The URL can be used to link to this page

Home My WebLink About35707-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 5/14/2012 CERTIFICATE OF OCCUPANCY No: 35595 Date: 5/14/2012 THIS CERTIFIES that the building Location of Property: SCTM #: 473889 Subdivision: ADDITION/ALTERATION 85 GLENWOOD RD CUTCHOGUE, Sec/Block/Lot: 110.-4-9 Filed Map No. Lot No. filed in this officed dated 35707 dated 7/14/2010 conforms substantially to the Application for Building Permit heretofore 6/10/2010 pursuant to which Building Permit No. was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including attached two car garage with workshop, screened porch, covered porches, outdoor shower stall and deck, to an existine one family dwelling as applied for. The certificate is issued to AKIS SINESI (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 8/17/11 R10-10-0026 35707 /~ William Schwaub 4/19/12 10/3/11 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35707 Z Date JULY 14, 2010 Permission is hereby granted to: AKIS SINESI 2410 EAST 66TH ST BROOKLYN,NY 11234 for : ADDITIONS & ALTER3kTIONS TO A SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GAR3kGE, SCREENED PORCH & DECKS AS APPLIED FOR at premises located at County Tax Map No. 473889 Section 110 pursuant to application dated JUNE Building Inspector to expire on JANUARY 85 GLENWOOD RD CUTCHOGUE Block 0004 Lot No. 009 10, 2010 and approved by the 14, 2012. Fee $ 1,476.00 ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic featnres. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or eugineer responsible lbr the building. 6. Submit Planning Board Approval of completed site plan requirements. 1. Accurate snrvey of property showing all property lines, streets, building and Ulmsual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. Ifa Certificate of Occupancy is denied, the Building laspector shall state the reasons therefor in writing to the applicaat. C. Fees I. Certificate of Occupancy - New dwelling $50.00, Additioas to dwelliag $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. Copy of Certificate ofOccupaacy - $.25 4. Updated Certificate of Occapancy- $50.00 5. Temporary Certificate of Occupaacy - Residential $15.00, Commercial $15.00 Date. New Construction: Location of Property: ~ House No. Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Old or Pre-existing Building: Street (check one) Itamlet Subdivision Permit No. Date of Permit. Block c-~ Lot 9 Lot: Filed Map. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ ~"~. ~' fa.c. ?lq o Final Certificate: (check one) Applicant Siguature Town Hall Annex 54375 Main Road P.O~ Box 1179 Southold~ NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 roqer, riche~C, town.southo d ny us BUILDING DEPARTMENT TOWN OFSOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Sinesi &ddress: 85 Glenwood Rd City: Cutchogue St: NY Zip: 1193." ~uilding Permit #: 35707 Section: 1 10 Block: 4 Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Roslak Electric Inc License No: 3677-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only [~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Servicelph ~ Heat ~ Duplec Recpt ~ Ceiling Fixtures ~ HID Fixtures~~ Wall Fixtures Smoke Detectors Service 3 ph Hot Water GFCl Recpt Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture [~J Pumps Transformer Appliances Dryer Recpt Emergency Fixture~ Time Clocks Disconnect Switches Twist Lock Exit Fixtures ~ TVSS Other Equipment: 200a underground service, 1 exhaust Fan, 5 paddle fans Notes: Inspector Signature: Date: 81-Cert Electrical Compliance Form Town Hall Annex 54375 Main Road P.O. Box 1179 Southold~ New York 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Building Permit No. ~ ~r C ~ Owner: ~xK~5 ~iO ~'5 x Plumber: (Please print) (Please print) lead. Sworn to before me this dayof t'~,~,~v,~,x , 20 ix I certify that the solder used in the water supply system contains less than 2/10 of 1% ( lUmbers S g[ature) Notary Public, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~FOUNDATION 1ST ROUGH PLBG. N' FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]ROUGH PLBG. ~~_. ]/~.~;~NDATION 2ND [ ]INSULATION "'-~/'"'"~'~'-/j FRAMING / ST~NG [ ] FINAL [ ] FIRE~CE&CHIMN~ [ ] fiRE~l~l~ [ ] .~~~ [ ] ~~~~ DATE ~__~~/~ INSPECTOR '~~~TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ [ ] RRE RESISTANT CONSTRUCTION [ ~ ELECTRICAL (ROUGH) [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE iNSPECTOR~~~'~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION l ST [ ] ROUGH PLBG. ] F/OU*NDATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ~!RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ~ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: TOWN OF SO ILDING DEPT. 765-1802 I NSPECT/JON ] FOUNDATION 1ST [~] FIOUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIREI:ESiSTANTCO#SIl~UCTIO# [ ]FIRERESlSTANTI~'d~IETRATIO# TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING ] RO~~H PLBG. INSULATION [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSI~CTION mE.mST~lZ~s~. ~ [ ] ..E.mST~A~T~ PF..~r. AT.~ ...A.KS. ~:/~-~~-: /~/ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO~H~PLBG. [ ] FOUNDATION 2ND [/.,/]'INSULATION [ ] FRAMING / STRAP~NG [ ] FIREPLACE & CHIMNEY [ ] FIR~R~SI'Jm'C0.S'm~ ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT I~ENETRATION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING ~IREPI~CE & CHINN~ [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG~I) [ ] ELECTRICAL (FINAL) REMARKS: /~/~ ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~ ELECTRICAL (FINAL) REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION ~FINAL [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~ ~ / ~E-r~'~_ ~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN~J~TION [ ] FRAMING/STRAPPING [~']~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL {FINAL) [ ] ELECTRICAL (ROUGH) TOWN OF SPAJTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net xamined ,:0[0 Approved ~'7'"-- /~_,20 /0 Expiration ,] ,~_,1 ~L ,20 / [ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the lbllowing, before applying'? Board of Health 4 sets of Building Plans Planning Board approval Survey PERMIT NO. 35 907 Check Septic Form NY.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact ~L4~'~. Mail to: Phone: ~5-- b~ 'qtk;"~ m ~ng nspector JUN !,0 2010 INSTRUCTIONS Date(~j IO b ,20tO ~ls apl~I~00~.bIRTMUST be co ~pletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets, ~p!ans~ acl:~itlt~filllil'~tJk t,, ~-t!~ ee 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 wate~ays. c. The work covered by this application may not be commenced before issuance of Building Pe~it. d. Upon approval of this application, the Building Inspector will issue a Building Pe~it to the applicant. Such a permit shall be kept on the promises available for inspection throughout the work. e. No building shall be occupied or used in whole or in pan for any pu¢ose what so ever until the Building Inspector issues a Certificate of Occupancy. 1~ Eve~ building pe~it shall expire if the work authorized has not commenced within 12 ~nonths after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations aflbcting the prope~y have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the pemit for an addition six months. Thereafter, a new pem~it shall be required. ~PLICATION IS HEREBY M~E to the Building Department for the issuance of a Building Pe~it pursuant to the Building Zone Ordinance of the Town of Southold, Suflblk 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, ~ regmlations, and to admit authorized inspectors on premises and in b~ilding for necessa~ inspections. State whether applicant is ~wner, lessee, agent, architect, engineer, general contractor, electhcian, plumber or builder Nameofownerofpremises AK a ? (As on the tax roll or latest deed) (Name and title of co.orate officer) Builders License No. i.i_~ Plumbers License No. Electricians License No. Other Trade's License No. A~-..C~ [ ~ [~t~ 1. Loctti~ofla~d 9n which propo~ed~or~ will be done: County Tax Map No. 1000 Section Block Lot Subdivision 'N Filed~ap ~. LoC- 10. Date of Purchase 2. State existing use and occupancy ofpreyqises end,intended use _and occupanc3~ofprol~osq~construction: a. Existing use and occupancy '~1 d~--~ ~ [2) ~,}~-- ""f/~xM I Jk] ) _ -r-- ..-' x_l,&.'.h,,,/) b. Intended use and occupancy --~--~- 1-- ~--~ ~ C OIJF-- 1'-4 1 l-- 3. Nature of work (check which applicable): New Building_ Addition / ! Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ~.~q..~O ) O0(---~ Fee (To be paid on filing.this application) 5. If dwelling, number of dwelling units ~ Number of dwelling units on each floor [ V'~M If garage, number of cars ~ ~l}~a~l~q~ - 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions ofexi.sting structures, if any: Frontqqo 3Rear /'4d4- ~ [ Depth ~ Height/%PP¢--~5( ~i(o~, tNumber of Stories D i m e n s~io 'n~9.~ s~a~-~e~ sO:~t r u ct u~re wit h a It e ratio n..s ~o r ~drdrdrdod~i~ p s: ~ro nt 0{',55 o ~0~i i Rear Depth ' ~,., Height c~,q,.~ ~> ~- ~l:x~umber of Stories r,Q. [fL 8. Dimensions of ~,tire new construction: Front ~]//-X, , t,Rear }g/~ Depth Height ~.J/]~ Number of Stor,e' s [,-) 1~ ' I Size oflot: Front 1"']5.0_~ ~Rear I'~-0I Depth ~--~~ame o f Former Owner "'"'~"0 ~ 1 I. Zone or use district in which premises are situated ./ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES__ NO / 13. Will lot be re-graded? YES NO CWill excess fill be ~m~,o,v~ruo~l~ises? YES__ NO. 14. Names of Owner cffnrem'ses/, x · · Name of Architect~l~ l'-Si Name of Contractor ~ Address - ' ..... ' ' ' Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES __NO · IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE/REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO · IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. / 18. Are there any covenants and restrictions with respect to this property? * YES __ NO · IF YES, PROVIDE A COPY. STATE OF NEW YORK) 1/, - SS: COUNTY OF~'//~ ) A~----~ ~ ~]~Im'~ being duly sworm deposes and says that (s)he is the applicant (Name of individual sign.ing contract) above named, (S)He is the ~)~t..-) p~___,~'2.~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to _be~re me thi,~./ O~,/~/d'" day o f -/~/~,,/'~otr t// 20//0 "If'"~" · ~ota~y i-uun'-', Stele ..... ,.., ,. (// Notary P~ic No. 485730~ . ~ atgnature oz ~ppucant Quel fled in Queens Oount~ Oommission ExP BUILDING DEPARTMENT APPLICATION FOR ELECTRICAL INSPECTION JOEL~ITE INFORMATfON: (*indicates required informat/on} *Phone No.: *Do ~ need a Tamp C, ett,~¢ate: (~/NO Teml~ I~;a,,,m~n [W neeaee~ *..~t/vJce SIze:~ 3Phase 100 150 ~ 300 350 400 Other *New,Service: Re.conne~ ~ Numbe~ of Meters Change of Service Overhead / . To w:n of* Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMI;;HT FORM I;ROPERTY LO~ATION.., ~.C.T.~,, ,~ ~, ~, _T~__E FOU.OWIHG ACTION~ MAy REQUIRE THE SURM!_~__r,_,I~. OF A ~) __1 "I *~__~" c;'~' ~. ? ' G~n'WATER' GRADING~ DRAINAGE AND EROSIOfl COHTROL P~ ~lstHct s~ctlon Bao~k Lot ~.r.~ ~ ~r~r.u BY A DESIGN PROFE881ONAL IN THE 8'TATE OF NEW YORK. Itam Number: (NOTE: A Check Mark (~) thr each Question Is Required thr a Complete Apptication) Yes No 1 2 3 4 5 6 7 8 9 Will this Projerzt Retain All Storm-Water Rur~Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all run-off oreated by site oleering and/or conslruction ac'dvffJes as well as all Site Improvements and the permanent creation of impewk)us surfaces.) Does the Site Plan and/or SurVey Show All Proposed Drainage Stmctores Indicating Size & Lecaflee? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface Wataflqowi Will this Pmjast Require any Land Filling, Grading or Excavation where them is a change to the Natural Existing Grade Involving mom than 200 Cubic Yards of Matedel within any Parcel? Will this Application Reduim Lend Disturbing Activities Encompassing an Area in Excess of F'we Thousand (5,000) Square Feet of Gmond 8udace? Is there a Natural Water Course Runolng through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will them be Si(e p~epamflee on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical FUse to One Hundred (100') of Horizontal Distance? Will Driveways, Paddng Areas or other Iml~n~ious Su6eces be Sloped to Direct Storey. Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Ptacameflt of Material, Removal of VsgetalJee and/or the Constmctkm of any Item Within the Town Right-of-Way or Road Shoulder Area? (This Item will NOT include the Installation of DHveway Aprons.) Wili this Project Require Site Preparation within the One Hundred (100) yeer Floodplain of any Walagx~urse? r'~ / NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark In the Box, a Stere-Water, Grading, Drainage & Erosion Control Plan is Required and Must be Submitted for Review Prior to Issuance of Any Building Pennlfl EXEMPTION: Yes N__o Does this project meet the miolmum standards for classl~::atiee as an Agricultural Project? / Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan Is NOT Required/ __ STATE OF NEVV YORK, .cou , ...... ss . ............. ,.. _ ............................................................... ~ ~y ~o~, .~ ~-~ ~ ~ ~ ~p~ ~ (N~e ~ ~ ~ ~t) STUN T WOLF . ~ ~ ~ ~ ~ Nma~ Public, State of ~ ~ ~d ~ar hdshc ~s ~c ......... ~ ................ ~,~ .................................................. ~ ........................... ~a,..~523a9 (~,~,~c ~ ~,~) Qua.}ifipd in Q~ee~ ~'* .... m~c ~d ~dc ~s appU~ao~ ~ ~ s~m~ con~ m ~ appU~bon ~ ~c to ~c ~t offs ~o~c~ ~d ~licf; ~ ~ wo~ ~ll ~ p~o~ ~ ~c m~ncr set fo~ ~ ~c appfi~don filed hc~. Sworn [o ~[orc mc ~s; ....................... .............. or ................... 0.1e ........................... o~ P ............................................ FORM - 06/07 flS--?o7 BUILDING PERMIT EXAMINER CHECKLIST scm# 000- /I o Property Address: Building Permits (Open/Expired): BP 5'"{7~Z / C/0 Z~ ~-ff ~f~, Info: BP ~ -Z/C/OZ- ~ ,Info: ~ BP -Z/C/OZ- Single & Separate Search Required? Y o~JDetermination: *Date Submitted: ~ --/0 -- / 0 Date Reviewed: ~ Estimated Cost: Subdivision: ~ SY *e~ff Zone: ~-~ Conforming?~ . City: ~ Pre COs? ~B ae g/g¢-z / c/0 z- 7~ oy, ~n~o: 4a , Info: BP ~-Z / C/O ~ , Info: REQ. Lot Size: ~o, oo o ACT. Lot Size:, '/-o~.. 1'7, .5-00 St: REQ. Lot Coy. ~ ~ ACT: Lot Coy REQ. Front ~3.Y'ACT. Front ..Bff, 6/REQ Side /o £' ACT. Side/..~, ~ ' REQ. Rear ~ ' PROP. Rear' REQ Height ~.5'~ACT Height ~-?, / t¢~ zL, J~ ~.YX~ a,S''~,.--,-- ..E'I/ -z'~' ;-7~,'"--:-- ' 7 a, -. ~- _~-~ _ ., __ . Water~ront?Yor~_?-' '~'fl&h~a~ ~-~-&_~ 'o(3~-~ +%~,4~'~_~ lfyes, waterbody: ~ Panel. ]-(~k FloodZone: ~ Bulkhead/BlutfDistan~:c~'~t ADDITIONAL APPROVALS REQUIRED Suffolk County Health~r N-If yes, ~Bed#: q *Date: ;, 1,/O*Permit#: ~[0-/0-- ~0~ Town Septit~r - If no, certification required: Y or N Received: Y or N By: NFS DEC: ea~-~)~cwu,s Y or0- Date: / / Permit #: or NJ Letter- Notes: Southold Trustees: Y or~)- Date: / Permit #: or NJ Letter - Notes: Southoid ZBA: Y o~_~ Date: /__ Permit #: - Notes: Southold Planning: 5' or~ Date: /__/ Permit #: - Notes: Town Landmark C of A: Y o ~2)TE: / / *NFS CODE Compliance (page 2): ¥ or N Notes. ~ .. /~4~,_a.~-~_ /~_~o .~qg~ ?.~.._, ¢1/.;~ ~-,(:5--/}-~ ~ FeeStr ct · ,- -, ~ .... - ~ - ~ ' ~ · trqc ure. ~.~ Lalculatlon: x ~ .2 Y~ ~.- ~., ~ '- ~ / ..... , Foundation' · &/~ / ~ F,rst Floor: __ } ~ 1~. ~'l SF + ~itial Fee: Second Floor: 31 ~,¢~ SF . + Additional Fee ( ):$~ -~ Other: SF 2. ( ~4.0qO _SF)- ( ~2,-0 Total: ht O PC 0 SF SF)= 31'1o SFX$ ,hto=$ 11t-'76, oo + Initial Fee: $ ~oo , ~ o + Additional Fee ( ): $ TOTAL:$ 1%'7g, 0o NEW YORK STATE CODE COMPLIANCE CHECIrd~IST CLIMATIC/GEOGRAP HIC DESIGN CRITERIA: . Ground Snow Load: ~.0 ~ W~'dndSpeed: 120MPH [~eDeslgnCategory.' Weatheri~~- ,'Fr°st Depth: 36" v" T~rmlte: M-H ~Decay: S-M Shield Underlay: YI~$ ~ " Flood Haza?ds: USE/OCCVP c¥ CL^SSVIC^TIO : / T~E OF CONSTRUCTION: ~eo~ ~ DESIGN CRITERIa: ENGINEERED/pREscRIPTIVE FULL FRAMING DESIGN ELEMENTS:~/N ItEADERS: ~N _ WALL STLrDs./~ CEILING JOISTS: ~ FLOOR JOIST~':~/Iq LUI~BER SPECIES AND GRADE:i~r/N GLILDERS: Y/N ROOF RAIXTERS: Y/N WI3qDOW AND DOOR SCHEDULE: .MISSLE TEST REQUIREMENTS:~N EGRESS 5.7 S.F.:~N LIGHT 8%:~N \rENT 4 %: NAILING/CONSTRUCTION SCHEDULE~N MEANS OF EGRESS: ~/N PLLrMBING RISER DIAGRAM{~ LOCATION OF FIlLE PROTECTION EQUI?MENT:(~ TRUSS DESIGN: Y~) CERTIFICATION: Y~ ENERGY CALCS ~ ' TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) · , · ~___~ ,~,,. TOWN OF SOUTHOLD, PROPERTY RECORD CARD FORMER OWNER N E ACR. P/}~"SO, l/0/-~ ~ ~ a~ S W ~PE OF BUILDING RES.,,C~.O S~S. VL. [ ~^R,~ I CO~. CB. ~,CS. Mkt. LAND IMP. TOTAL DATE REMARKS TitBble FRONTAGE ON WATER Wo~land .,:-~ _.. FRONTAGE ON ROAD /~0' Mea~wlond DE~H ~V 1 ~ ' House P~ot BULKH~D Total OWNER TOWN OF SOUTHOLD i~"~OPERTY RECORD CARD FORMER OWNER RES. LAND IMP. 'VL STREET /ILLAGE LO'T',~,Z ~"~S / TOTAL ~ ?.~o .,V Farm Tillable DIS"TRICT SUB. ^CR~GE TYPE OF BUILDING COMM. J~ND. JCB. [ M~SC. FARM NOPJvgS~L Tillable 2 Tillable 3 Acre DATE -/',/4 ~'/?£ BmLD~NG COND~Tfd~/?~ I Est. Mkt. Value BELOW Value Per Acre ABOVE Value FRONTAGE ON WATER FRONTAGE ON ROAD Total House Plot Swampland Brushlanl~' '~., -L Woodland M. Bldg. ~ .y- Foundation Extension I Extension ~xtension Breezewcy Garage Basement Ext, Walls Fire Place Patio Driveway /~.~.~/.. ~. Floors -.. ~ IDterior Finish ' Pa~h Roof Type Porch j .I Roo~ I~ F}oor I Rooms 2nd Floor Dormer Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY I 1971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD December 13, 2011 Akis Sinesi 2410 E 66th St. Brooklyn, NY 11234 Re: 85 Glenwood Rd., Cutchogue TO WHOM IT MAY CONCERN: The Following Item(s) Are Needed To Complete Your Certificate of Occupancy: ~'/ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. ~/ A fee of $50.00. / Final Health Department Approval. / Plumbers Solder Certificate. (All permits involving plumbing after 411184) __ Trustees Certificate of Compliance, (Town Trustees#765-1892) __ Final Planning Board Approval. __ Final Fire Inspection from Fire Marshall. - Bob Fisher __ Final Landmark Preservation approval. BUILDING PERMIT: 35707 - Additions and Alterations TITLE No. 3S-~ ' /o o. MEASUREMENT IN U.S. STANDARD I THENoT EXlSTENCEsHoWN AREOFNoTRIGHTGuARANTEED.OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, THE DIMENSIONS SHOWN HEREON, FROM THE STRUCTURES TO THE PROPERTY LINE, ARE FOR A SPECiFiC PURPOSE ONLY. THEY ARE NOT INTENDED TO BE USED FOR THE ERECTION OF FENCES, STRUCTURES OR ANY OTHER IMPROVEMENT. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLA- TION OF SECTION 7209, SUB- DIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. ONLY COPIES FROM THE ORIGI- NAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED SEAL SHALL BE CONSIDERED TO BE VAED TRUE COPIES. KULHANEK & PLAN (914) 764-0304 73 WESTCHESTER AVE. (7t8) 347-3533 POUND RIDGE, NY. 10~76 TELEPHONE: 800-541.5124 FAX: 800-242-4955 E-MAIL: kptsp~rols, com GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PRE- PARED, AND ON HIS SEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDI- TIONAL INSTITUTiONS OR SUBSEQUENT OWNERS. SECTION I BLOCK GUARANTEED TO DATE COUNTY JOB NO. DATE APPROVED FOR EXPIRES RECEIVED HAY 2 6 2010 SUFF. CO. HEALTH SERVICES OFFICE OF WASTEWATER MGT. ~IJFFOLK D/~=~RT~4ENT OF'- HEAL 3.0..,.~,~'O~-'AL OF CDNsT~UCTi ~LE FAMiLy F~2Si~ .... FROM DATE OF APPROVAL Excavatiah~;h~ .s. pect~on For Samtary Sy By Health Department :ired (TEST PROPOSED SEPTIC SYSTEM DETAIL (NOT ~O ~..NJ[~ ~.. ~ W¢I~' ~. .~ ~/S'l~' ~.'~ -~, ~'~ j'Y~ ~ ..~ - SEPTIC TANK (1} SURVEY OF LOTS 33 & 34 MAP OF RAVATONE REALTY CORPORATION FILE No. 559 FILED DECEMBER 22. 1950 SITUATE CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-110-0,*-09 SCALE 1"=40' APRIL 8, 2010 MAy 24, 2010 REVISED 9Y SCDHS AREA = 17,500 sq. ff. 0,402 ~c. TEST HOLE DATA DUG BY THIS OFFICE ON APRIL 10. 2010) '~, ' ~"~'~i !:'' Nathan T'Gft-'Corwin III Land Surveyor, PHONE (651)727-2090 Fex (631)727-1727 SURVEY OF LOTS 33 & 34 MAP OF RAVATONE REALTY CORPORATION k FILE No. 559 FILED DECEMBER 22, 1950 , ~ SITUATE ,_9~ )~ ,~ CUTCHOGUE /¢~ ~. TOWN OF SOUTHOLD ~-~ ~. SUFFOLK COUNTY, NEW YORK ~¢'~ X ~. ~ S.C. TAX No. 1000-110-04-09 - ~ ~ ~ ~ SCALE 1"=50' ..~ ~ X ~ ~ ~ APRIL 8, 2010 x~~~'~ ~ .~ ~ MAY 24, 2010 R~ISED BY SCDHS ~~~h%TM ~../ k'* ~ / AREA = 17,500 sq. ft. ~~ ~ ~' <//% ~ O~ ~ ~-~-~'2~ Nathan Taft Corw~n 5ova. ~ ~ ~'~ ~~%~ Land Surveyor LEACHING POOL , , ' COV[R 2 55 28 m;% ~-~~ ~%~ - ~ PHONE ($31)727-2~90 Fox (631)727-1727 ~.~ HOUSE HOUSE CORNER [] CORNER[~ SEPTIC TANK COVER 22' 58' LEACHING POOL COVER 1 42' 19.5' LEACHING POOL COVER 2 55' 28' LEA.;HING POOL CO, ER 5 55' 55' March 26, 2010 Town of Southold Building Department Town Hall 53095 Main Road Box 1179 Southold, New York 11971 Department of Buildings iR.e: Sinesi Residence (85 GLENWOOD ROAD, CUTCHOGUE NY 11935) Section 1, Block 4, Lots 33 & 34 Dear Department of Buildings: The submitted construction documents erroneously contain reference to a flitch beam (2- 2x12 ML W~ (1) 1/2" x 11" STL FLITCH FLUSH) on sheet 3 of 7 betweon the New Screened-in Porch and the New Roof Deck. This~is no longer_ necoss~] since an initially designed upper level 2~ story deck with differing loads is no longer in the current scope of work. We regret that our office di~ not eliminate the text pertaining this beam during our redesign stages with the owner prior to the 2010 initial filing of the project in the Town of Southold. By copy of this letter, we certify that the contractor does not need to install the noted flitch beam. Please do not hesitate to contact our office with any questions or comments. Oy6 ; r Day Drafl;m j and Archd;e. ctur~, F'.C. G~ W. Main ,~'~. Oy~t;er Ibay, N.Y. I 177 I Tel.: 5 IG-922-597~ Fax: 51~-922-G235 ht~F://www.oy~terbaydra~m9.com June 21, 2010 Town of Southold Building Departmem Town Hall 53095 Main Road Box 1179 Southold, New York 11971 Department of Buildings Attemion: George Gillen, Plan Examiner Re: Sinesi Residence (85 GLENWOOD ROAD, CUTCHOGUE NY 11935) Section i, Block 4, Lots 33 & 34 Dear Mr. Gillen, Per our earlier conversation, and in finalizing your review and approval of the project, enclosed please find four (4) new copies of sheet 2 and sheet 6 with regard to the "Design Criteria" requirements (i.e. wind speed, temperature, etc) and plumbing riser diagram. Please call with any questions or comments. Very truly yours, Oyst;er Bay Draf-I; n j and ArchlC~t;ur~, G8 w, Ma,n 5t;. Oyster Bay, N.Y. Tel.: 516-922-597~ Pax: 5~6-922-G235 h'c'cpr//W~w.oys~.erbaydra~ncj.co~m July 12, 2010 Town of Southold Building Department Town Hall 53095 Main Road Box 1179 Southold, New York 11971 Departme~ of Buildings Attention: George Gillen, Plan Examiner Sinesi Residence (85 GLENWOOD ROAD, CUTCHOGUE NY 11935) Section 1, Block 4, Lots 33 & 34 Dear Mr, Gillen, Per our earlier conversation, thc portico roof and columns are eliminated from the project due to front yard encroachment zoning regulations (only the 5'-6' x 7'-8' base "st~ I~ with outer/front steps will be erected as per the latest plans), ,~ "' ,/1~- ) The owner is in agreement with our office that any subsequently submitted plan amendments or a final set of"as built" plans will show the aforementioned changes. In the interim, and as per our discussion, please pro¢oed to issue the permit with the portico roof and columns "crossed out" oo the plans. Very truly yours, Lou~ '~REScheck Software Version 4.3.0 Compliance Certificate Project Title: SINESI RESIDENCE Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Peroentage: 19% Heating Degree Days: 5?'50 Construction Site: 85 Glenwood Road Cutchogue, NY 11935 Owner/Agent: Akis Sinesi 85 Glenwood Road Cutchogue, NY 11935 Compliance: Maximum UA: 514 Your UA: 483 Designer/Contractor: OYSTER BAY DRAFTING AND ARCHITECTURE 68 WEST MAiN ST OYSTER BAY, NY 11771 1st Floor (flocx): Ati-Wood Joistrrruss:Ove~ Unconditioned Space Wall of 1st Floor: Wood Frame, 16" D.C. EXIST WINDOW (FRONT, FOYER): Wood Frame:Double Pane 2007 1683 8 12 12 8 10 10 10 12 19 12 12 30.0 15.0 0.0 0.0 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0.330 0.330 66 94 4 4 3 4 4 3 3 3 6 3 3 4 4 6 4 4 Project Title: SINESI RESIDENCE Report date: 03/29/10 Data filename: O:~005-jobs\05250-Slnes~E)rawings~Sinesi.rck Page I of 8 EXIST WINDOW SIDE ELEV(DINING) copy 3: Wood Frame:Double 12 Pane with Low-E EXIST WINDOW SIDE ELEV(DINING) copy 4: Wood Frame:Double 12 Pane with Low-E EXIST WINDOW SIDE ELEV(DINING) copy 1: Wood Frame:Double 19 Pane with Low-E EXIST WINDOW REAR ELEV(DINING): Wood Frame:Double Pane 19 with Low-E EXIST WINDOW REAR ELEV(DINING) copy 1: Wood 19 Frame:Doubla Pane with Low-E EXIST WINDOW REAR(BEDROOM): Wood Frame:Double Pane 13 ~ Low-E EXIST WINDOW REAR(BEDROOM) copy 1: Wood Frame:Double 13 Pane with Low-E EXIST WINDOW(SL ON FRONT DOOR): Wood Frame:Double 4 Pane v/Rh Low-E EXIST WINDOW(SL ON FRONT DOOR) copy 1: Wood 4 Frame:Double Pane with Low*E EXIST DOOR (FRONT FOYER): Solid 23 EXIST DOOR (REAR, FOYER): Glass 23 EXIST DOOR ( FOYER, TO GARAGE): Solid 23 EXIST FRONT DOOR: So4id 23 EXIST SIDE DOOR TO PORCH: Solid 23 EXIST StDE DINING DOOR: Gless 23 EXIST SIDE DINING DOOR copy 1: Glass 23 Wall of 2nd Floor: Wood Frame, 16" o.c. 1216 TW30310: Wood Frame:Double Pane with Low-E 13 TW30310 copy 1: Wood Frame:Double Pane with Low-E 13 TW30310 copy 2: Wcod Frame:Double Pane with Low-E 13 TW30310 copy 3: Wood Frame:Double Pane with Low-E 13 TW30310 copy 4: Wood Frame:Double Pane with Low-E 13 T~V30310 copy 5: Wood Frame:Double Pane with Low~E 13 TW26310: Wood Frame:Double Pane with Low-E 11 TW26310 copy 1: Wood Frame:Double Pane with Low-E 11 CX14: Wood Frame:Double Pane with Low-E 11 TW24310: Wood Frame:Double Pane with Low-E 10 TW24310 copy 1: Wood Frame:Ooubla Pane with Low-E 10 TW24310 copy 2: Wood Frame:Double Pane with Low-E 10 TW24310 copy 3: Wood Frame:Double Pane with Low-E 10 TW3046: Wood Frame:Double Pane with Low-E 15 TW3046 copy 1: Wood Frame:Double Pane with Low-E 15 Ceiling of Foyer: Flat Ceiling or Scissor Truss 192 Ceiling of 2nd Floor (CATH): Cathedral Ceiling (no attic) 1264 0.330 4 0.330 4 0.330 6 0.330 6 0.330 6 0.330 4 0.330 4 0.330 I 0.330 1 0.170 4 0.330 8 0.170 4 0.170 4 0.170 4 0.330 8 0.330 8 15.0 0.0 80 0,330 4 0,330 4 0.330 4 0.330 4 0.330 4 0.330 4 0.330 4 0.330 4 0.330 4 0.330 3 0.330 3 0.330 3 0.330 3 0.330 5 0.330 5 30.0 0.0 7 0.0 30.0 40 The proposed building represented in this document is consistent with the building, plans, specifications, and other calculations submitted wr, h this permit application. The proposed systems have been desig~et t~e 2.~007 New York Energy Conserva6o~ Construction Code requirements. When a Registered Design Professional has stam s' is page, they are attesting that to the best of his/her knowledge, belief, and p~'ofessional judgment, sudl p~ans or spec~ll~am~ aarerfl~ncr\wito this Code. ) j Name - TRla [ Signaltu~J ~ Date P~ject Title: SINESI RESIDENCE Data filename: O:~005-jobs\05250-Sinesl~Orawings~Sinesi.rck Report date: 03/29/10 Page 2 of 8 GENERAL CONDITIONB Of TNB NORK: P THESE NOTES BHALL APPLY TO TNB GENERAL CONTRACTOR, EACN SUB-CONTRACTOR AND TNE OHNER'S ONN FORCED EAON CONTRACTOR BUALL STUNT AND FAMIUARIZE HIMSELF NITN TNB 5lYE AND NITN ALL TRACES AND ASPECTS OF TNB HORK EAON CONTRACTOR 5~ALL COOPERATE AND COORDINATE NIB HORK NITN TNB NORK OF OTUER CONTRACTORS AND TRADES 2- TNB CONTRACTOR 54ALL INSPECT TNB SITE AND MAKE ALL APPROPRIATE INQUIRES TO DETERMINE CONDITION5 AND FIELD CONSTRUCTION CRITERIA PRIOR TO SUBMIOBION Of BIDS~ AND SNALL MAKE NO ABD]TIONAL CLAIMB REGARDING BITE CONDITION5 TNEREAFTER TNB CONTRACTOR'S AND ONNER'5 AGREEMENT TO ENTER INTO TNB HORK 5MALL SUFFICE AB TNEIR ACCEPTANCE TO TNB TERMS SPECIFIED NEREIN, AND 5MALL BE INCORPORATED INTO ANT AND ALL AGREEMENTB BETNEEN THE OHNER AND TNB CONTRACTOR 3- NOTHING ON TNESE ORAHINGO 5MALL BE CONSTRUED A5 MODIFYING [N ANT NAY TNB CONTRACT BETNEEN THE ONNER AND CONTRACTOR OR THE CONTRACTOR AND 5OB CONTRACTOR5 4- TNB OHNER 5NALL BE RESPONSIBLE FOR ANT ANOMALIES AND/OR IRREGULARITIES DIBOOVERED DURING THE CONSTRUCTION PHASE OF THE PROJECT~ HNION MAY REQUIRE ADDITIONAL MEASURE5 TO BE TAKEN ON TNB PART OF TNB CONTRACTOR~ 5UN-CONTRACTORS, OR TNB 5- ALL NORK LET UNDER TNESE DRANING5 5NALL BE GUARANTEED AGAINST DEFECT5 IN MATERIAL AND NORKMANSqIP FOR A PERIOD OF ONE (!) YEAR FROM TNB DATE OF TNE ACCEPTANCE OF TNE ONNER GRANTING A CERTIEICATE OF OCCUPANCT~ OR TNB ONNER'5 USE OF THE PREMISES BUALL NOT CONSTITUTE ACCEPTANCE OF TNB NORK ~- TNB CONTRACTOR 5MALL ALSO DELIVER ALL MANbh~CTURE5~ NARRANTIES~ GUARANTEES~ OPERATIONAL AND MAINTENANCE MANUAL5 BITE NORK, GRADING ~ND LANDSCAPING I- CONTRACTOR 5qALL:{ROM EFFE~[ED ARRAN OF THE 51TE AND REDISTRIBUTE ALL TOPOBIL UPON COMPLETION OF THE HORK~ PROVIDING FOR FINISqED GRADING:ANO R~ OF TNB LANN A5 DIRECTED BT ME ONNER 2- BACKFILL ~AgL N~ D~ PLACE~ ~AIN5T ~NRATI~ NALL5 UNTIL T~E CONCRETE 15 OF 5UFBCIENT STRENGTH AND UNTIL TNB MALL5 ARE p~(~T ~AOBD T~D ~T~ BT T~E NORIZONTAL FLOR OR BT ABBUUATE TEMPORARY BRACING ~- GRA~ A~ ALL NEN C~STRUCTION BUALL 5LOPE ANAT FROM TNB FOUNDATION MALL AND ~ALL BLEND INTO EXISTrNG GRADES, 4 ALL 51TE DES~ t~LUDING TOP~RAPHT, STORM DRAINAGE, SPECIAL PAVING, ~ND%APING, ~C BUALL BE PROVIDED BT OTHER5 gNLE55 5PffCIFIED HERE~ ;:~ CONTRACIOR 5~ALL PROVIDE FOR ALL DRIVEMAT ~OBIFICATION5 AS REQUIRED ALLONING FOR ACOBOB TO AND FR~ T~E 51TE ALL MEN ~M~S, CURB &~T5 AND PAVING ~UST COMPEX NITfl ALL REQUIREMENT5 FOR THE GOVERNING ~U~ICIPALITT t NTB BUILDING CODE, ~ &~ MIN~ NOTES, I- ALt NEE HINDON5 ~ALL BE PERMA-SHIELD FINISH IN NNITE AS MANUFACTURED BT ANDER~ OR APPROVED EOUAL- FURNI~ED HiT~ ARCHITECT, ANY ANC ALL COSTS RELATED TO TNE ADDITIONAL HORK 5~ALL BE THE BOLE RESPONSIBILITY OF TNB OHNERr INCLUDING TNB ADDITIONAL 5ERVICE5 OF ANT OUTSIDE AGENGIE5~ INCLUDING BUT NOT LIMITED TO 5URVETING~ PILOB~ EXTERMINATION~ BORINGS~ UNDERPINNING~ SITE ORAINAGE~ ADDITIONAL CONSULTATIONS~ SITE VISITS~ CERTIFICATION LE~ER$~ AMENOMENT5~ AS BUILT DRANiNGB~ ETC. EXIOTING 51TE CONDITION5 l- ALL EXISTING EDUIPMENT, UTILITIES, STRUCTURE5 AND OTHER ITEM5 INTERFERING HITN TNB INSTALLATION OF TNE PROPOSED EQUIPMENT AND 5TRUCTORE5 SHALL BE REMOVED AND REPLAOBP AND BUALL BE SUBJECT TO APPROVAL OF TNB ONNER 2- TNB CONTRACTOR 5~ALL DETERMINE ANEVOR VERIFY TNB ACTUAL LOCATION OF ANT AND ALL OTILITIES¢ PIPING ANP RELATED ITEM5 PRIOR TO THE COMMENCEMENT OF NORR fiLL COBT5 INCURRED 5NALL BE THE RE5PONSIBILllff OF TNB CONTRACTOR UNLEOB OTNERNI5E AGREED UPON BT TNB OHNER 3- ALL DIMEN51ON5 AND LOCATION5 A5 INDICATED ON TNB CRANING5 5qALL BE CONSIDERED CORRECT~ BU1 5NALL BE UNDERSTOOD TNAT TNET ARE SUBJECT TO MOBIFIEATION5 AS MAT BE NECESSARY OR DESIRABLE AT TNB TIME OF INSTALLATION TO MEET UNFORESEEN OR ANT OTHER CONDITION5 4- DO NOT 5CALE ORANINGS. HRITTEN DIMENSIONS 5UPER5EDE SCALED DIMEN51ON5 AND ARE SUBJECT TO REVISION5 A5 PER AC[UAL FIELD CONDITION5 TNB CONTRACTOR 5NAIL VERIFY ALL DIMENSION5 AND CONDITIONS NERDN 5NONN, AND ALL DISCREPANCIES ARE TO BE BRQU~T TO THE ARCNITECT%/REPRE5 AI~'ENTION BEFORE COMMENCING NITN TNB NORK 5- IF IN TNB COURSE OF CONSTRUCTION A CONDITION EXIST5 NNION DISAGREE5 NITN TNAT A5 INDICATED ON THESE PLANS¢ THE CONTRACTOR 5~ALL 5TOP ALL HORK ANN NOTIFY TNB ARCHITECT 50 AB TO ALLEVIATE SUCH CONFLICT NITHOUT BURDEN TO THE ')HNER. SHOULD NE FAIL TO FBULON TNB PROCEDURE AND CONTINUE NITH TNB HORK, HE BUALL ASSUME ALL RESPONSIBLITT AND LIABILI'T ARISING PNERE FROM ~- TNB CONTRACTOR 5NALL ONECK AND VERIFY LOCATION OF ANT EXISTING OVERHEAD OR UNDERGROUND ELECTRICAL OR OTNER HAZARDOUS UTILITY LINE5 AND TO ARRANGE FOR THEIR SAFE RELOCATION. PROCEDURES, OR FOR SAFETY PRECAUTION5 AND PROGRAMS THE CONTRACTOR 54Ab[:.~E RESP~,!~LE F~ ADEQUATBL¥ BRACING A~,~ INSECT BOREEN5, GRILLS, JAMB EXTENSIONS, TRIM, ETC, NITN 5/8" INSULATED GLA5S UNLESS OTNERNISE AGREED TO PROTECTING ALL NORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLEAPSE> :DJBTORTI~ AND MISALIGL$iENT ~CO~DING TO :' 2- ALL EXTERIOR DOBR5 NITNBUT GLAZING ~ALL HAVE PEEP NOLE5 INSTALLED. APPLICABLE CODE5 3 TNB ARCNITECT NAS NOT BEEN RE~AINED ON THIS PROJECT FOR ~IDDING AND/OR TNB NE~t)TIATION AND ABMINiS~ATION OF TNB CONTRACT5 FOR CONSTRUCTION OF TNI5 PROJECT 4- TNB ARCNITECT 15 NOT RETAINED FOR SITE INSPECTION.8, AND/OR OBSERVATION Of TNB CONSTRU~JON 5- NO REQOB5T FROM ANT PARTY FOR INFORMATION REGA:~G CLA55IFICATION AMPLIFICATION OR E[~N&TION OF TN~ ~'~ANING5 OR NOTATION, OR REQUEST FOR PERMI551ON TO VARY ~ DEVIATE F~':~q!TNE REQUIREMENT5 OF THESE DRANiNGS OR NOTATION5, HILL BE ENTERTAINED BY TNB ARCNITECT, UNLE55 TNEY ARE :~T FORTN N~%NG AND ADORE55ED TO TNE:ONNER: J~ :%~E ONNER REFER5 TNESE REQUEST5 TO TNB ARCNITECT, TNB Af~CT HILL NIT~ REACHABLE PR~5 C~51DER ~ MA~ER AND RESPOND IN TEM~RT PROTECTI~ ~D 5~URE5 I- TNB COT~CTOR ~ALb:~ RESPONSIBLE FOR TE~ORANT ~bf~TRIC, ~ATOB¢ TOI[$~ [A¢ILITIE5 FENCING, BARRICADES, 5EQURI~, AND ~AT, HI~ OR OT~ER;~FORESEEN ~F~L[~ THAT MAT BE ENCOUNTERED IN PERFORMING THE N~K TO BE DONE UNDER NIB CONTRACT 7- THE CONTRACTOR 5HALL BE NELD TO NAVE VERIFIED DIMENSION5 ANP CONDITION5 AT TNB BUILDING NO LATER CLAIM5 HILL BE CONSIDERED FOR LABOR~ EQUIPMENT OR MATERIALS RE(~UIRED OR FOR DIFFICULTIES ENCOUNTERED BECAUSE OF LACK OF INFORMATION, L,~{( 5UB-~..~:~RACTOR TO 50 PROTECT HI5 NORK OR f'~EI{IAL5 5HALL BE PROMPTLY REMOVED AND REPLACED BT THE CONTRACTOR. ':' TNB ~}$!I:~ACTOR 5NAC:[: :CO'JBUCT ALL HORK ~N BUCN A MANNER 50 TO NOT IMPAIR TNB STRUCTURAL INTEGRITY OR STABILITY OF OF SITE INSPECTION$ OR IMPROPER EVALUATION OF TNE NORK INVOLVED B- CONTRACTOR MUST VERET HITN NIB LIOBN5OB ELECTRICIAN IF AN UPGRADE OR ELECTRICAL OBRVICE IS REQUIRED FOR TNI5 PR~'JE~T q CONTRACTOR TO VERIFY LOCATION5 OF MASTS, METERS, 5OB~PANEL5, ETC FOR RELOCATION A5 REQUIRED FC~ ~J)E P~JECT CONTRACTOR MU5T ALSO NOTIET TNB ARONITECT OF LOCATIONS IF NOT BUDHN ON PLAN5 : ::: CONTRAOTOR'5 RESPONBIBILITIE5 FOR COORDINATION AND NORKMANSaIP I- TNB CONTRACTOR 5NALL COORDINATE BONEDULING OF OUB-OONTRACTOR5 AND OTNER CONTRACT5 A,,i~ 5NAIL PROVIOP E.'/~T POSSIBLE COOPERATIVE EFFORT TO COORDINATE COMPLETION OF ALL NORK TNB GENERAL CONTRACTOR SNAIL COf~RLETE A COMPR~ENSIVE 5CNEBULE FOR ALL HORK PERTAINING TO ALL CONTRACT5 AND 5HALL BUBMIT TNE SAME TO TNB ONNER i~ ~CEPTABLE FORMAR :~0~ REVIEN NELL IN ADVANCE OF /40RK COMMENCEMENT. "f~)JACENT STRUCTURES, ~d.~NT OR UTILITIES. SHOULD DAMAGE OCCUR A5 A RESULT OF TNB NORK, TNB CONTRACTOR 5NALL REPAIR REPLACE 5AID DAMAGE9 ITE~,5 T~r Z~E 5ATISFACTION OF TNB OHNER, AND AT TNB CONTRACTOR5 EXPEN5E THE CONTRACTOR 5HALL ~EAR ANY ;{D~':ALL COBT5 AS5OCIATB~ NITH NORK DIBOONTIBUATION, ENGINEERING CONSULTATION, MATERIAL5 TESTING, REPAIR AND ALL MI~BOUS RELATED ITEM5 T~ ~TRAC~¢[~ ~NALL Ji~'RACE~ 5NORE~ REINFORCE AND/OR UNDERPIN ALL 5TRUCTURE5~ INCLUDING NEIGHBORING BTRUOTURES~ AB 2- TNB CONTRACTOR S4ALL COORDINATE CONSTRUCTION ACTIVITIES NITN TNB ONNER TO MINIMIZE INTERRUP~fl~ TO NOR~::DNNER 5CAFFOLDS, STAGING, PLATFORMS, RUNHATS, NOISY5, LADDERS, CUUTES, TEMPORARY FLOORING, GUARD5, RAILINGS, 5~AFT FIAT PROTECTIONS~ ETC.~ FOR TNB PROTECTION OF HORKMEN AND TO THE PUBLIC 54ALL BE PROVIDED¢ EREOTED~ AND MAINTAINED IN OPERATION5 3- EAON CONTRACTOR 5HALL BE RESPONSIBLE FOR CUTTING, FITZING AND PATCNING OF NIB HORK TNAT MAT B~ ~{E~U'I'RED TCi ~'~PLETE ACCORDANCE HITN T~E REQUIREMENT5 OF ALL NEN YORK STATE COPES, AND ALL OTNER LANS~ RULES~ OR ORDINANGE5 OF ALL TNE HORK OF NIB CONTRACT NO CONTRACTOR SNALL ENDANGER ANT NORK OF ANT OTNER CONTRACTOR BT ~VA~!~G~ CUTTIng/~ OTNERNISE ALTERING ANT OF ANT OTHER CONTRACTOR5 NORK~ AND NO CONTRACTOR BUALL DO 50 NIT'OUT P~ NRITTEN ~ONS~T OF TNB ONNER ANT COBT5 CAUOBD BT DEFECTIVE OR ILL-TIMED HORK 5~ALL BE BORNE BT THE PA~TT RESPONSIBL~ ~NEREFORE N- CONTRACTOR5 OR 5OB-CONTRACTOR5 NNOBE NORK AND INSTALLATION5 REQUIRE SLEEVES, NA~ NOBRTS, B~%~,: ANCRORS, ETC, TO BE BUILT INTO TNE NORK OF OTHER CONTRACTOR5 5MALL INSTALL OR PROVIDE THESE ITEM~ TO T~g.~ROPRIATE C~TRACTOR NNO 5ET TNESE TO NORK IN TNB LOCATIONS ESTABLISHED BT TNB CONTRACTOR NNO REQUIRE5 TPE~E ITE~ TNESE ITEM5 5MALL BE PROVIDED AND THEIR LOCATION5 COORDINATED SUFFICIENTLY IN ADVANCE, 50 A5 NOT TO DELAy THE PR~E55 OF A JOB AB A HNQUE ALL BUCN ITEM5 5NALL BE INCORPORATED 50 TNET NILL MEET TNB CORRECT PN~ICAL ELEVATIONS OF FE~S AT EACH LEVEL TNET 5NALL BE 5BUURED INTO TNB FRAMENORK FOR CONCRETE 50 AB TO MAINTA}N TU~I~ ~ ~TION AN~ POBITION DURING TNB PLACING OF CONCRETE AND REMOVAL OF FORMHORK 5- TNB CONTRACTOR5 5NALL MAKE TIMELY 5UBMIOBION5 TO TNB OHNER OF TNB VARIQU5 ITEM5 AND ADEQUATE TIME FOR REVIEH, POSBIBLE CORRECTION, PO55~B~[ RE~UBMI551ON, ANB:~R APPROVAL OF 5UBMI551ON5 N[TNOUT OBEATING TNB PROGRE55 OF TNB ENTIRE PROJECT OR ANT PNASE Of THE (~ ANY MATERIAL5 OR HORKMANSNIP FOUND AT TNB TIME TO BE DEFECTIYB 59ALL BE REMEDIED AT ONCE, REGARDLE55 OF PREVIOUS INSPECTION. TNB INBPECTION OF TNE NOBK IS INTENDE[~ '~0 ~JD TNB CONTRA~:T/9~ IN APPLYING LABOR AND MATERIALS TO AND IN ACCORDANCE H[TN TNB 5PECIFICATIONS, BUT 5UON ~NSPECTIO~I:~LL NOT OPERATE TO RELEASE TNB CONTRACPOR FROM ANY OF NIB CONTRACTUAL OBLIGATIONS % ALL NEH MATERIAL5 AND INSTALLATION5 5~ALL: ~'!N AOOO~;ANOB NITN MFG LATEST PRINTED SPECIFICATION5 AND HITN ALL GOVERNING CODE REQUIREMENT5 ' &- ALL MATERIAL5 ~ALL BE NEH~ A5 CALLED FOR IN ?~ ~O~HINOB, AND TNE BEST OF THEIR RESPECTIVE KINDG TNB CONTRACTOR HITNOUT HRITTEN APPROVAL OF TNB ARCNITBUT 5NALL MAKE NO SUBSTITUTIONS FOR PORTION5 OF TNB HORK NOT 5GO~N IN DETAIL BUT HNICN ARE S40HN GENRRALLY~ OR FOR REA5ORABLE INFERABLE AS BEING REBUIRED FOR A PROPER AND COMPLETE IN5TALLATION~ THE MATERIAL~ METNOBS~ AND NORKMANSNIP 5NALL CONFORM~ AB A MINIMUM~ TO TNE TYPICAL OR REPRESENTATIVE DETAIL TNROUGNOUT TNB CORRESPONDING PARTS OF TNB BUILDING q- NO MATERIAL5 OF ANY KIND 5NALL BE USED UPON TNB NORK UNTIL IT NAB BEEN IN5PECTED AND ACCEPTED BT ~NE ON.NER ALL MATERIALS REJECTED SHALL BE IMMEDIATELY REMOVED FROM TNB HORK AND NOT AGAIN OFFERED FOR INSPECTION I0- ALL NORK BUALL BE EXECUTED IN A NORKMANLIKE MANNER AND ALL MECNANIOB 5NALL BE SKILLED IN TNEIR TRADE GOVERNMENTAL AGENCIES HAVING JURIOBICTION DURING CONSTRUCTION &-TNE CONTRACTOR 5NAIL PROVIDE~ ERECT~ MAINTAIN THOSE ITEM5 REQUIRED FOR USE~ OBTAINING ALL NECESSARY PERMITS~ INSPECTION5 AND APPROVAL5~ AND R~MOVE TNOBE ITBM5 NHICN NAVE SERVED TNEIR PURPOBE AND NNEN DIRECTED BY TNB C~NER~ UNLE55 OTNERNIOB STIPULATED BT TNB ONNER DEMOLITION NOTES~ I TNB CONTRACTOR 5~ALL ABOERTAIN THAT TNB AREA OF DEMOLITION NAB BEEN CLEARED OF ALL FURNITURE AND MOVABLE EQUIPMENT IN ORDER TO ALLON BUR DEMOLITION TO PROCEED TNB CONTRACTOR 5NAIL NGTIFT TNB OHNER IMMEDIATELY OF ANT BUCN CONDITION5 PREVENTING NIB PROCEEDING NITN TNB DEMOLITION ?- ALL ELECTRICAL NION OR LON VOLTAGE CONDUITS~ NIRE5~ IN5TRUMENT5 AND EQUIPMENT ADJACENT TO OR CONTAINED HITNIN PARTITION5 TO BE REMOVED BACK TO TNB NEXT PANEL BOARD AND SHUTDOWN NO CIRCUITS~ NLRB5 OR EQUIPMENT 5qALL REMAIN OPEN OR LIVE, 3- DEMOLITION INGLUDE5 COMPLETE REMOVAL AND DISPOBAL OF ALL ITEMS FROM 51TE, EXCEPT ITEM5 DESIGNATED TO BE REMOVED AND RETURNED TO TNB ONNER FOR RE USE. MATERIALS OR ITEMS 5UCN A5 DOORS AND FRAMES, GLA55 AND LIONTING FIXTURE5 DESIONATED ON ORAHINOB TO REMAIN THE PROPERTY OF THE ONNER SNALL BE REMOVEP HITN CARE AND 5TORED IN A LOCATION ON TNB SITE TO BE DESIGNATED BT TNB ONNER 4- CONTRACTOR 5NALL OBTAIN ALL PERMrT5 FOR ALL HORK, INCLUDING PERMIT5 FOR TRANSPORTING AND DISPOSAL OF DEBRIS AND OTNER5 AB REQUIRED BT AUTNORITIE5 hAVING JURISC[CTION INCLUDING ANT UAEARDOOB MATERIAL5 THAT MAT BE DIBOOVERED 5- CONTRACTOR 15 REQUIRED TO NOTIFY OHNER5 Of ANT AND ALL REQUIREP U;ILITT 5BUTOONN5 HITNIN THREE DAY5 PRIOR TO TIME REQUIRED TO BE ~UTDGNN 6- TNB CONTRACTOR 5HALL PROVIDE AND MAINTAIN ALL NECESBAIRT 5AFEGEARD5 5UON AB GUARDRAILS~ BARRICADES~ COVERING~ ETC.~ TO PROTECT TNB HORKMAN AND PUBLIC FROM ANT FORM OF BODILY INJURY. ' 7~ PROVIDE AND MAINTAIN NECEOBART COVERINGO AND BOARDING TO PROTECT EXISTING NORK AND FINISHES TO REMAIN. UPON COMPLETION, REMOVE ALL PROTECTION AND CLEAN BONN ALL SURFACE5 AND LEAVE ALL CONSTRUOTf~ ~. A C~AN, ORDERLY CONDITIONq BUST 5hALL BE KEPT AT A MINIMUM NITN PROTECTIVE COVERING REQUIRED OVER EXISTING FINISqE5 (C~la~ET, ~£.) TO BE PROVIDED B- TNB CONTRACTOR 5HALL BE NELD RESPONSIBLE FOR ANT DAMAGE CAOBED BT IMPROPER 'PRO'~.~CTION '~-5~ALL MAKE ALL REPAt~:'5 HITHOUT COBT TO TNB OHNER ~ ALL REMOVAL5 BUALL BE NEATLY AND SAFELY DONE, CAUSING NO DAMAGE TO HORK %.0 REMAIN:::'~EBRI5 A~D ~OBBISbESNA~L NOT ~ 7- FOR ROOF5 PITCHED BETNEEN H2 AND 3.12~ NEN ROOFING 5~ALL BE ROLLED ROOFING HITN AN ICE AND NATER 5qlELD UNDERLATMENT HITNIN 2LO" (PROJECTED NORIZONTALLT) FORM TNB INTERIOR 51DE5 OF EXTERIOR NAIL5 BELON~ FOR ALL ROOF OvERNANG5 B- FOR ROBF5 BELON 112 BUILT UP ROOFING SNALL BE A 20 YEAR JOHNS MANVILLE ROOFING 5T5TEM~ CONSISTING OF I LATER OF NRGII 150, I LATER OF CTNABASE 5ET IN MBRC~, AND I LATER OF D~AKAP 5ET IN MBRCM q- NEN NORK ~ALL TIE IN AND ~P ~ A5 TO PREVENT LEA~GE ACCORDING TO ACCEPT~LE BUILDING PRACTIOB5 ADDRESSED IN NTB RESIDENTIAL BUILDING COPE lO- ALL EXTERIOR NAILING ~ALL BE ALUMINUM OR GALVANIZED 12~ INSTALL 5HIM5 TO PROVIDE R~F PITON UNDER BUEATHING AND PERPENDICULAR TO THE R~F JOIST5 TO PR~IDE BOR R~F VENTING B- ALL INTERIOR LEADER5 ARE TO hAVE I/2" FOAM 5~ND IN5ULATION OVER PVC PIPING (R~ I& CONT~CTOR ~ALL PROVIDE GUTTER5 AND LEADER5 AB REQUIRED AND ~ALL CONNECT T~EM TO TNB APPROVED STORM NAT~ ORAl,AGE 5T$TEM. I TRIM, MOLDINGS, CASINGS, NIND~ FRAMES, ETC 5~ALL MATC~ EXISTING UNLE55 OT~ERNISE NOTED ON ORANING5, PAINT OR STAIN AS 2- CONTRACT~ 5~ALL PROVIDE N~D 5TE~ TO G~OB(UNLE55 OT~ERHISE NOTED) NUMBER OF STEP5 REQUIRED TO BE DETERMINED ~N FIELD. ALL DECK LUMBER TO BE ACQ(ARSENIC FREE PRE55URE TREATED LUMBER) 3- ALL ~TERIOR N~D FENCE AND DECKING MATERIALS TO BE MATER SEALED 4~ CONTRACTOR 5MALL 5~L AND / OR PRIM~ ALL ~R5 IMMEDIATELY UPON INSTALLATION TO AVOID HARPING 5- ALL GL~[N~ AND SKYLIGHT5 ~ALL BE IN ACCORDANCE NIT~ TNB NTB RESIDENTIAL BUILDING ~DE FOR IMPACT RESISTANGES. ~- ALL GTPBUM ~ARD NALL5 AND CEILING5 ~ALL BE TAPED AND SANDED NITN A MIN OF 3 COAT5 OF SPACKLEr PRIMED AND READY FOR MALL FINIS~ING~ A5 PER ONNER 7- T~E ONNER 5~ALL 5ELECT ALL COL~S FOR APPLIANGES~ PAINT~ TILE~ CABINETRT~ E~ERIOR PAINTING~ COUNTER TOB5r AND KITONEN CABINETRY 6- CARPETING ~ALL BE FURNISHED AND INSTALLED AT T~E ONNER5 EXPENOB UNLE55 OT~ERNIOB ANAROBP IN THE CONTRACT II- NATERPR~F ALL BA~ FLOR AND PROVIDE COVE BABE A5 PER NY5 RESIDENTIAL BUILDING CODE N PROVIDE NEEP~ ~ ~' 0" OC ~ ~ORALL ~INFORC~D ~ I~" O.& VERtiCALLY. 4 ~ION J0]~5 ~ 30'-¢ O~ VERTICALET (MAX.) AND AT INTERSECTION5 (REV ~03~ ELEC~R~ NATIONAL ELECTRICAL CODE~ G~ERNING MUMC~PALI~ AND NFPA 72 II- ITEM5 5NONN ON PLAN5 BUT NOT SPECIFICALLY STATED IN THE SPECIFICATIONS ANP/OR VICE VER5A BqALL BE CONSIDERED TO BE INCLUDED IN TNB CONTRACT CODE COMPLIANCE I- ALL CONTRACTOR5 AND 5OB-CONTRACTOR5 5~ALL BUILD IN COMPLIANCE NITN ANY AND ALL APPLICABLE NTB RESIDENTIAL BUILDING CODES AS NELL A5 TNB RE~JIREMENT5 OF LOCAL AGENCIES TNESE RESPON51BILITIE5 INCLUDE BUT ARE NOT LIMITED TO MATERIALS~ EQUIPMENT~ APPLICATION5 / INSTALLATION5~ TNB PROPER SEQUENCE OF TRADE5 AND PHABE5 OF CON5TRUCTION~ FILING PROCEDORE5~ ANN GENERAL ACCEPTABLE BUILOING PRACTICE5 OUTLINED BT TNESE COBB5 TNESE REQUIREMENT5 SNALL PERTAIN TO TNB PROPERTY ADORBUSED NEREIN AS NELL A5 ANT NEIGqBORING PROPERTIES TNAT MAT BE AFFECTED BT IT'5 ALTERATION, BE IT KNONN ThAT ALL NOTE5 AND SPECIFICATION5 5NGNN NEREIN, HNICN MANE REFEPFNFE TO 5AID RESPONSIBILITIES, ARE RECOMMENDATION5 OF TNI5 OFFICE AND ARE SUBJECT TO CHANGE A5 PER ANY GOVERNING AGENCIES AND REPRESENTATIVE5 THEREOF ANT DIBOREPANCIEB HNICN MAT ARISE BETNEEN TNESE DRA~INGO AND 5AID REOBIREMENT5 5MALL BE BROUC~T TO TNB ARBUITECT'5/REPRE5/REPRES, ATTENTION BEFORE TNB COMMENCEMENT OF HONK IN QUESTION 2- EACN CONTRACTOR 5MALL COMpET ~ITH THE REQUIREMENT5 OF TNB FIRE CODE OF NEH YORK 5TATE~ NEH YORK STATE ENERGY CONSERVATION CODE~ FEDERAL 0 5H A~ AND ALL OF TNB LOCAL GOVERNMENT AGENGIE5 NAVING JURISDETION~ INSOFAR A5 APPLICABLE TO NIB PORTION OF TNB HONK B- NO NOTE OR DETAIL OR LACK TU2RE~ SNALL BE CONSTRUED A5 RELIEVING THE CONTRACTOR FROM AN EXECUTION OF ALL NORK IN ACCORDANCE HITN ALL STATE AND LOCAL COBB5 PERMITS, ~NSPECTION5 AND APPROVAL5 ALLONED TO AEONMULATE AND 5NALL BE PROMPTLY DISPOSED OF LEGALLY IQ- MAINTAIN EXISTING OTILITIEB INDICATED TB REMAIN, KEEP IN !SERVICE AND PROTECT ~T DAMagE BURINC~ [~OLITIO~ OOERATION~ :: 2 PROVIDF 5EPAB~TE ORCUIT5 FOR ALL APPLIANOES, AMPERAGES BASED ON MANUFACTURED BPECIFICATIONO :-: 3 DON O~ACTOR 15 TO VERIFY NllN TNB Or. NEEr IF THE ONNER HILL BE PURCNASING APPLIANOB5 AND HAVING THEM INSTALLED BY OTHERS PRIOR TO EXCAVATION5 AND 5UBSURFAOB 5OIL CONDITION5 ]: ,: ':, 5UBMIOBNG ABD ON TNB PROJECT I CONTRACTOR 5hALL 5TRIP ALL TOPSOIL FROM EFFECTED AREA!5 OF TNB 5ITC AND 5AVE FOR REDISTRIBUTION TNB COlOr'ACTOR 5HALL 4 CONTRACTOR 5NALL INSTALL~ AS PER OHNER5 DIRECTION~ ANT AND ALL INTEROOM~ ALARM, TUERMOSTAT~ TELEPhONE ANP/OB TV ANTENNA NIRING ' - IN HALL5 PRIOR TO 5qEETRQUKING ALL HIRING 5HALL BE BOARD OF FIRE UNDERNRITER5 APPROVED THEN REMOVE ALL EXCESS EARTH FROM THE 5lYE ': ' "' - AND INCLUDE THE FOLLONING: DRTHELLS~ SEPTIC 5TSTEMS~ AND ANY OTHER EACIU-Ttf~5. EIXTURE5 AND LABELING OF CIRCUIT BREAKERS TO INDICATE CIRCUIT USE 3 ALL EXIOTING FILL, ROOT5 AND OTNER UNSULTA~LE BEARING MATERI~[~ SRALL BE RE~VED AND FOOTING5 CARR{~ TO TNE BOTTOM OF B) FURNIEN NFBJ CERTIFICATE AT COMPLETION OF NORK SUCH EXCAVATION -' ' 5 5MOKE ALARM5 SaALL BE INSTALLED IN EACH 5LEEPINO ROOM, OUTSIDE EAON SEPARATE 5LEEPING AREA IN TNB IMMEDIATE VICINITY OF TNB 4 ALL FOOTING5 BUALL BEAR ON VIRGIN 5~tt: NA~I~ A MINIMUM BEARING CAPACi~:Q~ TN~ (2) TON5 PER SGOARE FOOT CONTRACTOR TO BEDROOMS, AND ON EARN AOBITIONAL 5TORY OF THE PNELLING, INCLUDING BASEMENTS AND ATTACHED GARAGES, BUT NOT INGLUD~NG CRANL 5PAOB5 VERIET ASBUMED SOIL~BEARING CAPACITY AND 5HALE ~ME EU'LL RESPONSIBILITY :FZ~z 5A~E ~rRACTOR TO NOTIFY THE ARCHITECT AND UNIUABITABLE ATTIC5 BMONE ALARM5 5qALL BE INTERCONNECTED IN BUCN A MANNER TNAT TNB ACTUATION OF ONE ALARM NILL NILL ACTIVATE .. :. .. ACTUATION OF ONE ALARM NILL NILL ACTIVATE ALL 0'- THE ALARM5 IN TNE INPlVQUAL UNIT TNB ALARM S4ALL BE CLEARLY AUDIBLE IN ALL CONCRETE (: FOb~:IDA~!ON I'~q"Es: : :. -' BEDROOM5 OVER BACKGROUND NOISE LEVEL5 NITN ALL INTERVENING DOOR5 CL05ED ONE CENTRALIZED ALARM BORN FOR ALL CARBON MONOXIDE I- PERFORM REQL~11~P' AL"rE~ATtON5 ~0 EXI5TING CONCRETE. NEll! NORK N~'~LED ADJACENT TO AND CONNECTING HITH PRESENT NORK DETBOTOR5 15 PROqBITEP ON PROJECT I UNLESS OTNERNISE AGREED UPON BETNEEN TNB ARCHITECT AND TNE ONNER, TNB ONNER BUALL PAT FOR AND TNE CONTRACTOR 5NALL AS ~E~UIR~D~ ' - 2~ TNB CONTRZ, CTOR 5NALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, CERTIFICATE5 OF OOCUPANET, INSPECTION APPROVALS, ETC FOR EXCEED ~ ~LOPE OF ONE VERTICAL TO TNO NO~}~L OR DEPENDENT UPON LOCAL GOVERNING COOBS, HNICNEVER 15 PREVALENT B PROVIDE ONE OUTLET IN EACU ROOM A MINIMUM OF ~ -0 FROM THE ENTRANCE TO THAT ROOM ~- CONC~[ FOUNDATION5 5aALL BE POURED CON~LISLT. IF POUR IS INTERRUPTED A VERTICAL KEV 5NALL BE PROVIDED. q PROVIDE A MINIMUM OF ONE GFCI ONTLET HITNIN 3' 0" OF ANT 5INK AND A MINIMUM OF ONE IN EVERY BATHROOM UNLE55 OTNERNISE 5PECIFIEB NORK PERFORMED FROM AGENCIE~ NAVING JURISDICTION TNEREOF I0 CONTRACTOR MUST VERI~ NITU NIB LICENSED ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE 15 REQUIRED FOR TNIS PROJECT PRIOR TO 3- TNB CONTRACTOR 5NALL HAVE A COMPETENT REPRESENTATIVE OR 7OBEMAN PRESENT, NNO 5NALL POLLON NITNGUT DELAY ALL AO~ZONTAC ~INT5 ARF NOT ~ERMrTTEB :: SUBMI~ING A BID INSTRUCTION5 OF TNB ONNER OR NIB/HER AB515TANT5 IN THE PR05ECUTDN AND COMPLETION OF TNB HORK IN CONFORMr~Y NITN 7NIB 4L f~ONTRA~OR SNALL VERtF'K.[~NSION5 AND LOCATIONS OF 5LLOTS, PIPE SLEEVES, INSERTS, ANCHOR BOLTS, ELECTRIC CONDUITS, ETC t~ CONTRACTOR TO VERIFY LOCATION5 OF MASTB, METERS, 5UB-PANELB, ~TC. FOR RELOCATION AS REONIRED EOR TNB PROJECT CONTRACTOe MUST CONTRACT, AND 5NAIL NAVE FULL AUTNORITT TO BUPPLT LABOR AND MATERIAL5 IMMEDIATELY TNB CONTRACTOR 54ALL ~TX) NAV~ 4 A5 '¢EQUIRED FOR TRABE5 BEFO~. ~¢~IG CONCRETE ALBO NOTIFY TNE ARQUITECT OF LOCATION5 IF NOT SaONN ON PLANS, PRIOR TO COMMENCEMENT OR NORK t BIDDING COMPETENT REPRESENTATIVE AVAILABLE TO RECEIVE TELEPNONE MESSAGE5 AND PROVIDE A REASONABLE REPLY A5 gtooN A~ POBSIBLE, 5 A CONCRETE BI.CDR FBUNDATION. ~,~f$ ~NALL BE ACCEPTED IN~ LIEU OF POURED CONGRETE HNERE PERMITTED BT LOCAL COBES. BUT NOT LATER TNAN 24 HOOR5 ' ~ EOR ORAkL ~'~CES, BASE~I~NT5 A~i) CELLARS, ANCNOR BOLT5 5NALL BE 5/B" PlA NiTN MINIMUM EMBEDDMENT OF lB" FOR MASONRY FIREPLACE NOTES, 4- TNB CONTRACTOR ONALL, AT ALL TIMES, PROVIDE OONSTANT AND EAST ACOBOB AND 5AFC PROPER FACILJld~.5. FO~{ ~;f~,E ~NSPE~TD~ HALL5 A:'D~ FOR ErtL. tROD CONCBETE HALL5 THERE 5HALL BE A MINIMUM OF TNO BOLT5 PER 5ILL, MAX ONE FOOT FROM CORNER5 AND OF ALL PART5 OE TNB NORK ::- (/ FROM E~ C:O~IDITi~I' AND 5PACED TNEREAFTER A MAX 4B" 0 C FOR 5INGLE 5TORY STRUCTURE5 AND 3LO" 0 C FOR TNO STORY CLOsEpl FIREPLACEpOSiTioNCONSTROCTION 5HALL COMPLY NITN SECTION 7Gl3 5P OF N.T. STATE ECOC, NITN A MAXIMUM OF 20 CFM AiR INEILTRATION LOOSE5 NITN pAMPER IN 5 TNB CONTRACTOR 5~ALL POBT TNB PERMIT ON TNB JOB 5ITC A5 PER BUILDING CODE REQUIREMEN.TS'!~ AN CONSPICUOUS p.B~CE STRUCTORE5 ,~N923" C~C FOR THREE 5TORT STRUCTURE5 NOTE TNAT TNO 5TORT 5TRUCTORE5 HITN ROOF 5LOPE5 EQUAL TO OR E FIREPLACE UNIT SNAIL BE PROVIDED NITN 150 CFM OUTSIDE AIR INTAKE DUCT (PAMPERED) G~EATER TNAN :~.~:.'~qALL BE OONSIDERED TNREE 5TOR[E5 ~ FIREPLACE TO BE SUPERIOR MOBEL NITN OPTIONAL GLASS DOOR ASSEMBLY AND OUT51DE COMBUSTION KIT INCLUDED . 7- EOR 5LAB5 0~ GRABE AND LOCATION5 NNERE THE EXTERIOR ~ALL PLATE BEARS DIRECTLY ON THE FOUNDATION HALL, ANCNOR DOLT5 4 FIREPLACE 54ALL BE INSTALLEP A5 PER MANUFACTURER5 NRITTEN 5PECIFIEATION5 OF lB. THERE 5~ALL BE A MINIMUM OF TNO BOLT5 PER 51LL~ MAX. ONE FOOT FROM PAYMENT5 TO TNB CONTRACTOR '" 5JAILBE 5/B" PlA. NITN MINIMUM EMBEDMENT " 5 PROVIDE METAL ~LL 5~IELOB ON BOTN SIDE50E FIREPLACE OPENING (SUPERIOR N540 OR EQUAL) 5- BEFORE ANY PAYMENT HILL BE MADE BT TNB ONNER, TNB CONTRACTOR 5MALL DELIVER TO TNB ONNER ANT' ~IV~R OR RELEASE5 Of CORNER5 AND 6 FROM END CONDITIONS, ANO 5PACED TNEREAETER A MAX 33" 0 C 6 ONIMNET OUTLET5 5qALL NOT BE LO~ER TUAN TNB TOR OF ANY NINBO~ NITBIN IELO' OR LES5 THAN 2LO'' ABOVE ANT COMOUSTIBLE PART OF THE ROOF hNITNIN ANT LIEN5 ARISING OUT OF NIB CONTRACT FOR HORK COMPLETED A5 OF TNB DATE OF TNB REQUEST FOR pAYMENT ] ']'] B- PROVIDE CONTINUOUS METAL TERMITE 541ELD HITN ALL JOINT!5 SEALED ALONG PERIMETER NALL5 AND 5alELDED TERMITE COLLAR5 AT IO'-O" (REV. ~- TNB CONTRACTOR ~ALL ALBU FURNIBU EV PENCE 5ATI5FACTORT TO TNB ONNER TNAT ALL PAYROLLS, BILL5 FOR Liar MA'~.i&L5 ~dMBING PIPE5 IN ORAHL 5PACE5 UNLEOB OTNERN]SE NOTED AND EQUIPMENT, AND OTHER INDEBTEDNE55 CONNECTED NITN HI5 NORK FOR NNICN TNB ONNER OR NIB PROPERTY( ~IGNT !I.J ANY HAt< ~. q- MINIMUM COMPRESSIVE STRENGTH Of CONCRETE AT 28 DAT5 1To BE AB FOLLON.5: RE5PONSIBLE~ NAVE BEEN PNrD 9R OTNERHISE SATISFIED. :: A) FOBTINGS~ PIERS, FOUNDATION NALLS' PIG = 3~0~00 P 5.1. STONE CONOBETE. ' B) 5LAB ON GROUND F~C ~- 2~500 P.51 CONCRETE. INBURANCE ANO HARRANTIE5 ' C) 5UPER5TRUCTURE~ 5CAB. PC; 3~000 P 51 CON(SRETE. PEACN CONTRACTOR AND BUN-CONTRACTOR 54ALL SUBMIT PROOF OF INSURANOB NITN A COMPAN~ ii~P, ED BT THE 5~.T£ OF NEH YORK HAVING COVERAGE FOR TNE TYPE5 OF HORK SPECIFIED NITNIN TNI5 BID PACKAGE IN THE AMQUN'ZB ANL~ ~El~IOB5 5ATISFACI~ORY TO TNB ONNER THE pROOF OF IN5ORANCE ~ALL BE AB FOLLOW5 COMMERCIAL GENERAL LIABILIT~g~ COI~TRACTI~ ]PERSONAL IN'JURT~ E) CONCRETE TO BE 5 TO 7% AIR-ENTRAINED~PER ~ 402 2 OF RCNTC AUTOMOBILE LIABILITT~ MEDICAL PAYMENT5 AND UMBRELLA LIABILITY FAILURE TO 5LIBMI1 OBRTIFI~ATE OB t~':~ANCE MAT CAUSE YOUR lO- ANTPH'~ORO 5NALL BE ADDED IF FOURING TAKE5 PLACE AT 3/2 DEGREE5 F OR LES5 BID TO BE Df~UALIFIEB ' II- CONCRETE' NORK INCLUDED 2 OTSTER BAT DRAFTING AND TNB ONNER 5~ALL BE AMONG TNB NAMED INBOBD ~°L£~'~ ~IFICATEB '~ALL BE PROVIDED TO ALL A) ALL FOOTING5, FOUNDATION5, STEPS, PLATFORMIS, ETC, A5 PER ORAHINGS. PARTIES PRIOR TO TNB COMMENCEMENT OF ANT NORK : B) ALL CONCRETE 5LABO 3- TNB CONTRACTOR, IT'5 AGENTS, SERVANT5 AND EMPLOYEE5 5qALL JNDEMNIEY AND NOL~ NARMLEB5 TNB ONNER AND TNB ARCHITECT C) ALL OTNER NORK A5 REQUIRED BY DRANINGO AND TNEIR AGENT5 AND EMPLOYEE5 FROM AND AGAINST ALL CLA M~'D~A~ES~ LOBSE5 A~ fX~EN5E5 INCLUDING AI~ORNET~5 FEE5 D) 5ET ANONOR BOLTS. AR]51NG OUT OF RESULTING FROM THE PERFORMANCE OF TNB NORK 4 IN ANT AND ALL CLAIM5 AGAINST TNB ONNER OR TNE ARCKITECT OR AN? ~ ~HEIR AGENT5 OR EMPLOYEE5 BT ANT EMPLOTEE OF TNB 12 DAMP PROOFING NORK INCLUDED CONTRACTOR, OR SUB CONTRACTOR, ANYONE DRECTET OR IN~CTET EMPLO~:~¥ ANT OF THEM OR ANYONE FOR NNOBE ACT5 ANT OF A) ALL SURFACE5 TO BE DAMP PROOFED 54ALL BE CRT, CLEAN AND 5MOOTN, FREE OF DUST, DIRT, TNEM MAT BE LIABLE, TUB INDEMNIRCATION OBLIGATIO~ UNDER"~ PARAGRAPH 5NALL NOT BE LIMIT IN ANT NAT BT ANT LIMITATION ON VOID5 AND CRACK5 AND BUARED PROJECTION5 TNE AMOUNT OR TYPE OF DAMAGES, COMPENSATION Lf~ ~ENEFITS F~,~ABLE BT OR FOR TNB CONTRACTOR OR 5UB-OONTRACTOR UNDER B) ALLON! 24 NOUR5 PRIOR TO BACKFILLING NORKER'5 COMPENSATION ACTS~ OISABILITT BENEFIT A~'~S: ~R ANT ~tER EMPLOYEE BENEFIT ACT5 C) APPLY MABTIC EMULSION ONLY HNEN TEMPERATURE 15 40 DEGREE5 F AND RISING AND . IN DRY NEATNER D) APPLY OBLOTEX TRONEL MASTIC OR APPROVED EQUAL ON ALL FOUNDATION HALL5 BELOH PLUMBING NOTES~ I ALL PuUMBING HORK 5HALL BE IN STRICT CONFORMANCE NITN ALL STATE AND LOCAL DOPE5 2 NO1 PATER NEATER 5~ALL NAVE A MAXIMUM TEMPERATURE 5ETTING OF i40 DEGREE5 F 3 PROVIDE DOT AND COLD HATER SOPPLT LINE5 TO A NEN REFRIGERATOR AS REQUIREC BT MANUFACTORE5 SPECIFICATIONS 4 PROVIDE INOULATION ON ALL NEN PIPING A5 REOUIREP BT COPE 5 REMOVE AND RELOCATE ALL EXIST]NO PIPING A5 REQUIRED TO ASSURE TNB PROPER EXECUTION OF TNB HORK (~ BELON GROUND HASTE LINE5 5NALL BE XNQI. PIPING, U POTAB, E LINES BHALL BE ~(PE "L~ OOPPER ~ TNE PLUMBING OONTRACTOR 5~ALL PERFORM ALL REQUIRED GAS OR OIL PIPINO AND VERIFY ANY BITE OONDiTION~ ¢ REON[REMENTB PERTAINING TO TNERETO RELOCAPON~ UPGRADING~ ETC)-PRIOR TO BIDDING AND COMMENCEMENT OF ANY NORK q 5AN[TAPT DISPOSAL 5T5TEM 5qALL BE OOUNTT DEPARTMENT OF NEALTU SERVICES APPROVED FOR OUSIGN AND INSTALLATION TNB ONNER5 SORVETOR 5hALL BE RESPON51BLE FOR PEBloN LOOATION5 OF TNB FACILITIES A5 NELL A5 OBTAINING ALL PERMIT5 OR APPROVAL5 iO CONTRACTOR SHALL PROVIDE NOT hATER BASEBOARD UEAT TNROUONQUT AT PERIMETER hALLB UNLESS OTNERNI5E NOTED II HALER MAIN MUST BE 7'-0" AHAY FROM TNB SANITARY DISPOSAL SYSTEM AND 4L¢ DEEP12 IN BEARING hALL5 OR PARTITIONS~ NO 5TUB 15 TO BE CUT MORE THAN I/~ IT'5 DEPTN TO RECEIVE PIPING, PUCT OR ELECTRICAL NORK (REV CARPENTRY NOTES~ I- ANT 5TOB IN AN EXTERIOR NALL OR BEARING PARTITION MAT BE CUT OR NOTCHED TO A DEPTN NOT EXCEEDING 25% OF A 5INGLE 5TUO NIP'tN ANT 5TUO MAT BE BORDED OR DDLLED~ PROVIDING THAT THE DIAMETER OF TNB RESULTING NQUE 15 NO GREATER TNAN 40% OF %E 5TUB NIDTN~ TNB EDGE OF TNB NOLE 15 NO CLOBER ThAN 5/B" TO THE EDGE OF THE 5TOB~ AND TNB NOLE 15 NOT LOCATED IN TNL CAME SECTION A5 A CUT OR NOTCN A STUD MAT BE BORED TO A5 DIAMETER NOT EXCEEDING ~0% OF IT5 NIDTN, PROVIDED THAT BUrN 5TUB5 LDGATEO IN EXTERIOR HALL5 OR BEARING PARTITION5 ARE DOUBLED AND TNAT NOT MORE THAN TNO (2) 5UQUE551UE 5TUOB ARE BORED. APPROVED 5TUB 5NOES MAT BE USED NHEN INSTALLED IN ACCORDANCE HITN TNB MANUFACTURER'5 REOOMMNEBATION 2 NN~ PIPING OR DUCTNORK 15 PLACED IN OR PARTLY IN AN EXTERIOR HALL OR INTERIOR LOAD-BEARING NALL, NECESSITATING CUTTING, DRILLING, OR NOTCNING OF TNB TOP PLATE BT MORE TNAN 50% OF IT5 HIDTN, A GALVANIZED METAL TIE NOT LEOB TNAN 0054' IN.CK AND I I/2" NICE 5HALL BE FASTENED TO EACN 51DE Of TNB OPENING NITN NOT LES5 THAN FOBR 1(4 NAIL5 AT EACH 51DE OR EQUI XALENT. 3 TNERE 5NALL BE NO BACKNAILING OF 5TUBS, RAFTER5 AND JOIST5 ALL FRAMING BE EASTENED AB PER RCNY5 CNAPTER 5BOTION R602, AND TABLE5 R602 (~ ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. UNDERWRITERS OERT,~IOA1E PLUMBING ALL PLUMBING WASTE & WATER L~S NEED TE~TINGi ~EFORE COVERING DO NOT P~ED ~I"H 0¢ FFI~ouNDAING UNTIL ~URVEY TION HA~ BEEN RETArN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE OCCUPANCY OR USEIS UNLAWFUL WiTHOUT CERTIFICATE Or OCCUPANCY PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE OERT/FICA TE OF OCCUPANCY SOLDER USED IN WA TER SUPPLY SYSTEM CANNOT EXCEED 2,/I00F 1% LEAD. COb, LY WtQH ALL CODES OF NEW YORK STATE & TOWN CODES APPROVED AS NOTED 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS' FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2 ROUGH- FRAMING, PLUM~ING, STRAPPING, ELECTRICAL & CAULKING 3 INSULATION 4 EINAL - CONSTRUCTION & ELECTRICAL MUST BE COMPLETE FOR C 0 ALL CONSTRUCTION SHALL MEET 3~HE REQUIREMENTS OF THE CODES OF NEW YORK STATE NOT RE~POHSIBL~ FOR DESIGN OR CONSTRUCTION ERRORS FINAL GRADE ~ I B'-¢ MIN LINE ..... OF GR~ND NATER II ,' ~\. 24~¢ CAST IRON GRATE ,¢-I PRECASF CONC DOME w PRECAST CONC S L - ORYMELL RING SEE '1l BTORHNATER LEADER NOTE NEN ALUMIN. LEADER DONN TO "GREENII PVC DIRECT BURIAL IN-GROUND / BURIAL IN-GROUND DRYF, ELLJ, FINAL PIPING CAPACITY REST5 TO BE COORD BY GC~ ROUTE TO DRTMELL V I F LOCATION5 M/ ONNER DRTNELL CALCULATION5 iTEM SIZE ROOFED AREA. ~.~ plot NEN I sty ADDITION 207 50 NEN L sty EXTENSION 22036 NEN PORTICO I) STORM DRAIN RING ¢-¢X ~'-0" d (1~.0 cu B)(I) x B4 0 cuZ NOYES: I. T~IIS INFORMATION iS BASED ON DRTNELL CAPACITIES OF CARLSON PRECAST~ INC. ¢ 2, CONTRACTOR TO PROVIDE ~' PIPE A5 INLET FROFI ANT YARD, AREA~ OR TRENCN ORAIN5 3. DEPTI~ O~ DRYNELL 5~ALL BE LOCATED A5 RE~IRED BT LOCAL BUILDING CODE REQUIREMENT5 4. CONTRACTOR TO PROVIDE 50LID CAST IRON MANNOLE COVER 5. TNE CONTRACTOR 5~ALL CONFORM TO ALL APPLICABLE ZONING LANS~ BUILDING CODES~ AND ENVIORNMENTAL CODE5 FOR TNE INSTALLATION AND CONSTRUCTION OF 5AID DRAINAGE SYSTEM IF ANT INFORMATION ~ONN NEREIN CONFLICT5 NITN EITNER 5lYE CONDfflON5 OR MANUFACTURER SPECIFICATIONS THE ARCNITECT 5~ALL BE NOTIFIED IN NRITING PROIR TO TNI COP1MENCEMENT OF ANY OF Tt~E NORK IN ~ESTION EXI5T SHED TO REMAIN EXISTING SHEDS DEMO'd NEN NOOD DECK; 20"A.G. EXIST Isty N/ NEN ROOF NEN I 5TORY EXTENSION 5TORMNATER LEADER NOTE: NEN ALUMIN, LEADER DONN TO "GREEN' PVC DIRECT BURIAL IN-GROUND PIPING (ROUTE TO DRTNELL); FINAL CAPACITY REQ'T5 TO BE COORD. BY C.C.; V.I.F. LOCATION5 N/ ONNER NEN OUTDOOR 5~ONER ON GRADE NENISTORT 2-CAR ATTAC~ED GARAGE ADDITION N/ ATTIC NEN DRTNELL H/ GRATE MAN~OL~ COVER; SEE CALC, ON TNI5 5~EET I00.0¢ (*) PROVIDE MIN DIAMETER INLET PIPE PER TONN OF NORTH NEMPSTEAD CODE REO'T5 NEN DRTNELL N/GRATE A MAN~OLE COVER; SEE CALC, ON TNI5 5NEET NEN ROOFED 1ST 5TORT SCREENED PORCN; 20"A.G, EXIST. CNIMNET TO BE EXTENDED A5 REQ'D 36 32' '" t 3540' t NEN GRAVEL DRIVENAT (EXIST, GRAVEL DRIVENAT TO BE EXPANDED) NEN ROOFED DECK; " 20 N 32' 18'00" N ).00 PEQUASH AVE E EXIST SEPTIC 5TSTEM NEN 2ND FLOOR ADDITION NEN I 5TORY ROOFED PORTICO/ STOOP (EXIST. STOOP DEMO'D) NEN I 5TORT ADDITION NEN 5TONE STEPS/NDE LANDING r~ 5TORMNATER LEADER NOTE: NEN ALUMrN. LEADER DONN TO "GREEN' PVC DIRECT BURIAL IN-GROUND PIPING (ROUTE TO DRTNELL); FINAL CAPACITY REO'T5 TO BE COORD. BT G,C.; V.I.F. LOCATION5 N/ONNER 0 LOT PLAN TNI5 15 AN ARCNITECTURAL 5fie PLAN BASED ON INFORMATION ~N O~ A SURVEY PERFORMED BT KULNANEK LtCENSED LAND 5URVIETORS~ DATED 02-17-2004 5CALE:I' = 20' ZON,ING CALCULATION5 SECTION. I BLOCK~ 4 LOT 33 I M CALCULATION5 REQUIRED EXISTING PROPOSED LOT AREA (LA) SEE PLOT PLAN 5 17~500 O05f 17,500 OOSi BUILDING /AREA, PRINCIPAL BUILDING (DNELLING~ 5EE PLOT PLAN - 51l~604375F 3,0OO0051 EXTENGI(ONS/ADDITION5~ ROOFED 5CREENEEDHN FORCH~ ATTACHED 2-CAR GARAGE) ACCE550RT BUILDING5 (SHEDS) SEE PLOT PLAN - S 24G OOSF % 0 BI AREA OF DECKS (OPEN t SEE PLOT PLAN - $i142 O0 5F 4q7 O0 SI RDOFED))~ PORTIC05~ STOOPS PATI05~ STEPS, ETC TOTAL BUIILDING AREA (BA) - SIreP,2 37 5F 35q3 O0 51 ,% OF LOT ,COVERAGE BA / LA x I00 20 % 11,36 % 20.0 % FRONT YAIRD SETBACK SEE PLOT PLAN 35,0 F 3542 F1 35 ~0 F' REAR TARID 5ETBACK SEE PLOT PLAN 35 0 F 52 q2 F1 36 32 F 51DE YARD 5ETBAOR, 51DE TA~RD5 5EE PLOT PLAN I0 F 2qqo F1 23 qo F AGGREGiATE SEE PLOT PLAN - F' FT F BUILDING IdEIG~IT TO MID POINT SEE ELEVATION5 - F 35 0 FT 24~0 F ~.E:¥1DIOND TO PF~FLI',41NAt~.Y ~t~.AKNIN®D: ~.I~X/IDIOND TO FINAL ~A~INOD ~ iIIP TITL= FINAL DOCUMENT5 ' IIII PLOT FLAN AND DRY LL CALCULATION 12O.lO REV PER ONNER D5 : : k ;4qll 6LEN OOD ROAD, 6UTOHO~UE, NY Iiq35 516" ~ BOLT+ 1/16~ ('FOR 51ZE OF HOLE) 516" I.D. NEY NUT N/ LOSK HASHER- TTP BOLT REOUSREMENT5 AT NEW ORAHLSPACE/ FOUNDATION AREAS: I/2' OC, 7' EVIBEDEMENT, ~0' MAX O.C A5 PER TABLE5 3.2 TNRU S.2C 0¢ THE NPCM 2001 EDITION LBP5 I/2 ('1,) I/2" ANCHOR BOLT BEARING PLATE ('2) 2X6 ACO 5ILL PLATE · CONC, FOUNDATION HALL 6' EHBEDHENT c NCHOR BOLT +PLATE DETAIL 5CALE:NT~ FRAMING NOTES I AB q'PCIFIED HITNIN THESE C~CUMENT5, ALL EXTERIOR HALL5 WILL BE CONSTRUCTED A5 TYPE I 5HEAR HALLB A DEFINED BT THE AMERICAN FOREST AND PAPER ASBOC HOOD FRAME CONSTRUCTION MANUAL 4x4 POET ~FROM ABOVE B'th P.C. FOUNDATION TO REST ON 16'~b' PC FOOTING TO BEAR ON UNDISTURBED BOj~XiO ] PSI rain) CONC PARSE COAT ABOVE GRADE TROHELLED ASPHALT WATERPROOFING BELOd GRADE ~LINE GF 3' HIDE PC "APRON" (BEE BASEMENT PLAN FOR PC RED'TO); DECORATIVE 5TONE TBS BTONNER 4x4 POST FROM ABOVE 8'th P.C. FOUNDATION TO REST ON I~'"~I P.C FOOTING TO BEAR ON b~IDISTURBED 50IL ~ PSI mia) CON(; PARSE COAT ABOVE GRADE TROWELLED ASPHALT NATERPROOClNG BELOA GRADE 5TEPPBD FOOTING __ REOUIRED, 3~ M~ 5LOPE I/4" PER I LF 5LOPE g 5LAB (COORDH/ FINAL INTERIOR STEP5 ¢ EXIST IST STORY ELEVATION ABOVE GRADE A5 REOUIRBOJ DEPRESSED CONCRETE UNDER 0 H g's ABOVE (NOTE COORS OA DEPRESSION 51ZE/ NIDTB REO'T5 N/ OHNER-SELECTEDBOOR 51ZE RESTRICTION5 PRIOR TO START OF WORK), TYPL FOR EA OPENING FROM ABOVE NE~4 UNEXCAVATED ~¢ 25L2' 8'th PC. FOUNDATION TO REST ON FOOTING TO BEAR ON UNDISTURBED 50~L PSI min.) CONC PARSE COAT AJ~VE GRADE / TROWELLED ASPHALT ~L~,TERPROOPING BELOW / GRADE / Nt~t PATiO '~1,1GRAD~~ ~OVE ~ H1N, I)l~l~ RLLED Hl~ DRY ~ COORS, PAVE~ TYPE LAYOUT N/04t1~ I ADJACENT FO BEAR ON PC STEP5 (2) 2'~xlO''ACO LEDGER TO BE I/2"~ ANCHOR BOLTED ~ 16"oc STAGGERED, FJ'5 5TAINLE55 5% TECO'D EXIST NDH TO BE TO ORAHL SPACE ACCESB (B'x24" MIN) 5TAINLE55 5FEB NEoN DRAWL 5PACE (2" 5CREED COAT) STEPPED FBOTING REOUIREDr 30% MAX 5LOPE~, C) BASEMENT PLAN SCALE:I/4"--ILO" t EXTERIOR NOTCHING AND DRILLING DETAIL FOR HOOD FRAME MEMBER5 < I/4 DEPTN OF 5TUB < I/4 DEPTH OF JOIST I/3 OF 5PAN I/3 OF SPAN I NO NOTCHES OR PROVIDE A MLN OF 2" SEPARATION / BETHEEN HOLE5 AND NOTCHED FROM-- EACHOTNER AND FROM TNB END5 OF MEMBER5 ( I/4 DEP1N Of JOISP ,- 5/8" MIN / < 2/5 DEPTH OF STUD / 516" MIN //< 3/5 DEPTH OF STUD /' ( FOR [DOUBLE 5TUB5 ONLY ) PROVIDE A MIN Of 2" SEPARATION BETHEEN ~OLES AND NOTCHES FROM EACHOTNER AND FROM THE ENDB OF MEMBERS PLATF AND BEARING HALLS I/3 OF BPAN ~, C~) .~ < I/3 DEPTH OF JOIST ( I/(~ DEPTH OF JOIST 'NOTCHES ARE NOT PERMITTED IN TNE SAME LOCATION A5 ~OLE5 FLOOR JOIST I/3 OF 5PAN ~, I/3 OF SPAN~ NO NOT~HES~R [NOLE5 PERMITTED / ~ PROVIDE A WIN OF 2" SEPARATION / I 8ETHEEN HOLE5 AND NOTCHES FROM/ EACBOTHER AND FROM TNB ENDS OF MEMBERS RAFTER I/3 OF SPAN I < I/3 DEPTH OF JOIST ~'NOTCNEB ARE NOT PERMITTED IN THE SAME LOCATION AS NOLE5 / CEILING JOIST LOAD TABLE5 LIVE LOAD DEAD LOAD ROOF5 45 LB5 PER 5~FT 20 LBO PER ~FT UNCOVERED DECK5 / BALCONIES (4 LB5 PER BOF~ 20 LB5 PER 5OFT CEILING5 !N/O ATTIC io LBS PER BOFT 15 LB5 PER 5~FT SELLING5 !WITH ATTIC ~5 LB5 PER 5OFT 15 LB5 PER 5OFT 40 LB5 PER BOFT 20 LB5 PER 5OFT FLOOR5 ~TAIR5 40 LB5 PER 5OFT 20 LBS PER 5OFT ~.AILING5 200 LAY AND VERY FLITCtJ PLATE DETAIL 515TERIN6 TO EXISTING (2) BEAM5 + (]) BEAM5 + (4) BEAM5 + STEEL PLATE STEEL PLATE5 5TEEL PLATE / SECTION5 LINE OF NEW ~ PC STEP5 NEH B"th PC (MIN BELOH ADJACENT GRADE) TO BEAR ON UNDISTURBED BOIL -I LOCATION t DIMENSION5 N/ NEW WORK A5 REO'D ,, ~ (3) ~5 REBARS, 5ET IN ACRYLIC TIE ANCNC~ING ADNESIVE MINIMUM ~" EMBEDMENT EXIST DIRECT VENT ~ILER LOOATION DUE TO NEW FND, RELOCATE IF NECE55ART p/ (3) ~5 REBARS, 5ET IN ACRYLIC TIE ANCHORING ADBESIVE MINIMUM 6~' EMBEDMENT EXIST (3) 2×10 DROPPED JTAMPEDIN 12" LAYERS; UNEXCAVATED (SEE 1ST ELOOR IPLAN RES FIN BRICK REOTS) NEW 6"PC FNDN TO BEAR O BOIL MIN 36" BELOH ADJ GRADE §"th PC. FODNDATION TO REST ON 16'~' PC, FOOTING TO BEAR ON UNDISTURBED BOIL (~00 PSI mia) CONC PARSE COAT ABOVE GRADE TROWELLED ASPHALT WATERPROOFING BELOW GRADE 2×10 DROPPED UP xL L NEW UNEXCAVATED )"th PC SLAB HITN HHF66 IOlO OVER (* MIL POLTETNTLENE VAPO~ ~ARRIER~F GRAVEL BbB AND: COMPACTED BOIL HELL-TAMPED IN 12" LAYERS 5LAB ~ ACQ SLEEPER5 CONDITIONS, V H/ OHNER REMAIN VIF EXIST FND HALL ¢ FTC TO REMAIN VIF ~3) ~5 REBAR5~ / ACRYLIC TIE ANCHOR NG EXIST ADHESIVE MINIMUM 6" UNEXCAVATED EMBEDMENT EXI5T 4"th PC 5LAB ~ 23'-10' ALIIGN WITH EXI5T~r PROVIDE 2X4 16" Dc IF NEC TO MATCH EXIST ¢ CBORD FINAL FLOORING REO'T5 EXIST FWD HALL ~ F'!FG TO REMAIN V I F (2) 2"x10" AGO LEDGER TO / BE 112" ¢ ANCHOR BOLTED ,/ _EXIST BASEMENT S-~" DIA. STEEL LALLT COLUMN TO BEAR DOWN ON NEW 24'x24~xIG'O PC FOOTING , N/ (3)~S REBAR IN EACH SIR 4x4 pOST FROM POST FROM ABOVE / ', EXIST ($) ?×lC -- F ,~'~T (3) 2×10 DROPPED ' .Il ~ROM ABOVE (2)2X6 FJ CELL BLO(CKING EXIST DIRECT VENT FURNACE, CONTRACTOR 0 RE ROUTE EXI5T ;T VENT LOOATION H/ NEH WORK, H/ OWNER LINE OF NEW PC STEP5 NINDOH HELL II/ GRATE~ COORD NEH MABONRY HELL REO'T5 (TO MATCH NEW STEP5) w/ OANER, V I F SIZE REOITS II II EXIST FWD HALL ~ FTC TI EXIST NEM 6'LN PC FOUNDATION HALL (MIN BELOH ADJACENT GRAD; 3000 PBi MIN) TO BEAR ON UNDISTURBED BOIL 4x4 POST PROM ABOVE (3) ~5 REBARS~ 5ET IN / ACRYLIC TIE ANCHORING / ADNE$1VE MINIMUM 6" B EMBEDMENT ~ _ / LINE OF NEH STEPS, COORS PAVER TYPE~ FINISN~ 51ZE l COLOR N/ OWNER NOTE NO ABOVE SECTION REOUIREDOUDECK5 LES5 THAN 30" A5 PER THE RESOENTIAL CODE OF N T 5, CONTINUOUS LATTICE FASCIA T B 5 BY OHNER (NOT 5H~N ALONG PERIMETER OF DECK FOR CLAR TT 2×10 ACC, FLU~ TE~D NEH DECK (2) 2xlO AC~ LEDGER; 1/2' DIA 55 Tpr~U- BOLTED fO (ABOVE) EXIST RIM JOIST/ SILL / L NE Of PORCH 5CRE?3, ~xo,~ LFLU~ I PROVIDE (I)2×10 CONT ROH OF BLOCKING IN NIB 5PAN SCREENED IN PORCH (A O,VE) (2) 2xlO ACC LEDGER~ J/2 DIA 55 THRU BOLTED TO EXIST RIM JOIST/ z LINE Of IPORCN SCREEN z M HALL ABOVE 4X4 0 WOOD pOST FROM 4x4 POST FROM ABOVE 2XIOACQpJ ~1¢0C J:~l I EX,BT CHIMNEY _ NEN R FED DECK I 2XlO AC~ DJ ~5 REBARS, 5ET IN ACRYLIC TIE ANCHORING ADHESIVE MINIMUM EMBEDMENT, OPP 51DE DM REMOVE EXIST BASEMENT WINBOW t BLOCK UP W COURSE5 CMU FILLED 50LID H/ CONCRETE IF WINDOW 15 IN HAY OF PROPOSED WORK, V I F ~ I¢ OCI TECCB ~_ (2)2)(10 ACO, FLU~ I INUOU5 LATTICE FASCIA ALONG PERIMETER OF DECK T B 5 BY OHNER (NOT 5HOHN FC~ CLARITT NOTE ALL FASTENERS/CONNECTOR5 USED IN ON NITN AGO HOOD 5JALL BE 4X4 ACO ND POST FROM ABOVE TO BEAR DN ON 12" DIA x %" DEEP (BELOW ADJ GRADE) PC PIER (3000 ps~ MINI, TO BEAR ON UNDISTURBED SOIL (TYP OF 7 PIERS) TTP ~ EA 4X4 ACO POSE REFERENCE STANDARD5 ALL INFORMATION AND SPECIFICATION5 5MOWN HITNIN THEBE DOCUMENT5 REFLECT5 NORMAL BUILDING PRACTICE5 AND REFERENOf5 THE FOLLOWING PUBLICATION5 BUILDING CODE OF NEB YORK STATE 2007ed RESIDENTIAL CODE OF NEB YORK STATE 2007ed FIRE CODE OF NEB YORK STATE 2007ed AMERICAN FOREST AND PAPER A550CIATION HOOD FRAME MANUAL FOR ONE AND THO FAMILY SHELLING5 2001ed TABLE ~l~('l) LOCATION 5UFFFOLK 20 FRAMING ALL 2510 REV TO CBORD 2110 REV PER BUILD SEPT DESIGN CRITERIA NIND ~EED ] 5ECONO SUBJECT TO DAMAGE FROM 5EImlC NEATHERIk~ FROST D~'mAG[ LINE I~PTN SEVERE 3' TERIIITE DECAY WINTER DArlene BAllAde TO HEAVY MODERATE ICE~IELD FLO00 AIR LINDERLATTIENT RE~. HAZARD FREEZI~ INDEX YEB NO 452 DETAIL TIE5 AND NAILING LOAD PATH5 FROM FOUNDATION TO RCX:)F ARECONTINUOU5 AND AT EVERY HALL STUD * ;T TITL~ FiNAl DOCUHENT5 FOUNDATION PLAN ' NAHE 51NESI RESIDENCE 85 5LBN!'XOOD ROAD, CUTCHO(~UE NY ILq~5 OYSTER BAY DRAFTING AND ARCHITECTURE, P C. 03/2010 AS NOTED D5 LINE OF ROOF FRONT \ ABOVE ATTIC N, /~ FLOOR ~,, TW ,21032 23' NEW BPI ~0 II x *UBP*OED GAB / O*NER SHOP /// NEW INTERIOR ANDERSEN I EXT BOOR ONNER 2 lO RRS %1 2~10 RRI5 m ~ 4×4 ACO POST (2) I/2" ¢ C~RBIAGE ~- ~ BOLTS @ E~ERT CT TO RR L_ ~ ~ ~ ~ DN TO FWD C~NECTI~I (~" o c ) z** ¢ . 112 ,mDBLF~ME ALL ABOUND ~ 2 CA ARAGE / m, m ,mToN SLOP* AB *m'P 4×4 ACO POST PN TO FWD NEW I NR FIRE RATED 3,/6~ TN TYPE 'x' GNB ON HALL5 ~ CLG / LINE OE 3~ (2) 2×8 / (2) 2×8 "APRON" (SEE BASEMENT PLAN FOR PC RE~TS} I ' TN 210S2 TN/210~2 DECORATIVE 5TONE T B 5 L ~l 24'-~' 27'-2" PATIO 'ON ~ INSTAl I fD ABOW 3' MIN. ~ COi'I~ACTED ~ ~ 5~C ~I~NG ~ ~ 5~ MIN, ~ ~ ~ FI~ ~ TO ~ FIll ~ NI~ ~ ~ M~ ~ ~ ~l~ 5~ BT ~. PA~ ~i FINIS, ~ ~ ~P ~T~ W ~ ~l~ TO I~T~ NEW PATIO LINE OF ~ pATIO "ON.~RAI~; PATIO TO BE='" COVEP-~ IN 5LAT~ CONIRA~OR TO OZIRD. PATIO IAi'OUT ~ ~ W ~ 5TONE STEP5 PROVIDE R-~c BATT INS~L. IN FJ CAVITY ADV. 5NONER; 9ENTED C£DAR SOFFIT T,B.B. BT OHNER BEAR NEW R,R, (?NTO NEW 2xlo EXIST FOTER (MOD CATN J OUTDOOR 5NONER ?) 2S 5Vt/ METER A5 PiER OWNER MOD, 51TUB5 EA. SIDE OF BEAM 14'-4' UTIILITT/NATER 5~UT OFF VA,LVE~ COORO W/OWNER FUTURE 4'¢ WASTELINE ST,ACK THRU TO 2nd FL NE~I INTERIOR WET HALL MALL CLO. BEDROOM EXIST. ,II EXIST NiNDOWB RELOCATED AB PER OWNER 2×l~ R~I (2)2xl2 EXT\ BATH %" MT [ ALL WINDOW5 TO BE ANDERSEN OR APPROVED EOUAL, MINIMUM Bm RATING5 AB PER DESIGN CRITERIA TABLE LOCATED ON DESIGN 5TANDABD5 5~EET. 2- ALL EXTERIOR HALL5 ARE CONSTRUCTED AB TTPE I 5NEAR WALL5 0/2' PCTNP 5MEATNING~ N/&D COMMON NAIL5 ~6"oc EDGE AND 12"Dc FIELD AB SPECIFIED IN SECTION ~4A2 IN TNE AMERICAN FOREST AND PAPER A5OOCIATION WOOD FRAME CONSTRUCTION MANUAL, THEREFORE ALL CONTINUOUS EXTERIOR WALL5 5NALL BE CONSIDERED SNEARWALL5 AND ARE IN EXCE55 OF THAT REQUIRED BT THE CODE ALL REQUIRED 5NEARNALL SEGMENT5 5MALL BE A MINIMUM OF 2&" WIDE FOR 8LO'NIGN NALLS~ $1" FOR %¢ NIGN~ 35" FOR IO'-O~ NIGM~ AND $6~ FOR I1' 0" NIGN EXTERIOR hALL5 A5 PER DIE REOUIRED ABPECT RATION OF 5NEARWALL SEGMENT5 3- ALL UPLIFT CONNECTOR5 AND NAILING SMALL BE IN ACCORPANCE WITH 5JEET T-2~ ALL LOAD PATH5 SHALL BE AT EVERY EXTERIOR WALL STUD FROM FOUNDATION TO RIDGE 4- OMITTED 50MITTEDNT EXIST, KITCHEN ~×4 POST DN TO LALLT COL ~ , 5TL COL FROM ABOVE TO BEAR DN ON (2) 2xi2 ML, ~)2XI2 DFC2 HZ (I)318 xll . CLO. CLO. T -4' 2×12 ROOM (2)2x10 OVERRID~ BEAR NEW R R ONTO NEW 2XIO / PORTICO DEC CEDAR BEADED BOARD CEILING TBS BT ONNER~ DECORATIVE CEDAR DROPPED MILL~ORK BOFFIT ENCLOSU~E~ CONTRACTOR TO COORD FINAL RE,'T5 ¢ PROFILE N/OWNER (2) 15ONGRADE 6- ALL WINBON5 AND DOORS SRALL EITHER NAVE MANUALLY REMOVABLE STORM PANEL5 IN COMPLIANCE NlM ASTM E Iq% ~ 1~&6 A5 MANDATED BT THE NEW YORK 5TATE RE51DENTIAL BUILDING CODE FOR IMPACT RESISTANCE IN IIOMPN MIND ZONES~ CONTRACTOR TO PROVIDE NECESSART DOCUMENTATION ON COMPLIANCE TO THE BUILDING DEPARTMENT~ FOR GARAGE DGORB PROVIDE ACCORDION DOOR5 WITH TRACK5 INLATED FLUSq INTO CONCRETE DRIVEWAY OR- I/2"th PCTHOOD STRUCTURAL PANELS~ 5MALL BE PROVIDED FOR EACH NINDGN AND DOOR OPENING NOT D<CEEDING 8'-0" (IN THE LONGEST DIRECTION) TIlE PLYWOOD 5flALL EXTEND A MIN OF (~,1 BEYOND THE ROUGH OPENING SIZE5 OF THE WINDOW5 IN EACH DIRECTION AND 5GALL BE LA~ELED WITH THE CORRESPONDING NINDGN LOCATION THE PLYWOOD 5GALL BE 5TACKED TOGETHER IN AN ACCESSIBLE LOBATION, AND ~ALL BE ACCOMPANIED BT ENOUGH 2-1/2' ~6 WOOD OCREW5 TO FASTEN EACH PANEL~ OCREN5 TO BE A MAXIMUM OF 12"Dc AROUND PERIPHERY OF PANEL5 WNEN FASTENING TO MABONRT NALLS~ VIBRATION-RESI5TANT ANCBORB 5~ALL BE USED(MIN 4qOIb~ WITHDRAWAL CAPACITT) ALL OF THE AFOREMENTIONED HURRICANE PROTECTION SMALL BE THE SOLE RESPONSIBILITY OF THE NOME OWNER TO INSTALL~ A5 5PECIFIED~ IN THE EVENT OF NIGH MIND5 7- ALL RAILING5 AND GUARD RAIL5 5NALL BE BETWEEN %' AND 38'1 iN NEIGMT~ ALL HANDRAILS 5MALL BE IN ACCORDANCE HITN R315 2, AND NO OPENINGS 5MALL BE PRESENT IN 5AID GUARD5 TNAT ALLOW TNE PASSAGE OF A 4~' DIAMETER 5PNERE, UNLE55 IT 15 THE TRIANGULAR OPENING FORMED BT TNE RISER TREAD AND BOTTOM RAIL -WNERE A SPHERE FO IN DIAMETER MAT NOT PA55 THROUGH 4x4 P~T DN B~ EXIBT, i NEH (2)ZI2 CJ LEDGER~ CJ~ TECO~d 1/2"~ THRU-BO[BED ~lG" O.C, STAGGERED TO :EXIST STUD5 (l)2xl2 RR LE~ER: RR's TEC~d 1/2ll T~qRU-BOLTED O.C. STAGGEreD TO EXIST EXIST FIRE PLACE (I)~m'xll' STEEL ~ ElBE EXIBT. FLU5~ 4×4 POST DN T'O EON WALL (IF NONE EXISTB) RR ONTO NEW 2XlO J-BOLTED LEDGER EXIST AC~ PO5T EMBEDED IN DECORATIVE 50 COL 2) FI T FLOOR. LAN TO ~ COV~RD IN 51.ATF~ 'F'=6 BY ObIt~ CONll~ACTOR TO COORD ' I ~4J AI~I~IT~IONA].. ~ ANI~ A M~g~- CA,q'"d~5~ E'HITC, H TO I~ LOr~ATION TB6 I~' NOTE NO HANDRAIL REOUIREDI ON DECK5 LE55 THAN 30" ABOVE GRADE AS PER THE R~SIDENPIAL CODE OF I, l NEw ];: DECK I/4 I ¢4 (2)2Xl2 DRO~PED Ir TB~d NEwSCREENE[ IN PORCH SOREEN DOOR ,, OPP SIDE SIM , (2~2~ ~FEC~ ~ I¢ OC, TECOd ROOFED DECK i(2)2XI2 PROPPED', ',, ¢-2' ~ G'-I' , ', NOTE PROVIDE DECORATIVE CEDAR DROPPED MILLNORK SOFFIT ENCLOSURE, CONTRACTOR TO COORB FINAL REO~T5 PROFILE N/OWNER 3~INT CEDAR ] HANDRAIL T B 5. BY GHNER, 4" MAX 3ALUSTER SPACING 12'-7' O.A, TO EDgE OF EBOX COLUMN SCALE: I/4II = II-O'1 NEH PORTICO STOOP ~ PATH TO NAVE DECORATIVE BTONE; TTPE~ PATTERN AND SIZE A5 PER OWNER NOTE OWNER TO 5ELECT CONTRACTOR TO V I F SIZE REQ'T5 , 4X4 AC( ND POST DN TO 12I' PlA / x 3¢ DEP (BELON ABJ GRADE) / PC PIE~ '(3000 psi MIN); / DECORA IVE I0" 50UARB CE[ AR / COLUMN ENCLOOURE t PLINT BASE T 3 5 BT OWNER- TT 'L · AB PER NY5 RESIDENTIAL BUILDING CODE NEW SPIRAL STAIR BABE (TBS BT OHNER TO NAVE MIN 2¢ TREAD NIDTN~ 7 D2" MIN TREAD DEPTN AT 12" FROM TNE NARROW EDGE ALL TREAD5 5MALL BE IDENTICALi AND RBER SMALL BE NO MORE THAN q I/2II MIN HEADROOM OF ¢-(/ 5MALL BE PROVIDED 20da FLUSH MOUNTED MANGERS FOR JOIST5 NH Ilga OR NU 12go (WHEN NH 15 NOT AVAILABLE) FOR PDk JOISB H/O FLITCN PLATE JOIST MANGER CONNECTION5 LEG END ~ CARBON MONOXIDE CHI) DETECTOR I~I~ SMOKE DETECTOR ALUM ALUMINUM DW DISNWASJER EXIST EXISTING FF FINIBNED FNDN FOUNDATION FWD FRENCH HOOD POOR GNB GYPSUM WALL E~)ARD NOR. HEADER INSOL INSULATION M.C MEDICINE CABINET M.5 MARBLE SADDLE th THICK ND WOOD N,ICL NALK-IN4LOSET VIF VERIFY IN FIELD C.T RR C,J OC, COLLAR TIE5 ROOF RAFTER CEILING JOIST ON CENTER FTG FOOTING PC SALT BM DN POURED CONCRETE GALVANIZED BEAM DBL DOUBLE FRMG TV PLYND ML STL TB5 FRAMING TRUE VALLEY VALLEY LEDGER PLYWOOD MICROLAM STEEL TO BE SELECTED HALL LEGEND EXISTIN~ NALL5 TO REMAIN EXISTIN~ HALL5 TO BE REMOVED qEN FOUNDATION WALL NEW 8'th PC FOUNDATION HALL (MIN 3(~Il BELOW ADJACENT GRADE) N/8'x12' PC FTG 3000 RBI MIN) TO BEAR ON UNDISTURBED BOIL NEW GRADE BEAM NEN ¢×1¢ DEEP PC GRADE BEAM EEL FND PLAN) NEW FOUNDATION WALL NEW 8'th PC FOUNDATION HALL (MIN 3(¢ BELOW ADJACENT ORADE~ 3000 PSI MINi TO BEAR ON UNDISTURBED BOlL NEW EXTERIOR WALL: EXTERIOR FINISH AS PER ELEVATION ON TYVEK BLDG PAPER, OR 15LB BUILD PAPER OR EOUAL~ ON I/2" PLTWD 5~EATNING~ ON 2×4 ND 5TUBO @ 16" OC N/R-m5 BATT INSULATION NITN VAPOR BARRIER AND I/2" GWB ON INTERIOR SIDE OR (2x(~ MD 5TUBO e I¢' OO WITN Rd~ BATT INSULATION) NEW INTERIOR PARTITIONS: NEW 2x4 ND STUDS ~ I~" OO NITN V2' G~ ON EACH 51DE FINAL DOCUHENT5 FIP. ST FLOOR PLAN A5 NOTED MALLS (NO iNSULATION) I- ALL MINDOH5 TO BE ANDERSEN OR APPROVED EQUAL, MINIMUM DP RATING5 AS PER DESIGN CRITERIA TABLE LOCATED ON DESIGN STANDARDS ONEET. 2- ALL EXTERIOR MALLS ARE CONSTRUCTED AS TYPE I SHEAR FALLS (I/2" PLYMD SHEATHING, M/ ED COMMON NAILS ~F~"oc EDGE AND t2"oc FIELD AS SPECIFIED IN SECTION 3442 IN THE AMERICAN FOREST AND PAPER ASSOCIATION MOOD FRAME CONSTRUCTION MANUAL, THEREFORE ALL CONTINUOUS EXTERIOR MALLS SMALL BE CONSIDERED 5LIEARMALLS AND ARE IN EXCESS OF THAT REQUIRED BT THE CODE ALL REQUIRED SNEARFALL SEGMENTS SHALL BE A MINIMUM OF 28" HIDE FOR 8~ 0" HIGH MALL% 51" FOR qLO" NIGN~ 55" FOR I0' O" NIGJ~ AND 38' FOR IILO" NIGH E)CIERIOR MALLS AS PER THE REQUIRED ASPECT RATION OF 5JEARHALL LINE OF ROOF ABOVE CONTRACTOR TO COORD t V,I,F ALL NEM 2-ND 5TORY MALL DIMENBIONB N/ EXIST I STY CONDITIONS PRIOR TO 5TART OF MORE TREADS) CONIIRADfoR ~ ¥.LF. ALL RISER/TREAD DIP1B4510NS l TOTAL RISER ~UAHI'I~ AT START OF ~LIC41T Oet,15T~UCTION' i~ PRI~ TO F~ICATIONI ~NATE AU. INFORIIATIO~ PESIC4'I APPROVAL5 MITT4 0~ HOI'IP¢ AI~qlTF:O'T FOR AtC¢ AND ALL ¢J'~ i 4'-2' INOTE, CONTRACTOR TO COORD, FINAL STAfR RI$ER REQ'T5 ¢ II TERIOR MALL LOCATIONS PRIOR 0 CONSTRUCTION NOTE INSULATE NALL5 ABUTTING ATTIC N/ R-lb BATT INSULATION (2) 2×12 ~2)2~8 I~DR FOR FUTUER" ~'-o' DOOR 11'-4' 4x4 IPOST ~ z DN rNo RIDGE 2'6": .ADDER/STAIR5 BT CANER, DBL ALL AROUND '12'-(~' V ] F SPIED ATTI( (NO 5UBFLOOR) (2) 2×12 __ (2) TN 44'-4~ ,]8'-4' 7'-2' OFFICE MALL , 2x8 x HASTER BAT M5 , NE OF SPLAT (2) 2×8 NEX HI ~JILT lit AND CLOSET TO BE INSTAl I ~ o,, q'-4" . T':?:~ ~Y (~E~ FO~ NE~ T~ (2) N~K-IN ~ MI CL CL.; CONT~OR <~zo'-~ ~ ' O ~ZS (~ 2xl8 ML FLUBt 261 ¢1) l~'J 2xl4 RIDGE ---'' % 17'-0' > NEN MASTER BEBROOfl ~' O" FLAT CLG 5E~ OR~S SECTION) LINE OF 5 I~O~ ION ABOVE 44'-41 EXIST + VlF (2) 2×8 ROOF BELON SCALE: 1/4': II-O' FIRE PLACE 4'40' ~ $50 0Nb FLO0 :PLAN HEM NIP ROOF ALUMINUM BELOM LINE OF STEPS BELON NOT ~ONN (REFER TO IST FL P~N) NOTE. 7'-I¢ TOP pLATE NT ABOVE FIN 2ND FLOOR NE~ SITTING AREA obSTAK #2-Pc~22 ,SIM?$ON LINE OF 'DUTCH COLONIAL" OVERNANG AT EA GABLE END; SEE / ROOF BELON ELEVATION5 / -- EXTEND CNIMNET~- ~5 REQID! LINE OF ROOF ABOVE NOTE NEM FIRE PLACE TO BE DIRECT VENT OR NEN PREFAB METAL "50LID INSULATION" FLUE A5 5NCAN INTEGRATED INTO EXIST EXTENDED ONIMNEY, INSTALL FIRE PLACE ¢ ALL VENT/ FLUE REQ'T5 AS PER MANUFACTURER5 SPECIFICATION ~-.EVISIONB TO FINAL I2t~.A~NIN®S. REV PER ONNER SCALE I/~i ~ I'-¢ LEGEND C ,[ ~ M C T COLLAR TIE5 CHi) DEiECTOR R R ROOf RAFTER C J CEILING JOIST SMOKE DETECTOR J SD ALUM EXIST FF FNON FMO CAB NOR INSUL MC M5 th VIF OC ON CENTER ALUMINUM FTC FOOTING DIS~NASNER P C POURED CONCRETE FOUNDATION EXISTING GALY GALVANIZED FINIONED FLOOR BM BEAM DN FRENCH MOOD DOOR GYPSUM HALL BOAR HEADER INSULATION MEDICINE CABINET MARBLE SADDLE THICK HOOD DBL FRMG TV DONN DOUBLE FRAMING TRUE VALLEY VL PLTND, PLYNOOD ML STL TBS VALLEY LEDGER MIOROLAM STEEL TO BE SELECTED HALK-IN-CLOSET VERIFY IN FIELD IAIALL LEGEND EXISTING HALL5 TO REMAIN EXISTING HALL5 TO BE REMOVED '~EM FONNDATION HALL HEM b'lth PC FOUNDATION MALL (MIN 3¢ BELCA ADJACENT GRADE) ii/ 8IIxlG" PC FTC ~0 ~1 MIN) TO BEAR ~ UNDISTURBED ~IL NEM FOUNDATION MALL NBN 8:'th PC FOUNDATION MALL (MIN 3F¢" BELOM ADJACENT GRADE, 3000 PSI MINi TO BEAR ON UNDISTURBED 501L NEM EXTERIOR MALL: EXTERIOR FINION A5 PER ELEVATION ON TYVEK BLDG PAPER~ OR 15LB BUILD PAPER OR EOUAL~ I/2" PLTMD SHEATHING, ON 2x4 ND 5IUD5 @ 16' CE N/ R 15 BATT INSULATION MITN VAPOR BARRIER AND I/2" GMB ON INTERIOR SlOE OR HEM INTERIOR PARTITION5~ HITH /2 GNB ON EACN SIDE FINAL DOCUMENTS SECOND FLOOR PLAN SINESI RESIDENCE 85 5LEN~tOOD ROAD, 6UTCHOSUE NY ItqD5 oyCTeP._ BP-- FFING ANB /~R.GHI-Ft~C,Tt,&RE~, :P.O. SATI: 02/ 2010 SCALE AS NOTED uos xo 05250 T 2xi2 RIDGE VENTED 50FFIT 8" DEC. FASCIA TO T B 5 ON 2"X4" ND, 5TUB ¢ 12' OC ,,F,r (2) BOLTS PER 5ILL GRAD~ L &"th PC FOUNDAT!ON TO REST ON 1¢×8" PC FOOTING TO BEAR ON l/ UNDISTURBED SOIL (3000 PS' min) CONC PARGE COAT ABOVE GRADE TROHELLED ABPHALT NATERPROOFING BELON GRADE PROVIDE iCE ~ MATER ~IELP (TTPICAE) FROM FA5CIA ¢ MITNIN 2' HORIZ DISTANCE , FROM THE INTERIOR SIDE OF THE EXT MALL MEN HALLS: MATCH EXBT SIDING ON 2"X4" ND 5TUB ¢ I[," OC N/ R-15 BATT INSULATION; VENTED 50FFIT ' I/2" PLTND 5qEATHING; DEC, BRACKET5 T B S 15~ BLDG PAPER/ I~'VEK OR EeUAL~ 2X4 FID 5ILL PLATE THRU-BOLTED LEDGER ~ 12(W.F,) -- EXIST FND TO RDJAIN R DETAIL "A" DETAIL (2) I/2" ~CABRIAG~ [ BOLTS ¢ EVERY RI5 TO RR CONNECTION 06" OC ) ~12 R R ¢16"oG D2" PLTMD SHEATHING, 15~ ROOF FELT, ASPHALT B!IINGLEB TO BE SELECTED BT OHNER t2 / 2×12 RIDGE UNIFINISNED ATTIC (2) I/2' ¢ CARRIAGE BOLTS ¢ EVERT RJ TO RR CONNECTION (12' OC) NE~ 2 CAR GARAGE (2) I/2" ~ CARRIAGE / NEB MALL& MATCH EXIST SIDING ON 2"X4' ND STUD ¢ I¢' OC M/ R-I~ BATT INBULATION, I/2" PLYND SHEATNING~ 15¢ BLDG PAPER/TWEK OR EQUAL, 2X4 MID SILL PLATE CCh p C FOUNDATION TO REST ON IG"×¢ P.C. FOOTING TO BEAR ON ./ UNDISTURBED SOIL (3000 PSI mm) CONE PARGE COAT ABOVE GRADE TRONELLED ASPRALT XATERPROOFING BELOM GRADE / DETAIL "A" DETAIL FOYER - (3) 2×16 HL FLUSH TECO CRANL 5PACE ,~ 2" 5CREED COAT ' STEPPED FOOTING REQUIRED, SO~ MAX SLOPE CEILING SPLAy BEYOND -. ~] 2xlO RJ'5~ I¢ OC N/R :~ C BAIT INSUL UNFINISHED ATTIC (MOD CATN CLG) '' (2)2X10 ~- T MOp, ~ ~ HALL HALl_ mST~,~,E ~mO'D ]~ HASTER~EDROOM x 2NO us~¢~,~ = EXIST ct's DEHO'D NEH FRAMEBOOOR OPENING (SEE IST FLOOR PLAN) EXIST, FJJ3 TO REMAIN EXIST KITCHEN EXIST C25 TO REMAIN _EXIST, LIVING ROOM (2) 2"~IO"ACO LEDGER TO BE I/2" ~ ANCHOR BOLTED ¢ 16"~ STAGGERED, FJ's STAINLESS STEEL TECO'D EXIST 4" TN, PC SLAB EXIST BASEMENT BASEMENT i i (I)2xJ2 RR LEDGER; RR's TEQ~d 1/2'~ THRU-BOLTED ~J6' O,C. STAGGERED TO EXIST 5TUB5 (2)2xl2 CJ LEDGER: CJ'$ TECO'd I/2'~ THRU-BOLTED gJF*[O.C, STAGGERED TO EXIST STUD5 2x6 CJ'S ~ I¢ 0 C ~I (2)2XI2 CROPPED 5CREENE3fiN PORCH I (2) 2~1o ACC -.. NEB MASTER BEDROOM '112" GYP BD N/ (MOP CATH CLG,) VAPOR BARRIER~ ;i (2)2xj2 DFC2 H/(I)~m"xll" 5TE~L - FLITCN TOO/ERRIBE EXIST, FLUSN BEAM; MEN fJ'~ TECO'D ' : - ' CPI ~ q I/2' D ~ 'f" BFAJl FJ5 ~,, HEM 3/~' T~ - - TECO EXIST BASEMENT EXIST CJ'5 TO REMAIN DETAIL EXIST CT'5 TO REMAIN '~ EXIST BEAM TO REMAIN (VIF) EXIST LIVING ROOM iXlST FI'5 TO REMAIN EXIST (3)2xlO BEAM TO// REMArN, 5ER PLAN FOR FLITCH PLATE DESIGN EXIST COL BEYOND EXIST PIER TO REMAIN ERIST BASEMENT SCALE:I/4' --ILO'' PROVIDE ICE t MATER~IELD (TOPICAL) FROM FASCIA ~ ~ITHIN 2'MORI~ DISTANCE FROM THE INTERIOR 51DE OF THE EXT HALL SCALE:I/4' = ILO'' ALL UPLIFT CONNECTOR5 AND NAILING $JALL BE IN ACCORDANCE NITH 5MEET T-2~ ALL LOAD PATHS 5HALL BE AT EVERT EXTERIOR HALL STUD FROM FOUNDATION TO RIDGE 24 ./}" ,, NEH ALUMINUM GUTTER REM MALLS MATCH EXIST 51DING ON 2"X4" ND 5TUB ¢ 16" VENTED 50FFIT . ..--' Od N/ RzI5 ~A~ 1~5ULXTI~H, I/2" PLTND 5~E~TNING; 15~ BLDG PAPER/ TWEK OR EQUAL 2X4 ND SILL PLATE SOLID FULL-NIDTH (2)2Xb BLOCKING Ik BFFMEEN RR CELLS 2xi2 RR, SPACING VARIES- SEE PLAN FOR / 5PACING~ 3/4" PLTND ~EATNING~ N/ ROLLED ROOFING MATERIAL; R-SO INSULATION t~ EXTENDED DINING ROOM ~- (CATHEDRAL CLG ) (2)2XIFa'IL TO OVERRIDE EXIST FLUDJ BEAM; N~FJI~ TECO~ EXIBT NEoN UNEXCAVATED UNEXCAVATED ,NEN ALUMINUM CUllER VENTED 50FFIT NEM NALL.~ MATCH EXI5T SIDING 0~' ",~D 5TUD ¢ 16~ D~ M/ RqN INSULATION, SHEATHING, lSt BLDG OR E~AL~ 2X4 ND SILL PLATE GRADE RIDGE TENSION STRAP5 DETAIL A , C520 - / IN EACH CONNECTION EXIST END TO REMAIN E"t.h P.C. FOUNDATION TO REST ON I¢×¢ P C FOOTING TO , BEAR ON UNDISTURBED SOIL (3000 PSI mm) CONE PARGE EX]AT ABOVE GRADE TRONELLEB ASPHALT NATERPR00FING BELON GRADE 5TUB5 ARE ALIGNED USE CONTINUOUS STRAP5 FROM STUD TO 5TUB ~ALL STUD TO BAND JOIST I NOTE ALL FABTENERS/ CONNECTOR5 USED IN CONJUNCTION MITH ACO MOOD 5JALL BE "STAINLE55 I STEEL' NOTE NO BANDRAIL RE.IRED ON DECKS LESS THAN ]0" ABOVE GRADE A5 PER THE RESIDENTIAL CODE OF N Y S ; SECTION R 316,1 2×10 RR ¢IG"~ I/2" PLTMD SJEATNING~ BO ROOF FELT~ ASPHALT SLtlNGLES TO BE SELECTED BT ONNBR NOTE PROVIDE DECORATIVE CEDAR DROPPED MILLMORK SOFFIT ENCLOSURE, CONTRACTOR TO C00RD FINAL RED'TS ~[ PROFILE H/ ONNER 4X4 ND POST DN TO 12" DJA x 36" DEEP (BELON ADJ GRADE) PC PIER (3000 ps~ MIR), DECORATIVE lO" 5~UARE CEDAR COLUMN ENCLOSURE ¢ PLINTH BASE TZS BT OMNER TTP'L NOTE ONNER TO SELECT EXT SCREEN PRAME TT~E QUALITT PROFILE ¢ SIZES, CONTRACTOR TO V F SZE REQT~ (2) 2xlO AC~ LEDGER, I/2" PlA 55 THRU- BOLTED TO E~I~T RIM JOBT/ SILL PLATE ~ (2) HD5A 2 314" M,N 5 112" EMBEDMENT SET IN ACRYLIC TIE ADHESIVE ~ SERES POST CAP AT BEAM TO-POST CONNECTIONS I EXIST PC FOUNDATION MALL ~ FOOTING EXIST 4" TN, PC SLAb GRADE 12' PlA x 3¢ DEEP (BELON ADJ GRADE) PC PIER (~000 p~l MIR), TO BEAR ON UNDISTURBED $OrL, B~OND NTS20 - i2 LDD IN EACH CONNECTION ROOF RAFTER TO TOP PLATE DETAIL B "C" MAT BE OMITTED IF HT520 STRAPS ARE CONNECTED DIRECTLY TO 5TUDB (~)- TOP PLATE TO STUD PHD5 5D53 - 14 5D51/4×3 TO STUD5 USE 5/5'¢ ATR ANCHOR BOLT ~ ~ ~ II G - CORNER ANCHORIN( PND5 5D53 -14 5DSIM×S ~ TO STUDG PHDS-SDS3 14 5DSI/4xS .' TO STUDS / I / IF Ifil N( ~ I1 'NNN IN ACRYLIC TIE ADHESIVE ~J~N- CORNER, END AND MALL, POST CHORING FROM FLOOR TOFLOR ~- 5ILL PLATE TO BAND JOIST TO FOUNDATION G - CORNER ANCHORING TO FOUNDATION I- ALL UPLIET OONNECTOR5 AND NAILING HALL BE IN ACCORDANCE NITH SHEET T 2, ALL LOAD PATHS 5HALL BE AT EVERY EXTERIOR MALL STUD FROM FOdNDATION TO RIDGE E NEN ALUM GUTTER TBB BY ~NER CONTINUOUS FLASNING A5 REQ'D AT ALL YALLEY$ VERTICAL NALL/CNIMNEY ROOF INTERSECTION5 12II 6" DEE FASCIA TO TBS DEC BRACKET5 T B S E" DEC FASCIA 10 TBS DEC BRACKETS T B 5 ..-~DEC BRACKET5 TBS NEN ROOF A5 PER VERTICAL HALL/CNIMNEY NEH EXTERIOR 51DING A5 PER O~NER NEH ROOFING MATERIAL TBS BY OWNER, CONTRACTOR TO COORD NEN 51DING TBS BBONNER, CONTRACTOR TO COORD 2 * Th PA PAD , I UNDER Ist STEP LINE OF NEN PC PIER A5 PER ONNER LINE OF MEN FND REAR ELEVATION · EXIST BILCODOOR5 ~ NEN SIDING TO REPLACE / EXIST, COORD N/O!NNER ~O~iER NALL5 TO NAVE CEDAR BEADED BOARD FINISN, V IF N/ ONNER ,%ALE:I/4" = I'-0" PRIVACY MALL TO NAVE CEDAR BEADED BOARD H/ DECORATIVE LATTICE TBS BT ONNER LINE OF NEN FND LINE OF NEN FND NOTE NO HANDRAIL REQUIRED ON DECK5 LES5 TNAN 30' ABOVE GRAPE A5 PER TIlE RESIDENTIAL CODE OF NTB; GRADE NEN RBOF A5 PER 9HNER DEE FASCIA TO TBS GRAPE DOOR NEN LINE OF NEN FND LEFT SIDE ELEVATION CNIMNET, E)~TEND A5 REQ'D 12 NEN SCALE:I/4" -- I'-0' /NBt4 EXTERIOR SlDING /A5 PER ONNER NEN ROOF A5 PER _ ...- NEH ALUM GUTTER 8" DEC FASCIA TO T B 5 DEC BRACKETB T B S NEN 51DING TO REPLACE ~ -~EXIBT, COORD N/ ONNER ~ MEN ROOF A5 PER -" DEC BRACKETS TBS 8" DEC FASCIA TO TBS 3¢ MT CEDAR IlANDRAIL TBf ONNER, 4' MAX BALUSTER 5PA( GRADE CONTRACTOR NOTE: VERIFY ALL PITCI4 ANGLE5 PRIOR COItt~ENCEMENT OF NORK ANT DISCREPANCy WITH ANGLES, CONTRACTOR MUST PROVIDE THE RIGNT ANGLE IN ORDER TO MATCN ELEVATIONS. VERIFY ALL FIELD CONDITION5 PRIOR CONBTRBCTION. PROVIDE VALLEY FLASHING @ ALL VALLEYS; PROVIDE STEPPED FLASHING @ ALL MALL/ 5LOPE ROOF INTERSECTION5; £OR-A-VENT FLASHING A5 REQ'd CONTRACTOR TO COORDINATE FINAL LEADER/GUTTER REOUIREMENT5 t LOCATION5 J NEN 4" NABTE PIPE TO MANDLE FUTURE EXPANSION ? ? 4" VTF NEN 4' VTR ( VT[ ROOF F NE~ r F I MASTER BATH I I L ~ I I/2 I I/2 I I/2 r I I I I EXTENDED, V I F I I SNWR I I I 2 2 I ~ I I]~ FLOR I F ~ ~ I ,F J I I I N~N I I ''/2 LI __ LAUNDRY I ~ KITCMEN I BATM II PONDER R~M F I/2 I I I/21 I I/2 I IiI (BEE PLANBJ I (BEE PLANB)I (BEE PLANS) (BEE PLANS) 5EOP 5INK I i I k ~ I ~I~ T ~ i i ist FLOR I I I I I I I I I I I I I I TO 5ANrTARTORCOMBINED 5ENER EXIST MOUSE TRAP c LUMINO/RISER DIAGRAM SCALE- NTB .... iJll .. TITL FINAL DOC HENT5 ¢ k~~//llll AND ARCHITECTURE, P.C o*~ O2/:OIO ~,llj ~ ~OB~FTI~M ~MAIL ~A'TIO~O~I~T ~ NO 05250 NEH ROOF AS PER ONNER EXIST. CHIMNEY~ EXTEND AB REQ'D 8" DEC FASCIA TO T B S DEC, BRACKETS T B X CONTINUOO5 FLASHING AS RE~'D AT ALL VALLEYS VERTICAL NALUCHIMNET ROOF INTERSECTIONS DEC. FASCIA TO T,B,B DEC BRACKETS T,B 5 12II / T B 5, BY ONNER DECOR COL GRADE LINE OF NEN FND HEN SIDING TO REPLACE ' EXBT, COORD ~/ONNER [~L~VATION ~ALE: I/4" = I'-0" DECOR LOAD BEARING COL ' FAUX COLUMN I I / LINE OF NENPCPIER _ / 3~j' NT CEDAR HANDRAIL TBS BT / ONNER; 4" HA)( BALUSTER 5PACING GRADE DEC BRACKETS T B $ NENF]<TERIOR NEN ROOF AS PER AS PER ONNER ONNER NEN ALUM, GUTTER -..~ EXIST ~ CHIMNEY, EXTEND "~. AS REQ'D 12 ET CV.LF.)I~ ~ NEN~XTERIOR 51DING A5 PER ONNER CONTINUOUS FLASNING AB REQ'D AT ALL VALLEY5 VERTICAL HALL/CHIMNEY ROOF INTERSECTIONS DEC BRACKET5 TBS (TTP 0F4 PER GABLE END) / NEN ALUM GUTTER TBS BYONNER DEC, BRACKETS T BB 8" DEC FASCIA TO T,B,5 II CONTRACTOR TO COORDINATE I FINAL LEADER/ GUTTER J REQUIREMENT5 ~ LOCATION5 CONTRACTOR NOTE: PITCN ANGLEB PRIOR CO~IMENCEMENT CF NORK NIT~ ANGLES, CONTRACTOR MUST PROVIDE THE RIGHT ANGLE IN ORDER TO MATCH ELEVATIONS, VERIEY ALL FIELD CONDfflON~ PRIOR CONSTRUCTION. PROVIDE VALLEY FLASHING @ ALL VALLEYS; PROVIDE STEPPED FLASHING @ ALL HALL/ SLOPE ROOF INTERSECTIONS; COR-A-VENT FLASHING AS REQ'd HEN ROOF AS PER NEN ALUM GUTTER '" HEM EGRE55 CABEMENT N/ GRILLE5 TO MIMMICK OTHER NINDON5; CONTRACTOR TO COORD ,l ,lll' I -- '.?' lilBI' ~1' '11 ]iIIIIlII[ ~' ~ ILII ~ ~ll ~" ~Ec FASt* TO T~.~ ¢ - I IIIIIIIJ%ll"ll ~, L~ Li I~JL ill ~: L..I IIIIII / '~ L IIIIII ~ '(].J L' ~ ~1' ILL p~ ~ ~= ~ IIIIIIIII - Z I~ Bill ~. ~ EX~T ~X~ST IL. ~L~ATm .LL ,~* II I! IIIIIl~~ll/ '~'[1~ $~IIIIII~HF~;IIIIII~I . "mid mAX ~'i ~ : , i I , Ii ~ . ~ ** , , ~ IlL IL%II ., L :, I lll ,,*,' ,, ,,,,,.,. ,,l;r~~~ '. '11' II ~'~ "'.. I~,~ Ir~l b~ LL~ II!.1 IIL%.ILLIi ~RA* "~' "~~1 ~.~,~ , .... I HANDRAIL~(~" HT CEDART B S BT 0 El(IHT Srb~i~LSV/~TIOM ONNER; 41 MAX SCALE: 1/4" = I'-0" NOTE NO MANDRAIL RE~IRED ON DECK5 LE55 THAN 30" ABOVE GRADE AB PER THE RESIDENTIAL CODE OF N,T 5,, SECTION R 316, I NEN ROOF A5 PER ONNER '- HEN ALUM GUTTER T B 5 BT ONNER B" DEC FASCIA TO T,B,5 DEC BRACKETS T B 5 GRADE 3/4" PLTND )UBFLDOR BOTTOM PLATE RIM JOIBT (2) ACC) SILL FOUNDATION / (~)- EXTERIOR HOOD POST CONNECTORS C520 - 8-8D PROVIDE ONE STUD ABOVE HEADER IN LINE NITH ONE JACK STUD BELON (~) (I) FITS 30 (ZFIAX) CONT. VERTICAL STRAP 9 EA STUD LOCATION; FASTENED/ "HRAPPED" UNDER ACQ SILL ¢ UP JOIST DEPTH/ RIM JOIST THRU TO EXTERIOR FACE OF STUD ONE 5TRAP PER JACK STUD FOR 3'TOff' HEADER5 DBL JACK 5TUD5 FOR q'ORMORE TRPL JACK STUDS ~- HEADER UPLIFT CONNECTION t 20 10 REV, PER ONNER FINAL DOCUMENT5 ELEVATION5 65 ~LIZNHOOD ROAD, 6UTOHOBUE NY IIq~5 oy,m-re'P._ ~Ay 02/2010 5OAL[ A5 NOTFD Joe No 05250 68 HEST I~AIN 5TP-,EET O'fBTE~. BAY, NY' II'~'TI