogers Road Phonc No. 6 4 6-2 4 6-S S 18 Name of Architect Address Phone No Name of Contractor N/A Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO X *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO—X *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffol 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 to ►fdp}tttleeWve performed the said work and to make and file this application; that all statements contained in this applicatio ' his knowledge and belief;and that the work will be performed in the manner set forth in the app {�w i •'•• '0 'c�AV•. A_•iL Sworn to before me this tea ��ii�Sl�' day of 1V v V. 1 0 Notary Public 'f• '•.� T v�•••O Siaaturfot Applicant '''`;18 f#uc ill 0 %0; �tf S017 �o � Town Hall Annex J J Telephone(631)7g65-11.802 5P.O.Main Road CO- roger.richertd-own sou h015.n us P.O..Box 1179 OQ -- y Southold,NY 11971-0959 Q � BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: '''7 Date: Company Name: Name: License. No.: 3 Address: 1 3 1-21 Phone No.. -2- JOBSITE INFORMATION: (*Indicates. required information) *Name:: `��-F �- *Address: 13 .� /L O d a• *Cross Street: *Phone No.: Permit No.: �. r Tax Map District: 1000 Section:... (pb- _ Mock: Lot: 17 *BRIEF (DESCRIPTION OF WORK.(Pleas••e Print Clearly) (Please Circle All That Apply). *Is.job ready for inspection: ES NO ough In Final . *Do you need a Temp Certificate: YES Temp-Inf ation (If needed) *Service Siz 1 Phase. . 3Phase 100 --4 50 200 300 350 400 Other *New Service: -connect Underground Numbe`rb eters Change of Service Overhead Additional Information: PAYMENT DUE" H APPLICATION ATION [� ; 82-Request for Inspection Form SO!/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 1 1 97 1-0959 yC4UM`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD June 25, 2012 Jeff Caravella 130 Rogers Rd Nt 3�J Southold, NY 11971 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 pF SO!/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 1 197 1-0959 yCOUNTY,� 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) 69KElectrical 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 SURVEY OF LOT #4,.BLOCK 4 "MAP OF BEIXIDON ESTATES" t� "' N FILED MARCH 16, 1446 AS # 1412 , 110 SITUATE: SOUTHOLD �a, w E TOWN: SOUTHOLD SUFFOLK COUNTY, NY S " SURVEYWI 08-30-2011 SUFFOLK COUNTY TAX 01000 t 66-2'-11 it CMVIM DTO: STACEMCARAMIA PREEMMNNSMONALHANK .110 2 \ a e� u: 14re o d[, vu.w�u aka-mav��,�,.".-e1 NOTESi w^t Area a 8004.00 SQ FT Area m 0.19 ACRES c "'"e^-0'^ ■ MONUMENT FOUND O •TOHN C.'EHLE1iC�I S LAND ANtlYJ D SURVEYOR GRAPHIC SCALE 1"= ' •V6 EASTMMAIN STRESr N.Y.S.LTC.NO.5MM _�— GE55POOL RIVED AD,N.Y.11901 369-8288 Fax 9694287 REP.-C:\UB=Vohn\DMbox\11\11-154.pI � CEE WE Addendum to Plans 130 Rogers Road F F B 1 7 2012 Permit#: �'j 01� Contact:Jeff Caravella BLDG.DEPT. Phone: 646-246-5518 TOWN OF SOUTHOLD February 17, 2012 - Per my discussion with Connie Bunch on Monday, February 13`h, I am providing notice that I plan to update the bathroom located on the 152 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. Existing 15t Floor Bathroom Floor Plan (Bathroom in Red) ■ CeCi iws.6 Yi 4 ra FEB 17 2012 BLDG.DEPT. TOWN OF SOUTHOLD Original Scope of Work: • Demo existing upstairs and downstairs bathroom (approx 50 sq feet) • Update fixtures (Toilet,Sink,Shower,Shower Fixtures,Vanity) • Install tile floor Changes to Scope 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. W51,) s _ or n� T t f ; . tf s y �. i 6 ��� � � � b f ,� � ` �' ��� � � ��r� r 4 .� 1 1 �_ °� 3 I I �:__. _ �. _ ,:. ., . _, _ � 6��� GENERAL NOTES: SAFETY NOTES:RESIDENTIAL RENOVATION&CONSTRUCTION CONTRACTOR N 0 T E S N M, N ro� „N a�NWPH THE-1-1-D.—YDRK.®1°DWG GWE,AND Wa1, , De Dwp Rr Lam,/z>e.NeA we aD awe.nwatmw.sae taro Dm Kl Fx/z m benm. z. .,: z.Ao aart 1 .ImII ,n aameare..KN W.aaB a .p«.RaaBwm ry.me ma,B„aDm—I�.a!edam. ,ERIYB wHIOH ARE xoMD AT THE slrt oR MT Mu of THE BuuDWc ARE ro BE BroRm w A h DA B ASSOCIATES 1 6.LOCKER MFA w GENERAL NOTES: J.N9eme a nc.axle YwB a N acaeremKe WM w epedrme�aee C.ALL NM BR LS TO BE SIGNER W AN ORDE-F,,NM D.ALL FVMNPBIE WBEFAS TO BE KEPT TIGHTLY SFItED w Mm1 NEBI—WMRI—AER'S COMMNERS. SUCH OW119/ We:0q.-M RK SHALL CONFOPN TO ME PEIXPREUEMS OF T2 roNE OF SOUNDED,BDFFGB(T TRAG,NEW PORK,BEARDING CODE 'Napes'Ga aha.n on artNle<DUN was NNm,. _ KadImFWRNmtl,Nrli Iron b< WDW�DM FIRE OERARNFM RN6 AND FFGUUTNNB.UTINT COMPAM MOUWDIERTS.A 1!E BEST TR,1OE PRWTNm, p,Tr1%7luaawies eNoe�bea�o bca nwbr aM MaB G rrmufmSvM ME TO ED Nm!AwAT MOu NUT. by a rp4WN nwMadarN. f,Lt L'Nn�btlma ERIIRUTS NH ME OEP--OF 5.Erecl aN bvice Waxy N acralloece 10 Was pole umBWM rcmmmendaxona. E A11 FLWUMLL WTETALS`BC BE USER AND STORM W MmWTFLT VFNTIUTED SPME 3. A�vOP 4YSN1MitfSS PEWIPopmU�TIIEU W1EIt�NWG BODY a TN THTHE�ARTNEN OF BUPDwCS.OB1A �A11 PEWIRm aERWS. i.NL ElEC1Wr/1 PDxER TO BE SHUT OF5 WHERE TYDE N2 ExroSFD 009- e.Ry.me ahnNAUAe. G.All EIECTRCAL POWER W TIE WNSTRULTON ARIA M BE SHUT OFF AFTER WORNING NOURS. J.YWOP BETN NOT US 11 SIIDWN ON SPECIFIED.BUr PmINRED FOR PREWER LONBTRWTON OF MY PMI OF TE wOPN dyme aM1OR b in accallonce nW We Anadmn Pyeootl Aa,rhlbn(MA) 4(a9pna. CONTRACTION,AT ALL-M TO ENSURE THERE TS NO NARJ—GAS IEAKADE IN TE BUDDWGB.OR AM Mu•aa ma epeu,mun SHALL BE W[WOED M IF MEY WERE INDICATED N TIE ORAMNGS. A PNaoea ahroU'mq aNa9 IA eonOnupua a.er No ar mwv npam WiW emN al loa pya away,upporta4 m GAS 10 BE USED DUPING CONSTHUCIION. _ • AOU^� rM pmt Wamy�wEW MNIE ..THE eoxmucra+sHYl COORODNTE ALL WORK PEtOCEWPEs wrtx THE mPuurKxs of LDGLL AMwwnEs.A oWNDL T.Al eDa.nm ea Prtamaa Pre»Wau..Meated GI vsF ytmtaa)sro/z y S.TNE CONTRACTOR AWL BE RESPONSIBLE FOR THE PROTECPON OF ALL CONS AND NMERIYS WITHIN THE PROPOSER B Rv pMrromed.Nm nWi�itm amaml CONSTPUCINN AND, THE CONTP/CrOP SHALL DESIGN A INSTALL MEOUATE S.—A 6FACTNG FW ALL STRUCTRW.OR x9�hwan9 Wnber. A.OEBNB.qM A OUST ro BE KEPT ro A WNUUu A WNFWED ro 111E WUE➢NTE ITwSWUCTIox MG P WRIUG THE EKECUTIOe OF ME WORN NTRICTOR SHALL HAVE SIXE R6PONBHBIIM FOR ANY DAu.SLE OR INNRNS CAUSER BY (roN+)xo.2 a beNer B.WNTMCTOR TO ROUTE WNMUCTNN AREA MGM OCWRED DUDDLNG MCA BY NUNS OF TENMRARY PART TONS OR E-1 tlroP C DINS B.�NBNCON1EAC�fD 1R SIWL UT 011f MS OWN WORK,MO—AND SIWL PPueOE NL OIUENLINS FEWIFm MR O1NER 1PME5: Fw Bz5 PSI C. OEBRS,DIM.M DUST TO BE CHEWED UP AND CHEWER IRON THE BUDDING SITE PEAK)DIGLLLY N AVJm IXCESSNE W5.ETC. 9.DeMya A¢WUUTNN 7. AWL BE PERFORMED BY PERSONS ISmSED INTHEN TRADES.WHO SHALL ARRM6E FOR AND OBTAIN MROCOH a.Lamlmle0 Veroer UvnSer(LVl): ME DEPAAIYEM OF BUDDNGS ALL REOUIRED PERANSI.MPECNONS MD REOLNMD SIGN OFFS. PS -tjgy'py _ B. _CAL WORK SITYL BE PERFORMED BE PERSONS LNERSED W TRW TRMES.YMO SHALL MRMGE FOR AND OBTNN fD 2600 P5T WDL BE C....TO HORNY.WORKING NOURG.BM TO IRK,NON-TO FWOAY, Ill OF ELECMIUL C.—AIL PEW E,PER—USPECTONS AND FEW WED SNN OFFR. B.Q IFGALN HOLIDAYS` 9.TE CONTRACTOR SNWL DO AIL LETTING.PATCHING.R-1 AS R—ED TD PERFOR.ALL OF THE WORK INDICATED ON THE DEMKOSID.AfUA&I�HLASSOWTESLLC.NOTE CONTRACTOR NUST OBTAIN wRIDFN PERN-CAN FRO.All AFFECTED PARIIEB TO wOPN OMEN TNM FE—HWRS ORANIINGS.MD ALL OTHER WORK TNT WY BE F—IRED TO CONPIET:ME JOB. DEERKOBN.AIa k KFHL ASSW—LU,A MERE MSOCMTFD ENGINEER ME NOT OIERSEEING THE CONSTRUCTION OF TNIS BUOdNO 1N USE OF THESE—R.BY MY mNINDiOR.SUBCONTPKTOR.BUxDER.1RADESLAN OR WORKER SHML CONSWIICTO OPERARKNS WOL NOT DNOLVE IMERFUPRCN OF HIATWG.WATER.OR ETECNOCAt SERVICES TO THE OWNER. O. ALL PIPING MO WIRING SNNL BE R.—TO A PONTOF CON—ENT MD BHALL BE PROPERLY CAMm OR PLUGGER. WSTGTE A NO m WR.LESS AWEEMENT BETWEEN THE DIGwWG USER A BEERKOSKI,NUI h NEL4 MSIICMTES,LLF COM1RUmlON WORK WILL BE CONDNED TO ME WORK SSUEE.AND WLL NOT CREATE—.DIM,OR OTHER SUCH 11. ALL NUENSIONS ME ESTABI SfDD FROM THE TNISH LEVEL OF THE FIRST FLOOR VAPNTCWB To ME HFlt4il OF TE fW'91 AGREE TO HtlD DEF]M0911.ARu&N—ASSOCWES.LLC.IWOILLSt MA MY REBPOe61AETY W NGONVEWENCES TD TIE OTTER NDGHHBORS V BE AILOWm ro DO ENCE UNTIL TIaS HENM 4 M PP O Bt TE OWNER MD DM ASBOCNTS,LLt.NO CDNSiRUCfION IbxSTNEKTIDN uF/NS,uETIgOBµTECHw ES SEQUENCES ORE�ARWCWIFLf IteRutE55 FOUR CO515 ARK—ANO ___ NANS OW,I TE MDWmCE OL TE COrnFMCTM.SU SBCONTNmOR,1RAOFSu.W.OR W'gIXUM ON ALL COxRNCiOFS MO 1HOF RFVRLSENNTVEs WORRxG ON TUB PROJECT SHALL AT ALL Td6 PRIOR AND OURnO ME COURSE 12. TINE IN DOMINATING THE WDPIt WILL RmOM AM 05CRERANCIm TO TIE ENGWEDRS ATmNTON FOR IuuEgME m THAT➢FERKOSKI,Mu A KFNL ASSOCIATES.TIC.SHALL THE x0 RESPoNSBMY FOR THE PUNCAUSERES FANIM ro ACTINTY BE REEPoNBIBIE ERR TIE SAFETY OF MOR EMPLO,Em M wO1 M OMERB AND IN THE CARE OF TIE RESOLUroN. WIRY OUT TIE woRK W ACWROAV[E WTN TE OMWWG OR CONTNCf DDCUUEMS. U{x M RE➢RFSDOAIMS a MEN EMPLOYFEB AWL MCFITAN TNT THE CONq AW UNDER WHICN THEY MLL BE WORK ME SAFE WRHN GOOD S—PRACTICES A—ALL CONCERNED REWUTNHS OF CONTRACTORWI CWRpNAT TIE ROUTING AND PUCFNEM OF ALL UTtM INES WITH MI5 A ROATEO SGF WOPK,A RPoFnRMD ro KCOu tttAANDD NAEMD ACT OR OTHEN GGIE NING REWUTONS. WORK BY A CONTRACTOR J. NEE—BE REAa+sIeLE FOR ALL NUONwzn—RECONNECNONS.A GTARNPS DOCUMENT NOM EN_BIG�E SATSF N WNCERxING SAFEN A RAL B.Poxs —Fox-MOMS ORNDAMACE IF PREPARED BASED W INFORLNDW P—DID BY OTHERS. .ME CUEM CAIE WH—RK ACTKHH NEC,SSYT,OF FDNEF E ON WxDmG,b FOR I6E A PRaPMUND-M- 14. ME CONTRACTOR WLL COA DIN.TE ME C ANY AND PUR,dEME DECTRKO Ru.-MO HVAC EOUI FOR E MRCEy TO ME NLLESr DDENT OF ME UW,P1pPM—FY MD HOLD DEERKDAU,Mu I KEHL AS CM..LLC.HMULE55 REU>ro TO LN aCTIVM,IF ME WORK CA OMm PARTIES WISNE OF ME ORGNMUTON IS UPON INSPECTNN FOUND Ar PNr OR �OAFCO—N.AL fEATURII MO SmUCNRE AM COxNCR wO1 BE BROUGHT ro ME ERGWEER'S PiIENINN FOR auEDNT PRO. ANY LOBB M5'WO OR OR —LT��RU51NG WRW l— ATTORNEYS FEED AND COSTS OF DEFENBE FOR ME I—ON ODwND1.ME BEgNMxG OF WORK SYNL BNIGlE—STOP WORK ED51�YALT�OH�WIMFTCONDITIONS� WettD'fMCE OF M6E RfONRELiFNTS OF E PRO SONAL SDMCES PRWIDED UNDER M5 MREfMDT. AI SINOKE A—AS WELL AS CARBON—WE DETFCmNG G.AND 11 UPIE-SNORI IN ACCOFNNCE WV STATE,FmE2V.MO LOCLL C... MY NEW YORK STATE ENERGY CODE 5 ME TO BE AG ED AT ME REAR OF ME HWSE N(mPn ® ALL VENT PRESCRIPTIVE DESIGN CRITERIA PG-ME TO HAVE LEAD COATED COPPER SIFEYES/COVERS ussy0 Arm amRuer aAsssKATIOKq AS PER CHAPTER 1 OF THE ENERGY CONSERVATION COHEIRUCTIN CODE OF NEW YORK STATE, SECTION 101.4.4.ADDITIONS,ALTERATIONS.RENOVATIONS OR REPAIRS, ... Mrs(0 ADDITIONS AND ALTERATIONS STALL CMFCRM WITH SECTIONS 101.4A.1-101.4.4.3 - a(d.aTR e) wASEs(al eo(e) _ Al III l 1.1 ADDITION AD S Ay P.•1 DITIONS SHALL CONFORM REQUIRING ME PRONAONS OF THIS GN(S AS MEE RELATE TO NEW CONSTRUCTION WITHOUT REO CODE.ME UNALTERED PORTON(S)OF THE E%ISTNG OR BUILDING OSTICdW smua N) AD ITM(S)TD CONPLY CREATE COOS PDDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OYIItLOAD EXISTING BUILDING SYSTEMS - PROPOSED ADDITION 101.4.43 OVER ALTERATIONS ssco.m.�oaA. FOR THE waD.mDmin WERE LESS VAN SOS OF A BULNNG SYSTEMS OR SUBSYSTEUS.MEASURED IN UNITS RNUFTi[Im al0 APPROPRIATE IO THAT SYSTEM.IS REPIA NO OR FATE ANY SA MONTH HAZARDOUS ALTERATIONS CARAVELLA TO THAT PORTION OF TIE SYSTEM SHAl1 NOT CREATE Pd1 UNSAFE OR HAZMDWS COtID1TON X%�K. E tl As rU TAw[,oa AN,��(°) Na lel IXt OVERLOAD E%ISTNG BVIIDING SYSTEMS OR SUBSYSIENS . O�� SOONG°Z RESIDENCE BUILDING THERMAL ENVELOPE NOBI WPOTr N v�aL,nwiaap T aWR LLsa� O �A A� b21 INSUUTON AND FENESTRATE CRIT RIA.ME BUILDING THERMAL ENVELOPE SHALL MEET AL IwN T�n TO aA¢ e)xo sttaA¢,ml Roy sy[xoi o w G ums N tx MRrz THE REQUIREMENTS OF TABLE 402.1(1)BASED ON THE CLIMATE ZONE SPEGFlED IN CHAPTER 3. 130 ROGERS ROAD o«ox� WyDy®mR„�M rtWW,nOOW SOUTHOLD,NY.11935 LWVH R Ar0[CTTR y Aswu¢IxOl4 wa¢WR mmrys n6 aRUTR ,a uw .GRam tmrssa sNu GE DSm�w .)ME sanRr R,ovl Fy oY�a.TADRp ro LKITma..,.. GENERAL NOTES ..a o..aW PLUMBING RISER DIAGRAM BASIC ra�rwm(e)/N) nVP cA.cA..as a.srcA. DESCRIPTION OF WORK OrluAml ycOa¢rc wrsWucTw Fomm BEING PERFORMED eCw,Gulel PLUMBING RISER DIAGRAM(NTS) 0¢srs Oar¢asrs rO NOTE rDOAD m M KTAceW W/rM1 N ut1 25m(=1 OF BLOGO K IS TO BEG THE AN TO 15ET E IXCEPA ALL REWIRDM(A 6 THE WOOING CODE U w�srA m w mmlc OF NEW CRI STATE.ANO ME FOR ME FOREST h PAPER ASSOCIATION(1 h PA)WOOD FRAME m¢�mA�wood�� OruK CA®i uvi¢xFlTluw v%e�sW gem(el CONSIRUCTW MAAL(WFOE)FOR ME A TWO FA—OWIlLNGS 3001�C HIM WIND EDITION. MIECT ON NO$D95TIRR (DOPIROT NI DAFT AffiRlq IIG •)�mmr prim rrOA WFsv ro NOTE:ALL ROOMS NEST OR EXCEED THE NYS.STMDMDS NI'PRE" mminq Har,lWarc SM1Om on Neu Plana. NLOOIX WBBEIMWSlARNPL® FOR ME NAMWLL UGM MD VENTIATION RmUWFMENTS. _ INN ItIIZN.OPODII UI S�,RODr wt of WRTKn oNOtrz KOa w>An m na rtA ao0(al ee No Subalitutlonaicatetl,la Si a aonA=2=d, PJ S WT NDT H RPPNLMD NWT Pppreve W ,)Ads KawrMCS�m Ryxovwnn�d m EQUAL Tl OR GRUIEA TW1 TE REQUIRED MOM CALCN-01ED FOR EACH CASE are or R B•Y�S.I�DE 9EPAPRRP y0 : F'y0(°) <HIAMIxc u0rts Due to the Relationehipa of Fmminy HaNrare DAE A4 RS IIG q Nmc yawl ARA-ru mAtT �' 'Nm aui2 Tam aAas _ to N<ether Components of Ne swcturc.any TIE Aa1 N Bm ntl Pe WIII R SC MI.SALINE HON A IIFY G 1 ALL SHUTMNG ro BE NAM ED RN WRH ME NMUNG HEDULE OF ME MERICAN FORM homin H,—,Sb,NWU0 g Yn3 ender m v®M�MAry N xwTnwooA s 1vw,m oa Saud val,sen,p &PAPER ABSWNTION(AF&PA)WOOD FRME CONSTRUCTION MANUAL(WMM)FOR ONE AND TWO These Plana Null and Vald,and Will Resull in Ne RMS DUOI3D DWI4rTY ID INE BRfR. FMDT OWEllINGS.2 001 SIC HKN WIND EDTI0,1. Installer/COnwetor Assuming Responsibility for Asxfpv d0¢dmd4 do Rd eNvue D,efdNtrM Tmt EJ Wmarw yAGt w ((^I 1m1-1 FORCAtxrm NNG. the Design arformance of Ne Entire System. D„apavds ylOd (el IN L�nAw 1 Ta T+®xo � Dumc (1)S4IAMWG TO BE..TO CIA ALL f,W.64 epadra PaE mSMAl Coiol/pqL O)WW Mmalz (0 (Z)SHIATNWI TO EQUALLY SPM 1ST AND 2N0 FLOOR BOX BEM BJery04OhW.HA RGRTL eW (°I rERwr yMI.aL eC EraOR��.tomes M< rT(,warrt er VOI KI a I—FE O d YdM Sa't¢1,� vEs.r Dm✓osn PUmr (J)SHUMWG TO EOUNLY SPM 2FID BOOR A ATTIC TOP PUIEsWdsWmdri vtl„PNmwU atA uD aglKkn prtr Hp OOAE AmDOgm NI`s ASRov R.m.F FED uvoM mmn ro,mn. (1)SHIAMWC TD BE NVLID TO TOP%ATE A A q l DDA-B ASSOCIATES,m e. .q aa�m�,ra.�m um m Im� au N upon mar. - e.,.xnma�.wx•auw u,. rT -----------=�I��M..— -=mow ==wau.e JIYr--- T-1BAMM ME LNIN CLOSET rOoO QL g � uyi u u�+ A ®,•a DINING ROOM STRUCTURAL CEILING PLAN �mr'� A ra' B sue f= - ma•e.r.rwwa. a=dam Q" B A EXISTING SECOND FLOOR BATHROOM PLAN FF . PROPOSED ADDITION I I I FOR THE CARAVELLA RESIDENCE 130 ROGERS ROAD 99 SOUTHOLD,NY.11935 a ILL I x I AS NOTED — =7— — .�� BEAM DETAIL"A" sue I'-i•-c BASEMENT STRUCTURAL CEILING PLAN A101 �we�m ma...•m.<n.,e.eam.ma� oa.xas., o•ma.a.nam...m.iw.oaw . �...tam: .n•A, AssoclATg em�nvoe,w.rm um m �pAu.av a L a 6 N N N N """"�" k,W ua ar QL ma MATED ' > uu LIMA P m u� RPlDVA7ED LocAjo Ins I rem . I I ms Wm Ilm KNG'RNQAATm IA II II II II II II rm,n re®,m :rw mwmnaa. °e�"1w Aemw� nwttnan we,mx.m-r. rrq�Dm aa. �m mnwmw r� rm rmr.ru.� rmr.o-r m— m PROPOSED ADDITION rmrrm roe,_.. rm®m FOR THE CARAVELLA RESIDENCE 130 ROGERS ROAD 4-1 SOUTHOLD,NY.11935 AS NOTED CROSS SECTION A CROSS SECTION B CROSS SECTION 301 301 301 A301 ��rrc�vwa�mr.e,�m.�mm ooa�c A�¢nga GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND CONT. RACTOR N 0 T E, S - General Notes: REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. Wood: 1. All studs to be Doug Fir Larch #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: D aAa K ASSOCIATES LLc 2. All structural wood shall be in accordance with the national design specifications for wood construction — latest edition. A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BUILDING ARE TO BE STORED IN A residential & commercial design•engineering•consulting B. LOCKED AREA. GENERAL NOTES: 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION 4. Pre—manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH SO6MginSfreet phone: (6311761 6071 1 • ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, o. All trusses shall be "shaped" as shown on architectural cross sections. Westhampton Beach,New York 11978 fax: (631)466-3354 FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b. Trusses shall bear a boca number and shall be manufactured by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. EMail: CArm8888@aol.com E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. 2. BEFORE COMMENCING WORK, THE CONITRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF 5. Erect and brace trusses in accordance to truss plate institute recommendations. Deerkoski;Arm&Kehl Associates,LLCoformerlyEastEndDesi nAssocij s,LLC BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. ------__T AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: 3. MINOR DETAILS NOT USUALLY SHOWN IOR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK a. All plywood shall be al accordance with the American Plywood Association i off specifications. CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUILDINGS OR ANY FLAMMABLE These drawings and specifications including the b. Plywood sheathing shall be continuous over two or more spans with grain of face plys across supports � ideas, design and arrangements represented SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. corporation or equal. GAS TO BE USED DURING CONSTRUCTION. therein, are the property of D.A.K. ASSOCIATES, 4. THE CONTRACTOR SHALL COORDINATE ,ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. 7, All sills shall be pressure preservative treated 4 PSF retention SYP 2 or better. LLC. No part thereof shall be copied, disclosed to others or used in connection with any work p p (• ) # 3. DUST CONTROL: or project other than for which they have been 5• THE CONTRACTOR SHALL BE RESPONSIIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED 8• Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. prepared without written consent. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR a. Framin9 Lumber: DF north No. 2 or better REMOVAL TASKS. THE CONTRACTOR THIE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY E 1,600,000 PSI ( ) B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEANS OF TEMPORARY PARTITIONS OR OR DURING THE EXECUTION OF THE WdORK. Fv = 95 PSI C. HEAVY DROP CLOTHS. 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: Fb — 825 PSI DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIVE PLUMBING, ELECTRICALS, ETC. t ACCUMULATION. 9. Design values: 7. PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL): THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. E = 1,900,000 PSI 4. NOISE AFTER HOURS: Fv = 285 PSI Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6PM, MONDAY TO FRIDAY, 8. ELECTRICAL WORK SHALL BE PERFORM1ED 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. B. EXCEPT LEGAL HOLIDAYS. 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. 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 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. 10. ALL PIPING AND WIRING SHALL BE REIMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND DEERKOSKI, .ARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH INCONVENIENCES TO THE OTHER NEIGHHBORS. 11 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND 6 SPECIAL SAFETY NOTES WILL BE ALLOWED TO COMMENCE UNTCIL THIS HEIGHT IS APPROVED. 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 ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE 12. THE CONTRACTOR IN COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE RESOLUTION. CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOCUMENTS. 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 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND'.RELATED SITE WORK, AND THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR WORK NOTES: HE WILL BE RESPONSIBLE FOR ALL DIISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS. ALSO, THE CLIENT CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE 14. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, AND HVAC EQUIPMENT WITH AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS 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 ARCHITECTURAL FEATURES AND STRUC TURF. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'S ATTENTION FOR IMMEDIATE FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S FEES AND COS',TS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENTS, RESOLUTION. ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONAL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 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 SUBJECT TODAMAGE FROM WINTER ICE SHIELD NEW YORK STATE ENERGY CODE SNOW DESIGN FROST LINEE DESIGN UNDERLAY- FLOOD WIND EXPOSURE LOAD SPEED (mph) CATEGORY( WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY I 45 Ibs/sqft 120 (mph) C SEVERE S-p" IMODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C DESIGN CRITERIA PRESCRIPTIVE DESIGN CRITERIA PRESCRIPTIVE DESIGN MINIMUM UNIFORM DISTRIBUTED LIVE LOADS (in pounds per square foot) USES(s) AND OCCUPANCY CLASSIRICATION(s) USE LIVE LOAD DEAD LOAD AS PER CHAPTER 1 OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, USE .. O)CCUPANCY EXTERIOR BALCONIES 60 10 SECTION 101.4.4, ADDITIONS, ALTERATIONS, RENDVATIONS OR REPAIRS, RESIDENTIAL R-3 DECKS (f) 40 10 ADDITIONS AND ALTERATIONS SHALL CONFORNA KITH SECTIONS 101.4.4.1 — 101.4.4.3 j TYPE OF CONSTRUCTION (CHAFPTER 6) PASSENGER VEHICLE GARAGES (a) 50 (a) 10 101.4.4.1 ADDITIONS: TYPE GROUrP ADDITIONS SHALL CONFORM TO THE PROVISIOINS OF THIS CODE AS THEY RELATE TO NEW ATTICS WITHOUT STORAGE (b,e) 10 10 CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTIONS) OF THE EXISTING OR BUILDING v B ATTICS WITH STORAGE (b,e) 20 10 SYSTEM(S) TO COMPLY WITH CODE. ADDITIONS SHALL NOT CREATE AN UNSAFE ORHAZARDOUS CONDITION OR OVERLOAD EXISTING PROJECT: HEIGHT AND FIRE ARREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 BUILDING SYSTEMS. I HEIGHT FIRPE AREA PROPOSED ALTERATION SLEEPING ROOMS 30 10 101.4.4.3 OTHER ALTERATIONS TO THE HEIGHT, BUILDING. WHERE LESS THAN' 50% OF A BUILDING SYSTEMS OR SUBSYSTEMS, MEASURED IN UNITS j THE VERTICAL DISTANCE STAIRS 40 (c) 10 APPROPRIATE TO THAT SYSTEM, IS REPLACED OR WITHIN ANY 12 MONTH PERIOD, ALTERATIONS FROM GRADE PLANE TO TO THE AVERAGE HEIGI 3 STORY TO THAT PORTION OF THE SYSTEM SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION CARAVELLA UNLIMIITED AREA OF THE HIGHEST ROOF GUARDRAIL AND HANDRAILS (d) 200 (c) 10 OR OVERLOAD EXISTING BUILDING SYSTEMS OR SUBSYSTEMS. SURFACE = N/A AS PER TABLE 503 I AS PER SECTION 502 OF ROOF 30 10 SECTION 402 RESIDENCE THE BUILDING CODE OF NEW YORK STATE. BUILDING THERMAL ENVELOPE a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- TOTAL HEIGHT FROM RIDGE TO GRADE N/A POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. 402.1 INSULATION AND FENESTRATE CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET 13O ROGERS ROAD b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. THE REQUIREMENTS OF TABLE 402.1(1) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3, 1 SOUTHOLD LUMBER SPECIES ANID GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY r NY. 11935 DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER DRAWING TITLE: ALL HOUSE FRAMING MATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN n t' i ALL EXT. DECK FRAMING MATERIAL CCA NC PINE #2 AND BETTER y u i ACCORDANCE WITH SECTION R802.10.1. (�e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS GENERAL NOTES i T MAR 2 3 2012 ABLE R402.2 L: MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE SEIf: ISSUED FOR: DATE: T AREAS OF STRUCTURE MINIMUM SPECIFIED aLDG.DEPT. __ BASIC COMPRESSION STRENGTH (a) (fc) DINM DF SDL'THDI D j CRAWL SPACE NA DESCRIPTION OF WORK WEATHERING POTENTIAL TYPE OR LOCATION OF CONCRETE CONSTRUCTION i BASEMENT NA FIRST FLOOR ADDITION NA BEING PERFORMED SEVERE (b) I SECOND FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER THIRD FLOOR NA 1) DINING ROOM WALLS ADJOINING LIVING CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) SEAL: DATE: BALCONY NA ROOM AND HALL TO BE REMOVED FIRE BLOCKING IS TO BE INSTALLED TO MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE # LOFT NA 2) PROVIDE (2)34" X 9j" LVL GIRDERS OF NEW YORK STATE, AND THE AMERICAN FOREST &: PAPER ASSOCIATION (AF & PA) WOOD FRAME MARCH 07, 2011 ATTIC (HOUSE)(a) NA AT LOCATIONS OF WALLS REMOVED BASEMENT SLABS AND INTERIOR SLAB ON PROJECT NO: ABOVE. GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 (c) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO (FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. ATTIC (HOUSE)(b) NA 946-2012 GARAGE NA 3) PROVIDE 4X4 POST AT EACH END NO SUBSTITUTIONS © C( YRIGHT 2012 O.A.K ASSOCIATES, LLC. DRAWN BY: OF THE GIRDERS NOTED ABOVE, NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED ATTIC (GARAGE)(c) NA All Framing Hardware Shown On these Plans, of NEW BDK BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. UNbER FEDERAL COPYRIGHT LAW. Yp BONUS ROOM NA 4) PROVIDE SOLID BLOCKING BETWEEN OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) Unless Otherwise Indicated, Is Simpson Strong— PLANS MAY NOT BE REPRODUCED WITHOUT ��P�� . DEER,rr0'QW CHECKED BY: SCREENED PORCHES NA FLOOR JOISTS BENEATH BEARING Tie. NO Substitutions are Approved or Authorized. n d+ ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY WRITTEN AUTHORIZATION, �dr JJD SUNROOM NA POINTS AS NOTED ABOVE. EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF r- -' ".',. p' I w HEET NUMBER: PORCHES, CARPORTS AND STEPS EXPOSED TO ', DECKS NA 5) PROVIDE 3" DIA. STEEL COLUMNS THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) Due t0 the Relationships of Framing Hardware D.A.K ASSOCIATES, LLC, '' U PORCH REMOVED NA BENEATH SOLID BLOCKING RESTING SHEATHING NOTES: to the other Components of the Structure, any .,.. 1 THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE $ ' t I COVERED ENTRANCE NA ON 2'—O"X 2'—o"x 1'-0" CONC, ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH ]THE NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutions will Render © 07? G 1 j POOL HOUSE CABANA NA FOOTING. & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Void, and will Result in the PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. ,�,� FOR SI: 1 POUND PER SQUARE INCH +I 6.895 k a "-'UNCOVERED ENTRANCES NA p(a) AT 28 DAYS PSI FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. Installer / Contractor Assuming Responsibility for Acceptance of these drawings does not authorize the right to build without I (a) WITHOUT STORAGE (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL the Design and Performance of the Entire System. the authorization of local governing agencies, such as Suffolk County Dept, DOB NUMBER: OF (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (1) SHEATHING TO BE NAILED TO CCA SILL CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) 2 SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM of Health Services, Town Building Departments, DEC, FEMA, etc. (b) WITH STORAGE ( )(d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) Verify all conditions, codes, and requirements with such agencies prior to JAIMES J DEERKOSKI, PE SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. (3) SHEATHING TO EQUALLY SPAN 2ND FLOOR AND ATrf1C TOP PLATES construction. © D•A•K ASSOCIATES, uc (e) SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. (4) SHEATHING TO BE NAILED TO TOP PLATE . i 5AM D o A a K ASSOCIATES LLC residential & commercial design•engineering•consulting 506 Main Street phone: (631)767-6071 Westhampton Beach,New York 11978 fax: (631)466.3354 E-Mail: CArm8888@aol.com Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, ore the property of D.A.K. ASSOCIATES, 1 LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been A prepared without written consent. 30 Sister up existing floor joist over girder EX. with (1) J% 7"x 72" CDX plywood and HALL Existing (1) 2x8 glued and nailed then plate on 3" Steel each side of girder with gl„ plywood. Existing (2)4x6 Girder Column Existing (2)4x6 Girder (See Beam Detail "A") A EXISTING BATHROOM 2868 Trimmed Door Opening o Provide solid Provide solid bearing point bearing paint y _ _ w I Provide solid ( ) (3) 13" x 5�" LVL Flush Beam (4) 2x4's Provide solid bearing point 4 2x4's 4 w r _ - Line of Wall above bearing point I _ Toilet M Waste Li Waste Line Vent ti _ — _ _ _ _ II WORK NOTES: y Provi e new L 4 post X Tub I I under end of I I Toilet Drain Bearin Point new girder I above bove Provide Simpson Aboveg �I Provide (2)14"x9l" LVL Girder I L 9 q at bearingpoints Hanger or equal B Line of Dropped I w/2x4 cleats at each end. i B B I Existing 2x6 floor joists — 16"oc. to be sistered with 14"x 5" LVL floor joists B 301 Existing 30 30 301 Girder on First Girder is to be supported I o Floor (Supporting I by a 3" Steel column resting 3" Steel N Column s Second Floor I on 2'-0"x2'-0"-1'-0" conc. footing. Base of column i g L Existing 2x6 floor joists — 16"oc. r to be covered with 4" of conc. I EX, ( EXISTING Provide Simpson Provide Simpson I Hanger or equal Hanger or equal 1;2Existing (2)4x6 Girder Existing (2)4x6 irder i m N HALL DINING ROOM g q J L ` Existing o F j I o 3" Steel o (2)14aexnew 92" LVL I (3)14"z5 ' LVL Flush Beam Column a i �i Dropped Girder N Provide (2)14"x9�" LVL Girder w J L Existing2x6 floor 'ists — 16"oc. at bearing points w/2x4 cleats at each end. N — Line of Existing Wall W Girder is to be supported W to be Removed 10'-1%" 4'-0" 1 by a 3" Steel column resting Existing 2x6 floor joists - 16"oc. to be sistered with 14"x 51" LVL floor joists L an 2'-0"x2'-0"-1'-0" r -1 conc. footing. Base of column L_. to be covered with 4" of conc. 3Y 7—9 j — — — — J 2868 Existing Flush Beam — — — I v( — — — — — — — — — — — — — — I - '- j ( Provide solid Provide solid Provide new — J bearing point bearing point Provide solid Provide solid 4x4 post [Bearing Point bearing point bearing point Line of Dropped N Provide new 4x4 Doug Fir N Provide new (4) 2z4's (4) 2x4's Above Girder on First Post Boxed-out or Floor (Supporting HB&G Perma-cast Column (2)l4 z 9" LVL Girder Second Floor Verify with Owner o PROJECT: (2)2z10 Hdr to be upset below EXIStIII Line of Existing Wall top plates in wall, insuring that >= g to be Removed bearing points at the end of Basement s the header ore directly over the PROPOSED ALTERATION C C _ Stairs — concrete wall below Existing (2)46 Girder Existing (2)4x6 Girder _ x TO THE w W Existing EX. LIVING ROOM C3" Stl olumn CARAVELLA RESIDENCE 30 130 ROGERS ROAD o SOUTHOLD, NY. 11935 DRAWING TITLE: 1 BASEMENT STRUCTURAL CEILING PLAN- 21 FIRST FLOOR STRUCTURAL___C_E1__L_1_NG._ PLAN STRUCTURALPLANS 101 , Scale: 1/2 = 1 —0 Scale: 1/2 = 1 —0 SET: ISSUED FOR: DATE: i I t SEAL: DATE: 1 MARCH 07, 2011 PROJECT NO: i 946-2012 OF NEWYO DRAWN B BDK { `P . DEER R o CHECKED BY: # * JJD LUSHEET NUMBER: lJ.° "°• 0 7? A101 ,oRoFE DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAM ES J DEERKOSKI, PE of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such © D"A"K ASSOCIATES, uc agencies prior to construction. i D ®A a K ASSOCIATES LLC residential & commercial design•engineering•consulting 506 Main Street phone: (631)161-6011 Westhampton Beach,New York 11978 fax: (631 1 466-3354 E-Mail: CArm8888@aol.com Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented N therein, are the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. EX. TOILET EX. EXI STING EX. EX. TOILET BATHROOM LOCATION HALL BEDROOM LINEN BATHROOM BEING CLOSET BEING RENOVATED RENOVATED Existing 2x6 floor joists - l6"oc. TUB to be sistered with 14"x 52" LVL floor joists (3) 14" x 52° LVL Flush Beam Existing 2x6 floor joists - 16"oc. to be sistered with 14"x 52" LVL floor joists soffiffix WORK NOTES: ,\ Provide New Provide New \ Provide New (2)14"x92" LVL Girder (2)14"x9" LVL Girder (2)14"x92' LVL Girder \'201 vide New \ (2)2x10 Hdr to be upset below 4"x LVL Girder top plates in wall, insuring that bearing points at the end of ` EXI STING ` EXISTING the header are directly over the EXISTING LIVING ROOM DINING ROOM concrete wall below DINING ROOM EX. Provide lock studs HALL BEING RENOVATED Provide new down to foundation BEING RENOVATED I \__�_ 44 post Provide new 44 Doug Fir under end of new foundation Jack studs down to Provide new 4x4 Doug Fir Post Boxed-out or girder ` \ Post Boxed-out or ' HB&G Perma-cast Column HB&G Perma-cast Column Verify with Owner Verify with Owner i Existing 2x8 Floor Joist - 16"oc. I r----------- Existing 2x8 Floor Joist - 16"oc. Existing 46 Girder Existing (2)4x6 Girder Existing 46 Girder i i Existing (2)4x6 Girder Provide (2)14"x92' LVL Girder Provide (2)14"x92" LVL Girder at bearing points at bearing points i i Provide (2)14"x92" LVL Girder w/2x4 cleats at each end. w/2x4 cleats at each end. I I at bearing points Girder is to be supported Girder is to be supported i i w/2x4 cleats at each end. by a 3" Steel column resting by a 3" Steel column resting i Girder is to be supported PROJECT: on 2'-0"z2'-0"-1'-0" on 2'-0"x2'-0"-l'-O" I by a 3" Steel column resting Existing 3" Steel Column Existing 3" Steel Column g cone. footing. Bose of" column g conc. footing. Base of" column i i Existing 3" Steel Column on 2'ting, Bose of PROPOSED ALTERATION to be covered with 4" of conc. to be covered with 4" of conc. I i conc. footing. Base of column i to be covered with 4" of conc. TO THE I I _ 8" CMU. Foundation i i 8" CMU. Foundation i I I I CARAVELLA I I RESIDENCE I I I I i I 130 ROGERS ROAD SOUTHOLD, NY. 11935 DRAWING TITLE: CROSS SECTIONS SET': ISSUED FOR: DATE: CROSS SECTION A CROSS SECTION B B Scale: 1/2 = 1 —0 ,� Scale: 1/2 = 1 —0 SEAL: DATE: MARCH 07, 2011 PROJECT NO: 946-2012 F NEW DRAWN BY: DEERho'Q� BDK CHECKED BY: JJD a n t W HEET NUMBER: /�0 °AROFE � P A301 \ t DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAM ES J DEERKOSKI, PE of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such © D"A"K ASSOCIATES, uc agencies prior to construction. a i i GENERAL NOTES: SAFETY NOTES: RESIDENTIAL RENOVATION & CONSTRUCTION 1 . GENERAL: ALL WORK TO BE COMPLETED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, NEW YORK, BUILDING CODE, AND CONTRACTOR N 0 T . E S General Notes: REGULATIONS OF ALL OTHER AGENCIES HAVING JURISDICTION. Wood: OCCUPANCY OR 1. All studs to be Doug Fir Larch #2 or better, and all other structural wood to be Douglas Fir #2 or better. 2. FIRE SAFETY: USE IS UNI-AWFUL. D oA©K ASSOCIATES LLc 2. All structural wood shall be in accordance with the national design specifications for wood construction A. ALL BUILDING MATERIALS WHICH ARE STORED AT THE SITE OR ANY AREA OF THE BU- latest edition. I-DJ G R - _ residential & commercial design•engineering•consulting B• LOCKED AREA. GENERAL NOTES: 3. Nailing schedule shall be in accordance with the specified code. C. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION OF OCCUPANCY 4. Pre-manufactured trusses. D. ALL FLAMMABLE MATERIALS TO BE KEPT TIGHTLY SEALED IN THEIR RESPECTIVE MANUFACTURER'S CONTAINERS. SUCH 506 Main Street phone: (631)767-6071 1 . ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK, BUILDING CODE, a. All trusses shall be "shaped" as shown on architectural cross sections. Westhampton Beach,New York 11978 fax: (631)466.3354 FIRE DEPARTMENT RULES AND REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. b. Trusses shall bear a boca number and shall be manufacturedl by a registered manufacturer. MATERIALS ARE TO BE KEPT AWAY FROM HEAT. RE COMMENCING WORK THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF E. ALL FLAMMABLE MATERIALS TO BE USED AND STORED IN ADEQUATELY VENTILATED SPACE. E-Mail: CArm8888�aol.com 2. BEFORE 5. Erect and brace trusses in accordance to truss plate institute recomirnendations. Deerkoski,Arm&Kehl Associates,LLCoformerly East End Design Associates,LLC I BUILDINGS, OBTAIN ALL REQUIRED INSURANCE CERTIFICATES WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, 'F. ALL ELECTRICAL POWER TO BE SHUT OFF WHERE THERE ARE EXPOSED CONDUITS. "" ` "'" ` ` AND PAY ALL FEES REQUIRED BY THE GOVERNING BODY OF THE TOWN OF SOUTHOLD, NEW YORK, AGENCIES 6. Plywood sheathing. G. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORKING HOURS. OWNERSHIP & USE OF DOCUMENTS: a. All plywood shall be in accordance-with the American Plywood Association (APA) specifications. These drawings and specifications including the 3. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCITON OF ANY PART OF THE WORK b. Plywood sheathing shall be continuous over two or more spurns with grain of face plys across supports CONTRACTOR, AT ALL TIMES, TO ENSURE THERE IS NO NATURAL GAS LEAKAGE IN THE BUIL41� Qg,�p� 14H LE ideas, design and arrangements represented I SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. PLUM t�tH 1 f � A I t 9 9 corporation or equal. GAS TO BE USED DURING CONSTRUCTION. therein, are the property of D.A.K. ASSOCIATES, 4. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE STIPULATIONS OF LOCAL AUTHORITIES, AND OWNER. ON LEAD CONTENT BEFORE LLC. No part thereof shall be copied, disclosed 7. All sills shall be pressure preservative treated (.4 PSF retention) SYP #2 or better. 3. DUST CONTROL: '�'� CERTIFICATE OF OCCUPANCY to others or used in connection with any work 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED ATER f or project other than for which they have been CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING .AND BRACING FOR ALL STRUCTURAL OR 8, Design values: A. DEBRIS, DIRT AND DUST TO BE KEPT TO A MINIMUM AND CONFINED TO THE IMMEDIATE prepared without written consent. REMOVAL TASKS. THE CONTRACTOR THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY a. Framing Lumber: DF (north) No. 2 or better .B. CONTRACTOR TO ISOLATE CONTRUCTION AREA FROM OCCUPIED BUILDING AREA BY MEAN V6 ANNOT OR OR DURING THE EXECUTIION OF THE WORK. E = 1,600,000 PSI U v 9 ��� Fv = 95 PSI C. HEAVY DROP CLOTHS. Fb - 825 PSI 6. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES: DEBRIS, DIRT, AN DUST TO BE CLEANED UP AND CLEARED FROM THE BUILDING SITE PERIODICALLY TO AVOID EXCESSIIVE PLUMBING, ELECTRICALS, ETC. 9. Design values: _. APPROVED AS NOTED ACCUMULATION. 7. PLUMBING WORK SHALL IBE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN THROUGH a. Laminated Veneer Lumber (LVL>: PL'UMNG WA BUILDINGS ALL REQUIRED PERMITS INSPECTIONS AND REQUIRED SIGN" OFFS. E = 1,900,000 PSI 4. NOISE AFTER HOURS: 11'.- PLUMBING WASTE PATE' / E3.P,# 3- THE DEPARTMENT OF BU Fv = 285 PSI ATER.LINES NEED 8. ELECTRICAL WORK SHALL, BE PERFORMED BE PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN Fb = 2600 PSI A. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8AM TO 6 �%'sR G. FEE: , BUILDING DING Y THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS AND REQUIRED SIGN OFFS. B. EXCEPT LEGAL HOLIDAYS. NOTIFY BtJILQING DEPARTMENT AT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. NOTE _ ass-laaz 8AM TO 4 PM FOR THE: 9. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE CONTRACTOR MUST OBTAIN WRITTEN PERMISSION FROM ALL'AFFECTED PARTIES TO WORK OTHER THAN REGULAR HOURS. FOLLOWING INSPECTIONS: DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. DEERKOSKI, ARM & KEHL ASSOCIATES, LLC, AND THERE ASSOCIATED ENGINEER ARE NOT OVERSEEING THE CONSTRUCTION OF THIS 1. FOUNDATION•TWO REAL{IRED BUILDING. THE USE OF THESE DRAWINGS BY ANY CONTRACTOR, SUBCONTRACTOR, BUILDER, TRADESMAN OR WORKER SHALL FOR POURED CONCRETE: 5 CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO THE OWNER. �, 10. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY "CAPPED OR PLUGGED. INSTIGATE A HOLD HARMLESS AGREEMENT BETWEEN THE DRAWING USER AND, DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. CONSTRUCTION WORK WILL BE CONFINED TO THE WORK ISSUED, AND WILL NOT CREATE DUST, DIRT, OR OTHER SUCH 2. ROUGH•FRAMING,PLUMBINIG, INCONVENIENCES TO THE OTHER NEIGHHBORS. STRAPPING,ELECTRICAL.&CAULKING 1 1 . ALL DIMENSIONS ARE ESTABLISHED FROM THE FINISH LEVEL OF THE FIRST FLOOR. VARIATIONS TO THE HEIGHT OF THE FINISH THE USER SHALL IN FACT AGREE TO HOLD DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS FOR ANY RESPONSIBILITY IN 3. INSULATION LEVEL OF THE FIRST FLOOR ARE TO BE REVIEWED FOR APPROVAL BY THE OWNER AND DAK ASSOCIATES, LLC. NO CONSTRUCTION REGARD TO CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES AND FOR ANY SAFETY PRECAUTIONS AND 4. FINAL•CONSTRUCTION b ELECTRIC; PROGRAMS IN CONNECTION WITH THE WORK AND FURTHER SHALL HOLD THE' ARCHITECT HARMLESS FOR COSTS AND PROBLEMS 6 SPECIAL SAFETY NOTES MUST BE COMPLETE FOR C 0 WILL BE ALLOWED TO COMMENCE UNTIL THIS HEIGHT IS APPROVED. ARISING FROM THE NEGLIGENCE OF THE CONTRACTOR, SUBCONTRACTOR, TRADESMAN, OR WORKMAN. THE USE OF THESE DRAWINGS ALL CONTRACTORS AND THEIR REPRESENTATIVES WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR AND DURING THE COURSE ALL CONSTRUCTION SHALL r0E77 THE COORDINATING THE WORK WILL REPORT ANY DISCREPANCIES TO THE ENGINEER'S ATTENTION FOR IMMEDIATE ALSO IMPLIES THAT DEERKOSKI, ARM & KEHL ASSOCIATES, LLC. SHALL TAKE: NO RESPONSIBILITY FOR THE PLAN USER'S FAILURE TO OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF THE REQUIREMENTS OF THE COC ES OF NcUt . 12. THE CONTRACTOR IN CO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWING OR CONTRACT DOOCUMENTS. PROPERTY. EACH AS REPRESENTATIVES OF THEIR EMPLOYEES SHALL ASCERTAIN THAT THE CONDITIONS UNDER WHICH THEY WVILL BE YORK STATE. NOT RESPONSIELE FOR RESOLUTION. REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL CONCERNED REGULATIONS OF DESIGN OR CONSTRUCTION ERRORS. 13. THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ALL UTILITY LINES WITH THIS AND RELATED SITE WORK, AND THE OCCUPATIONAL SAFETY AND HAZARD ACT OR OTHER GOVERNING REGULATIONS. THE BEGINNING OF WORK BY A CONTRACTOR WORK NOTES: HE WILL BE RESPONSIBLIE FOR ALL DISCONNECTIONS, RECONNECTIONS, AND STARTUPS. DOCUMENT NOTES SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE THESE CONSTRUCTION DOCUMENTS HAVE BEEN PREPARED BASED ON INFORDMATION PROVIDED BY OTHERS. ALSO, THE CLIENT CONTRACTOR SHALL INDICATE WHATEVER ACTION NECESSARY, OR RENDER SAFETY CONDITIONS FOR LIFE AND PROPERTY AS ARE 14 THE CONTRACTOR WILL COORDINATE THE ROUTING AND PLACEMENT OF ELECTRICAL, PLUMBING, ;AND HVAC EQUIPMENT WITH RELATED TO HIS ACTIVITY, IF THE WORK OF OTHER PARTIES OUTSIDE OF THE ORGANIZATION IS UPON INSPECTION FOUND AT ANY ATTENTION FOR IMMEDIATE AGREES, TO THE FULLEST EXTENT OF THE LAW, TO INDEMNIFY AND HOLD D)EERKOSKI, ARM & KEHL ASSOCIATES, LLC. HARMLESS ELECTRICAL ARCHITECTURAL FEATURES AND STRUCTURE. ANY CONFLICTS WILL BE BROUGHT TO THE ENGINEER'SA TIME TO BE UNSAFE, HE SHOULD STOP WORK IMMEDIATELY AND NOTIFY THE GENERAL CONTRACTOR, DAK ASSOCIATES, LLC, OR RESOLUTION. FROM ANY CLAIM, LIABILITY OR COST INCLUDING REASONABLE ATTORNEY'S REES AND COSTS OF DEFENSE, FOR THE INJURY OR OWNER. THE BEGINNING OF WORK SHALL INDICATE SATISFACTION WITH CONDITIONS AND ACCEPTANCE OF THESE REQUIREMENITS. INSPECTION REQUIRED ECONOMIC LOSS ARISING OR ALLEGEDLY ARISING OUT OF THE PROFESSIONALL SERVICES PROVIDED UNDER THIS AGREEMENT. 7 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. I • 4 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD NOTE: ^� i SNOW DESIGN FROST LINE DESIGN UNDERLAY- FLOOD WIND EXPOSURE NEW YORK STATE ENERGY CODE LOAD SPEED mi h CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT REQUIRED HAZARDS CATEGORY ALL VENTS ARE TO BE LOCATED AT THE REAR OF THE HOUSE 45 Ibs/sgft 120 (mplh) C SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATE 11 degrees YES 1984/1998 C ALL VENT PIPES ARE TO HAVE LEAD COATED COPPER SLEEVES / COVERS 3 y DESIGN CRITERIA PRESCRIPTIVE DESIGN CRITERIA �a PRESCRIPTIVE DESIIGN MINIMUM UNIFORM.DISTRIBUTED LIVE LOADS (in pounds per square foot) USES(s) AND OCCIUPANCY CLASSIFICATION(s) USE LIVE LOAD DEAD LOAD j USE OCCUPANCY AS PER CHAPTER 1 OF THE ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE, ll 3•' THROUGH ROOT EXTERIOR BALCONIES 60 10 SECTION 101.4.4, ADDITIONS, A-LTEIRATIONS, RENOVATIONS OR REPAIRS, .,� ROOF RESIDENTIAL R-3 DECKS (f) 40 10 .3" t' ADDITIONS AND ALTERATIONS SHAILL_CONFORM WITH SECTIONS 101.4.4.1 - 101.4.4.3 TYPE OF CONSTRUCTION (CHAPTER 6) PASSENGER VEHICLE GARAGES (a) 50 a 10 O 101.4.4.1 ADDITIONS: 3•• TYPE GROUP ATTICS WITHOUT STORAGE (b,e) 10 1p ADDITIONS SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THEY RELATE TO NEW 3" CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTION(S) OF THE EXISTING OR BUILDING BATHROOM 2" V B ATTICS WITH STORAGE (b,e) 20 10 SYSTEM(S) TO COMPLY WITH CODE. 2" ADDITIONS SHALL NOT CREATE AN' UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING 3" PROJECT: HEIGHT AND FIRE AREA ROOMS OTHER THAN SLEEPING ROOMS 40 10 BUILDING SYSTEMS. 2" 2� PROPOSED ADDITION HEIGHT FIRE AREA SLEEPING R(YOMS � "�`�J ' 30 10 101.4.4.3 OTHER ALTERATIONS SECOND FLOOR FOR THE HEIGHT, BUILDING. WHERE LESS THAN 50% OF A BUILDING SYSTEMS OR SUBSYSTEMS, MEASURED IN UNITS THE VERTICAL DISTANCE: STAIRS 40 (c) 10 APPROPRIATE TO THAT SYSTEM, IS REPLACED OR WITHIN ANY 12 MONTH PERIOD, ALTERATIONS 3•, � 2„ 2" I FROM GRADE PLANE TO UNLIMITED AREA TO THAT PORTION OF THE SYSTEM SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION 3' CARAVELLA THE AVERAGE HEIGHT 3 STORY GUARDRAIL AND HANDRAILS (d) 200 10 OR OVERLOAD EXISTING BUILDING 'SYSTEMS OR SUBSYSTEMS. 3•. OF THE HIGHEST ROOF AS PER TABLE 503 (c) SURFACE = N/A AS PER SECTION 502 OIF ROOF 30 10 THE BUILDING CODE OF SECTION 4O2 2 RESIDENCE i NEW YORK STATE. BUILDING THERMAL ENVELOPE KITCHEN LAUNDRY a) ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- 3' 2 POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. 402.1 INSULATION AND FENESTRATE CRITERIA. THE BUILDING THERMAL ENVELOPE SHALL MEET TOTAL HEIGHT FROM RIDGE TO GRADE N/A THE REQUIREMENTS OF TABLE 402.1(1) BASED ON THE CLIMATE ZONE SPECIFIED IN CHAPTER 3. 3.1 2 nw ' S 130 ROGERS ROAD b) NO STORAGE WITH ROOF SLOPE NOT OVER 3 UNITS IN 12 UNITS. WASHER ER 2,• FIRST FLOOR SOUTHOLD, NY. 11935 LUMBER SPECIES AND GRADE c) INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY 2 DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING 3" 2" 2" OVER AN AREA OF 4 SQUARE INCHES, WHICHEVER PRODUCES THE GREATER 3" DRAWING TITLE: ALL HOUSE FRAMING MIATERIAL DOUGLAS FIR - LARCH #2 AND BETTER STRESSES. d) A SINGLE CONCENTRATION WITH WOOD TRUSSES SHALL BE DESIGNED IN 3 ALL EXT. DECK FRAMINIG MATERIAL CCA NC PINE #2 AND BETTER ACCORDANCE WITH SECTION R802.10.1. 3 t. GENERAL NOTES e) SEE SECTION R502.2.1 FOR DECKS ATTACHED TO EXTERIOR WALLS C.0. A F.A. VENT 6" PLUMBING RISER DIAGRAM , ;ABOVE GRADE TABLE R402.2 c.o., c.o.., 4 C.o: MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE C. 1 ,To SCWA APPROVED SET: ISSUED FOR: DATE: . 4" CI SEWERAGE SYSTEM. AREAS OF STRUCTURE MINIMUM SPECIFIED HOUSE BASIC COMPRESSION STRENGTH (a) (fc) : TRAP CRAWL SPACE NA DESCRIPTION OF WORK TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL BASEMENT NA t. BEING PERFORMED SEVERE (b) PLUMBING RISER DIAGRAM (NTS) FIRST FLOOR ADDITION NA i SECOND FLOOR NA BASEMENT WALLS, FOUNDATIONS AND OTHER THIRD FLOOR NA 1) DINING ROOM CEILING JOISTS TO CONCRETE NOT EXPOSED TO THE WEATHER 2,500 (c) SEAL: DATE: BALCONY NA BE SISTERED W/ 1J"X 5}" LVL's FIRE BLOCKING IS TO BE INSTALLED TO (MEET OR EXCEED ALL REQUIREMENTS OF THE BUILDING CODE LOFT NA 2) NEW FLUSH BEAMS To BE OF NEW YORK STATE, AND THE AMERICA,N FOREST & PAPER ASSOCIATION (AF & PA) WOOD FRAME NOVEMBER 16, 2011 j ATTIC (HOUSE)(a) NA INSTALLED IN DINING ROOM CEILING GRADEEEXCEPNT SLABGARAGES AND NFLOOR SLABS TERIOR SLAB ON 2,500 (c) CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. PROJECT N0: ATTIC (HOUSE)(b) NA 3) SECOND FLOOR BATHROOM IS TO ©COPYRIGHT 2011 D.A.K ASSOCIATES, LLC. 939-201 1 GARAGE NA BE RENOVATED NO SUBSTITUTIONS DRAWN BY: NOTE: ALL ROOMS MEET OR EXCEED THE NYS. STANDARDS ALL FLOOR PLANS AND ELEVATIONS ARE PROTECTED OF NEW), ATTIC (GARAGE)(a) NA 4) NEW INSULATION, WIRING, TILE, BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND FOR THE NATURAL LIGHT AND VENTILATION REQUIREMENTS. All Framing Hardware Shown on these Plans, UNDER FEDERAL COPYRIGHT LAW. DEE 0 BDK BONUS ROOM NA TRIM AND SHEETROCK ARE TO BE OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 3,000 (d) Unless Otherwise Indicated, Is Simpson Strong- �� 5� R`ro CHECKED BY: SCREENED PORCHES NA INSTALLED AS NECESSARY. Tie. No Substitutions are Approved or Authorized. PLANS MAY NOT BE REPRODUCED WITHOUT c s� SUNROOM NA 5) ALL WORK IS TO BE CONSIDERED ALL SIMPSON HANGERS HAVE BEEN CERTIFIED BY AN ENGINEER TO HAVE A CAPACITY WRITTEN AUTHORIZATION. , ., � ' w JJD AS AN INTERIOR RENOVATION PORCHES, CARPORTS AND STEPS EXPOSED TO EQUAL TO OR GREATER THAN THE REQUIRED AMOUNT CALCULATED FOR EACH CASE. ALL PLANS AND DESIGNS ARE THE SOLE PROPERTY OF w SHEET NUMBER: DECKS NA Due to the Relationships of Framing Hardware THE WEATHER, AND GARAGE FLOOR SLABS 3,500 (d) D.A.K. ASSOCIATES, LLC. PORCH REMOVED NA 6) DINING ROOM AREA = 126 SQ/FT SHEATHING NOTES: to the other Components of the Structure, any THE RIGHT TO BUILD ONLY ONE STRUCTURE FROM THESE s� Gi COVERED ENTRANCE NA ALL SHEATHING TO BE NAILED IN ACCORDANCE WITH THE NAILING SCHEDULE OF THE AMERICAN FOREST Framing Hardware Substitutions will Render O47) SECOND FLOOR BATHROOM PLANS IS LICENSED EXCLUSIVELY TO THE BUYER. RpF POOL HOUSE CABANA NA & PAPER ASSOCIATION (AF & PA) WOOD FRAME CONSTRUCTION MANUAL (WFCM) FOR ONE AND TWO These Plans Null and Void, and will Result in the ESS� AREA = 56 SQ/FT FOR SI: 1 POUND PER SQUARE INCH + 6.895 kpa UNCOVERED ENTRANCES NA FAMILY DWELLINGS, 2001 SBC HIGH WIND EDITION. Installer Contractor Assuming Responsibility for (a) AT 28 DAYS PSI � 9 P Y Acceptance of these drawings does not authorize the right to build without (a) WITHOUT STORAGE (b) SEE TABLE R301.2(1) FOR WEATHERING POTENTIAL the Design and Performance of the Entire System. the authorization of local governing agencies, such as Suffolk County) Dept. ---[ , (c) CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING (1) SHEATHING TO BE NAILED TO CCA SILL DOB NUMBER: OF i (b) WITH STORAGE CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (d) (2) SHEATHING TO EQUALLY SPAN 1ST AND 2ND FLOOR BOX BEAM of Health Services, Town Building Departments, DEC, FEMA, etc. (d) CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) (3) SHEATHING TO EQUALLY SPAN 2ND .FILOOR AND ATTIC TOP PLATES Verify all conditions, codes, and requirements with such agencies prior to JAMES J DEER SKI PE r SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. 4 SHEATHING TO BE NAILED TO TOP PLATE construction. © D•A•K ASSOCIA , uc (e) SEE SECTION R402.2 FOR MINIMUMCEMENT ( ) t - i v HALL B B 301 301 A D -A©K ASSOCIATES nc Aresidential & commercial design •engineering•consulting 301 EXISTING 26ss 3 01 BATHROOM Trimmed Door— 506 Main Street phone: (631)767-6071 Opening Westhampton Beach,New York 11978 fax: (631)466-3354 Provide solid E-Mal: CArm8888@ool.com bearing point Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC Provide solid (4) 2x4's - - bearing point (3)lrx5r LVL Flush Beam OWNERSHIP & USE OF DOCUMENTS: (4) 2x4's Toilet r;mi Toilet Waste Line These drawings and specifications including the Waste Line Vent = _ _ = ideas, design and arrangements represented therein, ore the property of D.A.K. ASSOCIATES, LLC. No part thereof shall be copied, disclosed Tub I to others or used in connection with any work IiliE� — — or project other than for which the have been Toilet Drain (- Provide Simpson p J prepared without written consent. g above Above Hanger a equal N � - - - - - - - _ - - - - III - - - � M r I I i i Provide Simpson � (� C: Existing 2x6 floor joists - 16"oc, to be sistered with 1"x 5r LVL floor joists LL Hanger or equal o- - _— _— _— _ — _ _. � - � — —_ — 0 EX. _ 31, EX. 11 I i Existing 2x6 floor joists - 1 'oc. HALL 2 Provide Simpson - HALL Hanger or equal III 3' 3' S' 1, L— — _ _ — A a S 32' 8 . 31, EX. � 3� j .• — — — — EXISTING — — — — — •— � I - (3)lrx5r LW Flush Beam III i BATHROOM I DINING ROOM Existing 2x6 floor joists- i6' C. � •• ' 1668 3'-7' 10' 4' EX. EX. co LINEN LINEN o III CLOSET CLOSET o 2668 III I Trimmed . EX. i Door — STAIRWELL ening Provide solid Provide solid WORK NOTES: bearing point bearing point I l (4) 2x4's (4) 2x4's (2)2x10 Hdr to be upset below top plates in wall, insuring that EX. bearing points at the end of HALL EX EX. the header are directly over the HALL LIVING A concrete wall below B ROOM 3 01 3 01 i DININGROOM STRUCTURAL CEILING PLAN Sister up existting floor gist over girder A 1„ - with (1)rx 71'x 72' CDX plywood and B SCALE: - 1'-0" (1) 2x8 glued and nailed then plate on 3 01 3 01 each side off girder with r plywood. B (See[Beam Detail 'A") 301 A EXISTING SECOND FLOOR BATHROOM PLAN � 301 9 9 SCALE: n = 1'-0" i Provide solid N bearing point W W Provide solid bearing point Waste line' PROJECT: PROPOSED ADDITION FOR THE Y Stteel I CARAVELLA Column y New�"CDX 0 _ RESIDENCE m y coo vS' rn Existing(2)4x6 Girder I I - - Existing(2)4x6 Gird - _ Existing New 3'Steil N 2x8 Doug Fir 2x8 Doug Fr 130 ROG E RS ROAD . Calum 42 SOUTHOLD NY 11 I I935 Existing DRAWING TITLE: a M I 4x6 Doug Fir s I Girder N I I A I AS NOTED 286 I ,y I L — — SET: ISSUED FOR: DATE: Provide solid Provide solid BEAM D ETAI L "All bearing point bearing point i SCALE: 1" = 1'-0" A Existing B SEAL: DATE: 3 0 1 Basement 3 0 1 NOVEMBER 16, 2011 Stairs PROJECT NO: Existing(2)4x6 Girder Existing(2)4x6 Girder 939-201 1 jl DRAWN BY: l 3' Sel OF NEW i YO BDK Cd n `P 5.DEERp 'f CHECKED BY: JJID ZSHEET NUMBER: I �2d'FO do FY�7 2� �,�� _ A 101 BASEMENT STRUCTURAL CEILING PLAN R Spa SCALE: = 1 —O DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization JAMES J DEERKOSKI PE of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such © D•A•K ASSOCIATES, uc agencies prior to construction. ---- ---------- — -- --------- -- -- .x ® i• a i D ®A®K ASSOCIATES LLC residential & commercial design•engineering•consulting 506 Main Street phone; (631)761-6071 Westhampton Beach,New York 11978 fax: (631)466-3354 E-Mail: CArm8888@aol.com 1 Deerkoski,Arm&Kehl Associates,LLC o formerly East End Design Associates,LLC OWNERSHIP & USE OF DOCUMENTS: These drawings and specifications including the ideas, design and arrangements represented therein, are the property of D.A.K. ASSOCIATES, N N N N N 0 B LLC. No part thereof shall be copied, disclosed to others or used in connection with any work or project other than for which they have been prepared without written consent. i Y EX. BATHROOM BEING EX. EX. TOILET RENOVATED EX. EX. BATHROOM HALL LOCATION TUB .X.i E EX. EX. '� TOILET HALL LINEN BEING TUIB HALL LINEN _ CLOSET BATHROOM CLOSET RENOVATED j BEING RENOVATED I I Existing 2x6 floor joists- 16'oc. I� Existing 2x6 floor joists - 16°oc. Existing 2x6 floor joists- 16"oc. to be sistered with 1rx 5r LVL floor joists WORK NOTES: to be sistered with 1 "x 5 LVL floor joists I I I I (3)1 "z5" LVL Flush Beam � � �° EX. (2)2x10 Hdr to be upset below I I STAIRS (3)l x5r LVL Flush Beam top plates in wall, insuring that I I I I (2)2x10 Hdr to be upset below bearing points at the end of I I (2)2x10 Hdr to be upset below top plates in wall, insuring that the header ore directly over the I I top plates in wall, insuring that I I bearing points at the end of i concrete wall below bearing points at the end of I I EXISTING the header are directly over the the header are directly over the EX• concrete wall below I' DINING ITR OM ,' I I concrete wall blow j HALL DINING ROOM i EXISTING BEING RENOVATED I I Jack studs down to BEING RENOVATED foundation 7'-11' -9• DINING ROOM I I Jack studs down to ! BEING RENOVATED I I foundation II II t II r• II II Existing 2x8 Floor Joist - 16"oc. Existing 2x8 Floor Joist - 16"oc. f j Provide solid Existing 2x8 Floor Joist - 16"oc. Provide solid Provide solid bearing point bearing point g point Existing (2)4x6 Girder bearing Existing (2)4x6 Girder Existing (2)4x6 Girder : Existing 46 Girder Beneath Existing 46 Girder Beneath 2x8 Floor Joist 2x8 Floor Joist 01 I PROJECT: 3" Steel 3" Steel 3` Steel PROPOSED ADDITION Column Column Collumnumn 8" CMU. Foundation) 8" CMU. Foundation 8" CMU. Foundation t6" NU. Foundation 8°CMU, Foundation 8" CMU. Foundation FOR THE CAR"ELLA - RESIDENCE 130 ROGERS ROAD I lull E u I SOUTHOLD, NY. 11935 r f DRAWING TITLE: I i AS NOTED SET: ISSUED FOR: DATE: i OSS SECTIONASECTIONB C { 301 301 301 SEAL: DATE: NOVEMBER 16, 2011 PROJECT NO: 939-201 1 OF NEW Y DRAWN BY: DEF'Y' O�Q� BDK CHECKED BY: JJD SHEET NUMBER: tip �FES 1NP A30 T i.l . DOB NUMBER: OF Acceptance of these drawings does not authorize the right to build without the authorization of local governing agencies,such as Suffolk County Dept.of Health Services,Town Building JAM ES J DEERKOSKI PE Departments,DEC,FEMA,etc. Verify all conditions,codes,and requirements with such © D•A•K ASSOCIATES, uc r agencies prior to construction.