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HomeMy WebLinkAbout31150-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY Date: 03/09/07 No: Z-32236 THIS CERTIFIES that the building NEW DWELLING Location of Property: 3265 (HOUSE NO.) County Tax Map No. 473889 Section 136 STILLWATER AVE (STREET) Block 2 CUTCHOGUE (HAMLET) Lot 8.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 9, 2005 pursuant to which Building Permit No. 31150-Z dated MAY 19, 2005 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 ONE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT ENTRY AND DECK AS APPLIED FOR. The certificate is issued to BOUTWELL 83 TRUST (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0021 01/31/07 ELECTRICAL CERTIFICATE NO. 2091851 02/16/07 PLUMBERS CERTIFICATION DATED 02/13/07 KEVIN REMPE PLUMBING/HEAT ~~ Authorized Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31150 Z Date MAY 19, 2005 permission is hereby granted to: R MAC FARLANE C/O TAST @ 400 OSTRANDER RIVERHEAD,NY 11901 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT ENTRY & WRAP AROUND DECK PER ZBA, TRUSTEES & DEC; FLD.PMT at premises located at 3265 STILLWATER AVE CUTCHOGUE County Tax Map No. 473889 Section 136 Block 0002 Lot No. 008.001 pursuant to application dated MAY 9, 2005 and approved by the Building Inspector to expire on NOVEMBER 19, 2006. Fee $ 964.30 ~w . Authorized Signature ORIGINAL Rev. 5/8/02 ;).1e--Jb3~ . Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 (- . APPLICATION FOR CERTIFICATE OF OCCUPANCY FEB' 4 . \ , '" ~ i , This application must be filled in by typewriter or ink and submitted to the Building Depilrtmem-with the folJowinU ' L F__."":""" ----"- 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 features. 2. Final Approval from Health Dep!. 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 211 0 of I % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. . ;;. / /';). / () 7 X 3"~5 House No. Old or Pre-existing Building: New Construction: Location of Property: $+,'{ I~t)..+er (J()e, Street . Hamlet Owner or Owners of PropeJiy: Suffolk County Tal' Map No 1000, Section og Lot Subdivision ___.___. _>_~._._____ Filed !llap. ____~ Lot: _______ Pennit No. 3/150 2_ Date of Permit. ____>__ Applicant:_fre__L_Set' f2er-t_ Health Dept. Approval: _~_ Plamung Board Approval: Underwritcrs Approval: _._________ Request for: Temporary Certificate Fee Submitted: $ ~ 5. 0 0 en -2~ ').,~311 :~ C ..., \~ I J- Final Certificate: >< (check one) -:J ~(~s~A, I!I~~I!I I BY THIS CERTIFICATE OF COMPLIANCE THE I ~ NEW YORK BOARD OF FIRE UNDERWRITERS ~ ~ BUREAU OF ELECTRICITY ~ ~ 40 FULTON STREET - NEW YORK, NY 1 0038 ~ ~ CERTIFIES THAT ~ ~ ~ ~ Upon the application of upon premises owned by ~ ~ ~ ~ G & S ELECTRICAL CONTR. ROBERT MACFARLANE ~ ~ P.O. BOX 215 3215 STILLWATER AVE. ~ ~ SOUTHOLD, NY 11971, CUTCHOGUE, NY 11935 ~ ~ Located at 3215 STILLWATER AVE. CUTCHOGUE, NY 11935 ~ i Application Number: 2091851 Certificate Number: 2091851 I i Section: 136 Block: 02 Lot: 6,7, $ 8 Building Permit: 31150 BDC: ns11 i ~ Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of ~ ~ electrical devices and wiring, described below, located inion the premises at: ~ ~ First Floor, Second Floor, Attached Garage, Outside, ~ ~ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed ~ ~ herein, was conducted in accordance with the requirements of the applicable code andlor standard ~ ~ promulgated by the State of New York, Department of State Code Enforcement and Administration, or other ~ ~ authority having jurisdiction, and found to be in compliance therewith on the 16thDay of February, 2007. ~ m Name OTY Rate Ratinll Circuit ~ ~ ~ Alarm and Emergency Equipment ~ ~ Sensor 2 0 Carbon Monoxide ~ ~ Appliances and Accessories ~ iffi Exhaust Fan 2 0 F.H.P. iffi ~ Dish Washer I 0 1.2 KW ~ ~ Furnace 1 0 Gas ~ ~ Air Conditioner I 0 20 Amps m ~ Air Conditioner 1 0 30 Amps iffi ~ Wiring and Devices ~ ~ Outlet 60 0 Fixture ~ ~ Fixture 54 0 Incandescent ~ ~ Fixture 6 0 Flourescent ~ ~ Outlet 99 0 General Purpose ~ ~ Receptacle 52 0 General Purpose ~ ~ Switch 74 0 General Purpose ~ ~ Heat, Light, Vent 10m ~ Receptacle 1 0 20 amp Laundry seal ~ ~ Receptacle 1 0 30 amp Dryer ~ I Continued on Next Page I of 2 I I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. I 1!I~@fii!~~~1!I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ Located at I Application Number: ~ Section: 136 Block: ~ Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of ~ electrical devices and wiring, described below, located inion the premises at: ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ; ; ; ~ ~ ~ ; ; ~ ~ I This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. I!I~ I!I~~~~I!I ; ~ ; ; ; ~ ; ; ~ ~ ; ; ; ~ ; ~ ; ; ~ ~ ~ ; ~ ~ ; ~ ~ = ~ ; ; ~ ; ~ ; ~ ~ ; ; ; ; BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET - NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR. P.O. BOX 215 SOUTHOLD, NY 11971, ROBERT MACFARLANE 3215 STILLWATER AVE. CUTCHOGUE, NY 11935 3215 STILLWATER AVE. CUTCHOGUE, NY 11935 2091851 Certificate Number: 2091851 02 6,7, $ 8 Lot: Building Permit: 31150 BDC: n511 First Floor, Second Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code andlor standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 16th Day of February, 2007. Name OTY Rate Ratin. Circuit ~ Paddle Fan Disconnect Receptacle Service 1 Phase 3W Service Rating 200 Amperes Service Disconnect: Meters: 1 1 0 2 0 10 0 60 amp Air Conditioner GFC1 200 cb seal 2 of 2 ~~~~ii!Iii!IE!IE! , ,--....-- ~ 0 ... It" "P". ....".. .,17' .... (I.e} "...._ T r-. 4. _ "'I' ",.".. 0f'IIICa OP 1M_ 8U1 filii n....cJ'Ofll TOWN OP eou'IMOI.D c.. · ~ · Z f.. ~ ~. [.ill r .aISOIJ hUelftt ,..it ... 311 50 2- M 0... C F fAr I OJ\.e (pl.... '''i''t~ ~~~ :r~ft.t~V \~M\c ;"'} -\ \~\~ -, '1.... .~ 1\ Co (' p . Own.,. .1uMel" J ....t&ty ~..~ ~~ ..1e.. .... 1ft ~ w.t." ....1y IV'~'" coft~.la. 1'" '''ft III' of I' 1.... Z\ Sworn t. ....re .. ~'1' 13 ''Y'f~ttd-007 ..telY "'Ue. -.... ~ c.;.;;, ~,-P.~ l JEAN P. HEOBERD Notary Public. Stalo of New York No. 5044676 Qualijied in Suffolk County 0 1 Commission Expires June 5, 20 _ James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTH OLD TO: Building Dept. FROM: Board of Trustees DATE: March 9, 2007 RE: ROBERT A. MACFARLANE E/s STILLWATER AVE., CUTCHOGUE SCTM#136-2-6, 7 ,8 With regard to the above-referenced property, an inspection was made and it was determined that the single-family dwelling and deck were constructed in compliance with Wetland Permit #6103, as issued on April 20, 2005. If you have any questions, please do not hesitate to contact us. 3//yo Z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION P\[ FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: " - DATE /;.- -1- oS- INSPECTOR ~ ~. ~~- 311 .>0 7- TOWN OF SOUTH OLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [~FOUNDATION 2ND [] INSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE I'J-..-pf-os INSPECTOR ~. ~ 3 I/So Z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION ['XI FRAMING I STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ~~'~ REMARKS: L4- ~~~3~Jc'~ . DATE 3--6--6~ INSPECTOR ~ ~ ------- - -~ 311s6L TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND [] INSULATION ~ FRAMING I STRAPPING [ ] FINAL ~ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION RE~KS' ~~~. ~.-4~ ~~~~ ~ ?-L J..uk -t;:; , ~ .~ 1-t- DATE 3 -' r-) ...-.0 ~ INSPECTOR '~~0 ~ /Jtf^ ~,/~ 3 II sO is- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ~GH PLBG. [ ] FJKlNDATION 2ND [] INSULATION [v1fRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: CJu I ~ ~ ~A-cL DATE L//Jf,(()~ / INSPECTOR ~!l5'O~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ [ ] FOUNDATION 2 D [ [~RAMING STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION REMARKS: ~1I'-z ~;,..r;'''lti ~ !:'.er-,.~ v IT. DATE /)'/' frs; />? INSPECTOR ~~~~ '?I ] SD~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [~UGH PLBG. [ ] FOUNDATION 2ND [] INSULATION [v(FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ~~,>~si ae. t:2.-,.,..~~~~ -' ~.c2.~.....(t,~;--~ ;z.~4...~~ r#'..":, ~ /e~~..~ ~_~ ~e~~ .. ~c:::k._...~.4/-v Co. ~..~~ t?~-_-e.a:. DATE tl.r~ftt , , INSPECTOR ~~,~~ 31)50 Z- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH PLBG. [ ] FOUNDATION 2ND t><0NSULATION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ~. ~ >- ;--3-0" DATE INSPECTOR ~~ ---~-~ 3/ISo2- TOWN OF SOUTH OLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING .P4 FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION ,~, REMARKS,~~~~,d-n-~ . ~~.j-~)J?v- -?1-fVc~ ~~ ~~>~~~~/r1~+-M~~ I ~ ~ ~~~ctvt M~ iF~ \ rvJ1L~-br ~~C€-7 ~ €~ pL L- \) Ji 9f;. f)b J- J/Rdt ~J ~ DATE I-I { --07 INSPECTOR 3llSoZ- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] FOUNDATION 2ND [ ] FRAMING I STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: -==r ~ ~ [ ] ROUGH PLBG. ~NSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT PENETRATION b~~ ~)k ~~,E \.t. ~~ DATE IJ-- ~7 ~b 1 INSPECTOR ~ ~ - ~------- -_. JI ISo Z- TOWN OF SOUTH OLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING M..FINAL A- : [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCnGN [ ] FIRE RESISTANT PENETRAnON r:~ !J-.-.~/J ~ 01(# , D C ~ D ~~~.DO,ft e:~~~J DATE ~~/~-()7 INSPECTOR ~ ~ REMARKS: r FIELD INSPECTION REPORT DATE COMMENTS ...~UJ.." -t"l Y ~~ d - .., .. FOUNDATION (1ST) I~-r 4: Is I/Or I J 4- Dk -t:.F -II..... r::-_, i ~ A ~ ~ \~...y V FINAL r /A .'d# n /J' r,1 AA"~Z ~z... ~ _ t"l 3D A, .fl.;'..; & v' ~ v "'Co z ;;,....~.".... ,t:, A.9f<. , " _ _ ,D,,+r\ /I loo..J _-H,.~ 03 ~ _ ,0. 1Y.v J/,y' . nr .l-- r ~:l~, ~-rJ ~ rd- ').. 1.1 VYI. ,L n-,-." (A .. I.. .J/ J 11\ ~ ilJo AI.. ~ "L -fi;,- 1. _~ .. '-,f., J ~ ~fJ.... 1-1 ',' ..LH ~!....-,':-/;;;; ^ '-I (J\!:1 /1; Hl 1\........ ,dJv,,'n:~ II... '1'1 ~~r. 17u,':f 14f.t,,' /-'1/. L. ~..J-A II/{/;=. U'..&v}l./~ ~ . I:'; ~ ['{ ( A - 1 / - ~ 7. '/1 ~/ "- I"'... /' d A , J -(' M-o.L 7 / ~ -,/._),~ y~ -~....-~ ~- ~ :~= , , ,I- ~ - -S~f ~~,~.'=-" t , /~, tr. .!L -.' .,./ . ~ ........ .., I" /b ~ L V....c. ~ ~~.. ~ v_ - I.- ... (, d/',. #,,/1 a .....,;--~ 5~A~ oG J.. V4-J-7~1l. {J. ..:..... oic~/f ~ -11-01 dO/1 . d' - ~M P'l o. -/J.. ~ ~ A I 'AfV it: . K. .Jffl. jJ, .~. " ~~ ,L.r, PYc A....,(,n ,. II,} .,' ~^_. r Q~ )1,('0" .f). a..'/-. A._' 1m.. A '/1.. .j-- v.'~ ..d- ,..--J.IJ It-,ut W\ . A.. '+ A L.<IflJ::'1v.. 17,. . +- . b'L-tn-- AftftHn"ttt-~ . O/J. _l1 .: lIAy..~ :n-- ~ ", : -J-l.J/L.t... A ~ a/!f ~ tJ. . : O'hv.2--J-'/ ~\ -" lolf-.u' rt-P f). CJtI\f.;- W'-Co(, D J/)t},DD--' '01 H.atfl ~~ ~,,~ ADDmONAL COMMENTS A ==tEfI=ii' ''].A~.? 06 Ih{ J'. J -I-- n.. j} I~_III- 11.>"\ 1\ 1/ ~ ~ tJ ,.. ic- ~ 3- b- 0 7>A.J t/ J -bi- A- ...... JI~. v C7 FOUNDATION (2ND) ROUGH FRAMING & PLUMBING INSULATION PER N. Y. STATE ENERGY CODE .H. YfJ U (13/t:J - -f,..... ,5''-<-,-'4" rL..- / . ). 7-0-' I\~.....--a:.(. A~ii'4.::ti-./12-- A.1J/_J~~ I A"j):I'71.:' t. AL,;;;. AA ,J I P jlg..l-- .J-lilA. . fM)\tO (7 ~.l:~ (\ ~~i -/J't"l ~ "/(.2-' - -I-,- ~. no V ~ ~ or :;:L.--t-L,./'j)/ ,-c~ .D.. ~ ~ t'k ~ /A' -~ _fl ...J......._t"l . _ ,:,~. ~ "(/"". (/ &. { .7 ~ .JI~_JI. J/ \)L A~# "\ ~ .~ n~" \ & c; /// . /./ ---.Jlc ,N' ~ 0' . , ~ ~ . ~"-'rl-~D~ Vf!.k'd. ^~ PI~"..;..-. '4d~. h-J--. i. jJ 'V'~ 1?~ )71.;:}p7 .p. g , V , Z 1,Jl.l2ic- / e [,n u-\.. I -I fL 14~ .; V.l/V' '3 S'I I:' ~ -0 >:e ~~ ::tl ~ ~= -t"l C( ~ -- 8 ~ ~;; -~ ........ TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.netlSouthold/ ?'//~tJ l& BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health I~ 3 sets of Building Plans ___ Planning 7d approval Survey Check-.lb ~. Septic Form / N.Y.S.D.E.C. . Trustees Contact: PERMIT NO. 1J~:~~~ Examined Approved Disapproved alc Mail to: Phone:)r17~ <230 .:S '""{'rV'o .-~ 'k: ' , . )) i~JJ [ i J I/{ 7 ,200.6 ( - . "1 I I" ISfi\Vi- [.: [^ \ I ls lLl' '-"~Ji::j i~AV e ~_ j~tICATlON FOR BUILDING PERMIT peDG DEPT _ I Date TOlN.l!.Qf50l:THQi JL-.J INSTRUCTIONS Ie. j / ~uilding Inspector Expiration M~ \I , 201l/? a.. This ~pplication MUST be completely filled iri by typewriter or in ink and subnritted to the Building Inspector with 3 sets of plans, accurate plpt plan to s~le. Fee according to schedule.. . ' , b. Plot plan showing locatio~ oflot' and of buildings on'prenrises, relationship to adjoining prenrises or public streets or aret(s, and waterways. c. The work covered by this application may not be commenced before issuance of Building Pernrit. · d. Upon approval of this application, the Building Inspector will issue a Building Pernrit to the applicant. Such a pernrit shall be kept on the prenrises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building pernrit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the pernrit for an addition six months. Thereafter, a new pernrit shall be required. ". APPLICATION IS HEREBY M1}D~tc! the )3uildipg Departmei,: f3r the issuap.\:e.o[a Buil4ing Pernrit pursuant to the Building'Zone-0rdinance of the Town of South old, Suffolk County, New York, and other'appIlcable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to adnrit w<hm;=1 ;Mp""'." P'''''',~"rn! m boil';" fm '"""or; ;~PoctiO~ ~C.-;l\Sr (Signature of applicant or name, if a corporation) ~ .lt7~rt,W;-. I VGYlM"".?rQ J lUl.1 lI'lOI (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder A f'c:::~ Ir~ Name of owner of premises Yo /?6rl.r A. M I'\C.. FI'd'I.A 18 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. I. Location of land on which proposed work will be done: ?t11J WAreA Ave. House Number Street CvTc:::/"toG-tJe' Hamlet County Tax Map No. 1000 Section-.J ?;;>Cp Subdivision (Name) Block (5 'Z Filed Map No. Lot ~ .b.t Lot . 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy V,..?......N r b. Intended use and occupancy ~Ne "",MIl..>( P We.u...tAlS-- 3. Nature of work (check which applicable): New Building X Repair Removal Demolition Addition Other Work Alteration 4. Estimated Cost 5. If dwelling, number of dwelling units t If garage, number of cars ~ (Description) Fee (To be paid on filing this application) Number of dwelling units on each floor 6. Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories ,0 Rear 8. Dimensions of entire new construction: Front G:ir6 . Height ~v · Number of Stories '2 17,. , Rear .....-. <1_' 9. Size oflol: Front .. v -~ ~ Rear c,c I , 1...11 Depth 'l'i -0 7Zo .... &~~ao IA(t~ Depth ~6c'j: " 10. Date of Purchase Name of Former Owner . 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO ')( 13. Will lot be re-graded? YES _ NO_Will excess fill be removed from premises? YES_NO_ 14. Names of Owner o~remises Name of Architect ~ii:,ptr,<aolLl~ Name of Contractor Address Phone No. Address~PhoneNo~-'Z~~ Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES V NO _ * IF YES, SOUTHOLD TOWN 'TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is thi~propertywithin 300 feet ofa 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. STATE OF NEW YORK) ss: COUNTY OF ) d TAt; j being duly sworn, deposes and says that (s)he is the applicant ame of individual signing contract) above named, (S)He is the AGfWr (~I1b-ef') (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 true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. sworn~to before me this l~ dayof~ "l) Notary Public HELENE ANN SPOTO Notary PUQlic. State of New YOl1l No.01SP5078985 Cualified in Nassau CouQ(y _ ,. Commission Expires June 2'~1 / 20~ ~ Signature of Applicant Board Of Southold .Town Trustees SOUTHOLD. NEW YORK PERMIT NO. . ~ lQ~ DATE: ..~.!'.r.:~~z..o..~.?005 ISSUED TO .......~?~~~~...~~...~:..c.~t.~~.~~.................. ............................ ........... 1\ut~nrti!aUnlt SCTM#136~2-6,7&8 Pursuant to the provisions of Chapter 615 of the laws of the State of New York. 1893; and Chapter 404 of the laws oHhe . State of New York 1952; and the Southold Town Ordinance en- titled.ffREGULAllNGAND THE,PLACING OFOBSTRUCIIQ~S IN AND ON TOWN WATERS AND PUBLIC lANDS and the REMOVAL OF SAND. GRAVEL OR OTHER MATERIAlS.f-iOM LANDS .UNDER TOWNWATERS:r. and in accordance wifhthe Resolution of The 80ard adopted at a meeting held on ....~.I'E.~"~.~.2..~! zQ9.:?..... and in consideration of the sum of $..:2..:?Q.,..9.() .... paid by .. .............~2.!:!.~.t;.!=...~.~X.!!E!i'!}.~....... ........................................................,................... of .............~.Y."........m........m.................. N. Y. end subject to. the Terms and Conditions listed on the reverse side hereof, of Southold Town Trustees authoriles and permits the fOnowing: Wetland Permit to construct a single-family dwelling ana .deck, with the condition a line of staked hay bales is placed down along the 40' non-disturbance buffer before canst. begins and no \ turf s~award of the dwelling after. const. and all as depicted 0 aU In aCcordance with the detailed specifications as presented in the originating ap'pt.cation. . survey preparea by Howard W. Young last dated 3/21/05. IN WITNESS WHEREOF. The said Board of Trustees \vIre- by causes its Corl'Orat~ ~al to be affixed, and these presents to be sulsscn'bed by a malority of the said Board as of this dat~. Artie oster. Tnuius YOUNG & YOUNG 400 Ostrander Avenue Riverhead, New York 11901 HOWARD W. YOUNG, Land Surveyor THOMAS C. WOLPERT, Professional Engineer ROBERT C. TAST, Architect RONALD E. PFUHL, Landscape Architect DOUGLAS E. ADAMS, Professional Engineer r;:;::; --1lJ0-I;~ Ii ';JL.. ' \.--.. \y' ' \"\' , ~ \ ' \ \ \: ,. \\~:.5 ~ \ 6 ~ 't::ii, "I' \I ' 'Uj\ _I \ \ L- - ~ -:-:,-':~-~'i-',",1_r.~_..-J \ .... p'f,~~" ." L--"'-" May 13, 2005 ATIN: Ms. Pat Conklin Town of Southold Building Department 53095 Main Road P.O. Box 1179 Southold, New York 11971 RE: ROBERT MAC FARlANE at Cutchogue, T/O Southold, New York (05-0029) Dear Ms. Conklin: Telephone 631-727-2303 Facsimile 631-727-0144 admin@youngengineering.com Please be advised that the crawl space slab and garage slab for the above new residence will be above elevation 8, as required. RCT/dc Enc!. cc: Robert Macfarlane vrr truly yours, I, ~ Robert C. Tast + Enc!. Planning Engineering Architecture- Land Surveying Pennit Number REScheck Compliance Certificate Checked BylDate New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release Ie Data filename: C:\Program FileslChecklREScheck\2005 _ 0029 _ MacFarland.rck PROJECT TITLE: MAC FARLANE RESIDENCE COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached I or 2 Family HEATING TYPE: Non-Electric DATE: 03/14/05 DATE OF PLANS: MARCH 9, 2005 PROJECT DESCRJPTION: PROPOSED 2 STORY RESIDENCE AND GARAGE DESIGNER/OOIJTR..\C~OR. YOUNG & YOUNG COMPLIANCE: Passes Maximum UA ~ 441 Your Home UA = 439 0.5% Better Than Code (VA) Ceiling 1: Flat Ceiling or Scissor Truss Wall I: Wood Frame, 16" o.c. Window I: Wood Frame:Double Pane Door 1: Solid Door 2: Glass Wall 2: Wood Frame, 16" O.c. Window 2: Wood Frame:Double Pane Floor 1: All-Wood JoistlTruss:OverUnconditioned Space Floor 3: All-Wood JoistlTruss:Over Unconditioned Space Gross Area or Perimeter Glazing or Door U-Factor UA Cavity Cont. R-Value R-Va1ue 1427 1175 302 21 42 1380 371 999 453 38.0 21.0 0.0 0.0 43 46 103 11 14 58 126 26 12 0.340 0.520 0.340 21.0 0.0 0.340 38.0 38.0 0.0 0.0 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications, and other calculations submitted with this pennit application. The proposed systems have been designed to meet the New Yark State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page, they are attesting that to the best of his /her knowledge, belief, and professional judgment, such plans or specifications are in corAance "thiS Code. B";I.L'DeSigner~ Date~ "(u" t-& 8.. ~~ REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release Ie DATE: 03/14/05 PROJECT TITLE: MAC F ARLANE RESIDENCE Bldg. Dept. Use Ceilings: [] 1. Ceiling I: Flat Ceiling or Scissor Truss, R-38.0 cavity insulation Comments: Above-Grade Walls: 1. Wall I: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: 2. Wall 2: Wood Frame, 16" o.c., R-21.0 cavity insulation Comments: Windows: [] 1. Window I: Wood Frame:Double Pane, U-factor: 0.340 For windows without labeled U -factors, describe featmes: # Panes_Frame Type Thermal Break? [ ] Yes [ ] No Comments: [] 2. Window 2: Wood Frame:Double Pane, U-factor: 0.340 For windows without labeled U-factors, describe featmes: # Panes_Frame Type Thermal Break? [ ] Yes [ ] No Comments: Doors: 1. Door I: Solid, U-factor: 0.520 Comments: 2. Door 2: Glass, U-factor: 0.340 Comments: Floors: 1. Floor I: All-Wood Joist/Truss:Over Unconditioned Space, R-38.0 cavity insulation Comments: 2. Floor 3: All-Wood Joist/Truss:Over Unconditioned Space, R-38.0 cavity insulation Corrunents: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be I) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. Ifnon-IC rated, the fixtme must be installed with a 3 II clearance from insulation. Vapor Retarder: [] Required on the wann-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [ Materials and equipment must be installed in accordance with the manufactmer's installation instructions. [ Materials and equipment must be identified so that compliance can be determined. [ Manufactmer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned attics or outside the building must be insulated to R-4. Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: [] All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Duct tape is not permitted. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pal. Ducts shall be supported every 10 feet or in accordance with the manufacturer's instructions. Cooling ducts with exterior insulation must be covered with a vapor retarder. Air filters are required in the return air system. The HV AC system must provide a means for balancing air and water systems. Temperature Controls: [] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Eleetric Systems: [] Separate electric meters are required for each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fITeplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system Insulate circulating hot water pipes to the levels in Table I. Circulating Hot Water Systems: [] Insulate circulating hot water pipes to the levels in Table I. Swimming Pools: [] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [] HV AC piping conveying fluids above 105 "F or chilled fluids below 55 "F must be insulated to the levels in Table 2. . Heated Water Temperature ( F) 170-180 140-160 100-130 Table I: Minimum Insulation Thickness/or Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Up to I" Up to 1.25" 1.5" to 2.0" Over 2" 0.5 1.0 1.5 2.0 0.5 0.5 1.0 1.5 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness/or HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range ( F) 2" Runouts I" and Less 1.25" to 2" 2.5" to 4" Heating Systems Low PressurefTemperature Low Temperature Steam Condensate (for feed water) Cooling Systems Chilled Water, Refrigerant, and Brine 201-250 1.0 1.5 1.5 2.0 120-200 0.5 1.0 1.0 1.5 Any 1.0 1.0 1.5 2.0 40-55 0.5 0.5 0.75 1.0 Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD. (Building Department Use Only) ,..- NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DEC PERMIT NUMBER '1-4738-02559/00002 FACILITY/PROGRAM NUMBER(S) EFFECTIVE DATE November 25, 2002 EXPIRATION DATE(S) OpERMIT Under the Environmental Conservation Law November 25, 2007 TYPE OF PERMIT. New 0 ReneWal 0 Modification 0 Permit to Construct 0 Permit to Operate o Article 15, Tille 5: Protection of Waters o Article 17, Tilles 7, 8: SPDES o Article 27, Tille 9; 6NYCRR 373: Hazardous Waste Management o Article 15, Tille 15: Water Supply o Article 15, Tille 15: Water Transport o Article 19: Air Pollution Control o Article 15, Title 15: Long Isiand Wells o Article 15, Tille 27: Wild, Scenic and Recreational Rivers o Article 23, Title 27: Mined Land Reclamation o Article 34: Coastal Erosion Management o Article 24: Freshwater Wetlands o Article 36: Floodplain Management . Article 25: Tidal Wetlands o Articles 1, 3, 17, 19, 27,37; 6NYCRR 380: Radiation Control \ o 6NYCRR 608: Weter Quality Certification o Article 27, Title 7; 6NYCRR 360: S rd W M t 01 aste anaaeme" PERMIT ISSUED TO TELEPHONE NUMBER Robert A. MacFarlane (914) 964-3000 ADDRESS OF PERMITTEE 2 Puritan Woods Road, Rye, NY 10580 . CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER Young & Younq, 400 Ostrander Avenue, Riverhead, NY 11901 (631) 727-2303 NAME AND ADDRESS OF PROJECT/FACILITY MacFarlane propertv, Stillwater Avenue, Cutchoque, NY 11935 SCTM # 1000-136-2-6, 7 & 8 COUNTY TOWN WATERCOURSE NYTM COORDINATES Suffolk Southold Euqene's Creek DESCRIPTION OF AUTHORIZED ACTIVITY; Construct a single family dwelling with attached garage, sanitary system, pervious driveway and retaining wall. Place 300 cubic yards of fill and grade. All work must be done in accordance with the attached plans stamped NYSDEC approved. By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, the General Conditions specified (see page 2 & 3) and any Special Conditions included as part of this permit. PERMIT ADMINISTRATOR: ADDRESS Geor e W. Hammarth DMG AUTHORIZED SI~TURE ../# " II~~, Brook, NY 11790-2356 November 25, 2002 Page 1 of 4 '! 'r'-7,""'C~.""'"T--:'~'-''''''~--~-- '~"",.", ,'" ..~: ,-'-''- . "~'~~ . , o i i ! , , o . SoulhollJ Town Hall 53095 Main Road P,O. Box 1179 $oJJlhold, NYH,97.1-0959, Tel. (631)765-180$ Fax 165'9064 (alt 1823)"" .',' / APPEAr~"B6ARuMEMBgR1:; fl\jlh D. Oliva, Chairworrlan G6ta,rd p, Goehrlnger Lyii)"A lorlPrs GeorgaHilming Viricenldtl8hilo , http~/soulholdwWn,n()rlhforl<.nel BOARD OF APPEALS TOWN OF SOUTH OLD FINDINGS, DeLIBERATIONS AND DETERMINATION MEETING OF JUNE 19, 2003 REeaVED f'~ JI :0#(1 ~:~ 2003 ~,'L~'./iJj ,', '. ,/J."'li/evill, ~,.~. . ~pl. No, 5259 -Estate ofMurrav Schlussel , ' "lP,roperty Location: 3085 Stillwater Avenue, Cutchogue. '€TM 1000-136"2-6,7 and 8 (combined as one lolwith 62,730+- sq. fl.total area). 'SEQAAbETERMlNATION: T,he Zoning Board of Appeals has visited the property und!'lr qansideratioo in this, application and determines thai this review.falls under the Type, II c!:at~gory of th'e Sf<l,te'sList of Actions. without an adverse effect on the environment, if 1il;i'epr'oject is implemented a'splanned. \PROPERTY FACTS/DESCRIPTION: The, applicant's 62,730 sq. ft. parcel is vacant land Wi~Ii,21 0 ft, frontage along the east side of Stillwater Avenue,' 205ft. depth along the norllisid!'l fine, 330.20 feet, along a dredged canal; and 292.95 ft. depth along the south $ide Iin~" in CutchoQue, Be' shown on the survey prepared by Young & Young January 30, 2002;lasl revised April 9,,2003. ' BASIS, QF ARPUCA1"tON: Building Department's September 24, 2002 Notice of DisapP('Q.val,cipng. S~on. 100-32 in its denial of a building permit to construct a. n~w sirl916"fllmUy dwelling, located on three parcels, totaling 62,730 sq. fl. in the Residential R40 zone Oistrict. With:a $~tback at less than the code required minimum of 50 feel ili the front yard. FINDINGS OF FACT . :fheZoning Soard of Appeals held a public hearing on this application on January 1~, '2003, February 6,2003, March 20, 2003" May 1, 2003, at which time written and or~l evidence wefe presented, and the time for written submissions was extended to June 5, 2003,~~sed upon all testimony, documentation, personal inspection of the propertY, , and other evidence, the Zoning Board finds the following faels to be true and relevant: ' AREA VARIANCE RELIEF REQUESTED: On Oclober 21, 2002. the applicant filed 'a 'reCjuest for ,a variance for the proposed location of a new dwelling on this 62,730 sq. ft. parcel at 26,24 feetfrom the front property line. : ADDITIONALINFORMATION:AMENbED RELIEF: During the February 6, 2003 and M~rch 20, 2003 pul1lic Marings, the applicant was requested to increase the setbac~s with an alternative plan that would be more in conformity to the code's front setback .;,' " , ...1"""''-'.;..'..'"''.:-.::;...,....,.. ,.,::---- ,I .... o ,ip.;g~'2'-Jrin~1~2ild3 0 '".t')\j:i~,NO. 5259- Nell Schlosser . . , '136'2,6,7,8 at CUtcltogue . .', . ,requirement. On June, 5,2003, the applicant submitted a revised plan prepared by >'"'.,,,iYoliln9&YdUjig, L.S. dated May 28,2003, fora proposed 39' wide house, with variable .;,;;. ,,: ':i,piipt~' betWeen 2Qand g5 feet, at 37.5 feeHroril the front lot line at its closest pOint, arid '........ ,;,...:....,:".i~.~ ~t\.~lZ x,15; (plu$4~:p'l<18' variable wrap:.around) OPlm deck at the south side' of ~ ., .'..:>;.'l16use41+- ft;(rcimthIHrbhtpfupei!y line. '.::I~_:"~:::,t/:,: .'c,,' i'" :"'.':" ", ,,',-.. .. . '....'- ''-:''', . . ;'.' -" ._.'0<". . . L "'''.i' '.' ."1. Gtantof tlie alteriY<itivet'elief WiU not produce an undesirable ~hange. in th~. character ,;':\...i'}t.\,';,Of~,~9hbothoed.qr>adeti1rn'en\ ti.J, nearby properti~, Th~applict!nt haQ. drigit'ialty ,;>,;,:.,,.i;>,~~pc?~a;verY lfH~^tW~t(jryhO!lse on a 62.730 liq, ft, patceL Th~ pi"ollfem1sJi'J!s :}~";':,';;"':,~~,~bardel'e? by Cl;v~sens~y'e P~~of ,^,etlaridS' adjaC$'ltlP ~tCre$k, TI1b 'it' . >'2' .,~q~lT!\lstee$,h;1~fP~cell!iCi:1~tion$Oh the J:lroPEli!ystatinglh!!libuildi1i9 area, Oil/$! ;i, . .'. ..... ':' ::~ ~('1ii9"fodt(jlM~r.bWW~ tlle:.we\latid~'a04 t~bui[dabte\al(tl" whtCh1'l)rr;es.:'I '!;'f.q,..~, ............'....~~... 6~..~.? :.:~..t:J.e......' '.'~..~.....~..~...;a.. ;.'.~,.....~...... '." ....~....b..~......~.d....~tn... tit.....tro~....:O... 'tft.:~..:th...~...~.'~.I:i..t.........r!..C0d....~.'.ri..d..rI..... O'..'!'......~..~. ,.5.0 :..~'.....~. :.J t;~...,~.l~.~......... ':."::.'1;:" .;~ ""n,\~'" .'.fhitAl.f8Niey At>I9~t'Wi~i'h;.li'Id~~iPl'i$'wjlhtl1e .:.., ....., .'~"...~,~~~_"(!, ...~.(~~ijlwid~p_.b~n,~~!i~Jri6~tiiln;!It '.~..~li/. :..... '. '.;.t.~t?f.'..h.. a.'.':~. ',.\~.~..~.'I?'e-...25.........~....6P..I.W. itI:lJ'f~. t!;.~(l<:k;..'.'.. T...~~. ht?tlrY:..~..:.... .:.~...'.............l:I<..... .~Q....: El Sg:f!!)t ian!l~~~$.b.k'i5et... b,oidk 43 feel ~ fl. ~lg!it tP~tP..'.'fl<' ci'ti'i$... .... ::n~."..WOLiJl . .,' .~\3tf:j~. the"aJlJitcillhtillsoagi'e$d to ~p. ii$ 'rituclfof the riilli;ti:'alv$gGtar.or!;;Is "'''.o&a!t\'", . '. . . '. .', " . '.''':'",~~"",t;. ,.~.,;, "~>t~~,;hanefitSOU9ht by,t~eapplicantcanno(beap,teved by some method, f,easible ~r .';, t~':iiippncant!o p'ui'liue,.otherlhan an areavauance. The applicant is restricted by the . . ',". ," .' "~.ll natUre of the parcel .l:nd the Trustees' condition for a 5() foot buffer between the .' ' . .. "'i>>&!Jai.il:ls and the ProPOS'ed hou$e. forcing him to apply for a front yard variance to t~e lillA. . . ..3.TI:1~ ~arial1cerequest~d is substantial. The alternative relief for a front yard setbapk . :grant~d at 38,teet 1s minImal for the house and permits a 24% reduction (12 feet) frol)'1 ..t/19. cool! raqufred50 ft. minimum front yard. The' altemative relief for a 43 fl; frontya(d smba'Ckfbr theapen \leck is ininimum and permits a 14% reduction (7 feet) from the .\'c&lefll'quii'ed 50 'feet .' ;it. The'difficult}iwllsself-created when the dwelling was planned and designed without cOnformitylo the current town Code reqUirements. '. 5. tHere is no evidence that the grant of the a1temative relief will have an adverse effect ',or imp'<icton physibalorenvironmenlal conditions in the neighborhood or district. . All . .COnstruction activities mustrileet the requirements of the envirOnmental agencies having ..ju(isdiCtion, under the Wetlands Permit Issued by the N.Y.S. Department of . Envirohr'nental Conservation (#14738-02559/00002) and the Southold Town Board of TruStees. .6. Grant of the al.temative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a single-family dwelling, while preserving and lJrotectlng the character of the neighborhood and the health, safety and welfare of the cOmmunity. ~ ,I *.~ . 0 .... . 'Pllg'1l3....JUile '19;200j . '.,... < '"At;pl:Nd. 52!l9c:. Neil Schlti$€iir" 13&-2-6:7,8 at Culchogue !;'.\iBF~OL.UTI9N OETIiE.BOARD: In. cpn$idering all of tryeabQVe f<ilcto~ andapplyiJ;lg.th~ ''ltbfjl~cingte'st Under"N$wYorkTown Law 267.B;rnotion was offered by Member 'Tortora, seeondedby:Member GOel1tinger, and duly carried, to D~NY the var;a{ice as applied for, as shown on the survey plan prepared by Young & Young, L.S. revised AUgust 13, 2002, and GRANt alternative relief as noted below with tI1e following conditions: 1. The selbac!Cofthe house shall be a minimum of 38 feet from the front prdperlyline. . . 2. The deci<sh<;illbe a minimum of 43 feet to the front property line. 3. The dec~$ize is limited toa maximum, width of 12feel. 4. Theho!J$esi~is limited to 25' x60' or 1500 sq. ft. Or;! the fi.rst-fl06r footprint includfQ9j tife;garage, at a maximum height 000 feet 10 the top of the ridge fro{i1natQrillgOOe. 5. The Pi'OPI!ttY' !Nj1ichconsists ofthree parcels shall be merged into one lot, as agreed; ..... . 6. Robf rui:\bff~hd. drainage shall be properly contained to drywells or leaching basins "a(id tfteet the reqiJirements of tire environmental agencie$. Final ele.vati~n~antl grading of the land shall meet the requirements of ihe building ilndbttier codes. 7. Nat~aIVeg~lion shall be preserved as much as pO$$ible with the green belt intact afil!l'sti6jecttoinspection before issuance of a Certificate of Occupancy. This action dOes not authorize or condone any current or future' use, setback or other , .... ..feature of the subjl3ctproperly that may violate the Zoning Code, other than such uses, .' setbacks and 6thede~lLii:es as are expressly addressed in this action. VOle of the BOard: Ayes; Memoer Oliva (Chairwoman, effective 10-21-03), Member toit6ra (Chairwoman, thru 10/21/03), Member Goehringer; Member Homing, and Member Orlando. This Resolution wa~.y y ad ad. 0 oppted (5-0). ~J~~ . Ruth D. Oliva. Chairwoman 12/5/03 Approved for Filing .'._. ',1_ ".:~'It,. '. ,-,: . ',;,: ~ -, ',.","-' , , o 14, tv1'~' . - ~ --- ~ .. -.. -..-'" ~ ...--, ~YV/ t7'Y CONTRACT ~ WINDOWS 8c DOOR Customer .. ,~\\ ,- \C"c-- ~ V \lI~?,\L \ . Bus. Phone: ( \ - ~ _ Bus. Fax: ( ) ~ Cellular: ( ), Home Phone: ( ) _ \ \ ~ Branch Name Phone Fax Owner: Bus. Phone: Home Phone: Oc)J ~ \Y \ ~ )--,;,f) ~ () i)~:\X :7 DHD Windows & Doors LLC 203-735A868 203-734-2851 Comments: Mull with 1/2" x 49116" Reinforcing with clips Build Jambs to 6 9116" Outside View Item No. Qty. Descriptio,n Outside View Item No. Item# 10 Location: Foyer R.O: 2' 5-314" X 4' 11-1/4" WallCond-l: 3-11/16" WaIlCond-2: 3-11116" Otv. Qty: I ~ . ..~-~. ::~7PY::? D Windows & Doors LLC 56 Pershing Drive Derby, cr 06418 203 7354868 800 522 4868 Fax: 203 7342851 BP3115D 13(0-)-- r I Order Date No. Need Date Sales Rep. Name Prepared by Payment Terms Architect Jamb Depth P.O. No. Dist. Order No. Order Type Glazing Design Pressure Branch Address City State 00100/00 00/00/00 Young & Young Non-Installed Sales Order 20.00 psf. 56 Pershing Drive Derby cr06418 Unltfrice Extended SummarY Descrintinn IJnit Price Transom over Double Hnn!! 1,035.24 A: Fixed Double-Hung, Frame:29 X 17: Architect Series, Clad, Model 3, Seacoast White (SCOOOI), IG Low-E PVB - Impact Resistant Glazing, 7/8" ILT Traditional Grille (Grille Lites Wide~03, Grille Lites High=02 ), Fins (single unit per design) B: 2941 Vent - DH Luxury Edition Double-Hung, Frame:29 X 41: Architect Series, Clad, Model 3, Seacoast White (SCOOOI), Half Vent /match Half Vent, IG Low-E PVB - Impact Resistant Glazing, Half Screen, Oil-Rubbed Bronze Hardware, 7/8" IL T Traditional Grille ( Grille Lites Wide=03, Grille Lites High Upper Sash~02, Grille Lites High Lower Sash=02), Fins (single unit per design), Missle D/Windzone 3 Upgrade ComDosite Value Added Items: 69116 X I WIDE CLEAR JAMB Extended Price 1,035.24 Printed 02106106 Contract - Page I of 2 --_..- ~~._, Project: Mac Farlane Order No.: Contract for Customer Unit Price Extended Outside View Item No. Qty. Notes: Outside .View Otv. Qty: I ~ Item No. Item# 15 LocatIon: Powder Room RO: 2' 5-3/4" X 4' 11-1/4" WaIlCond-1: 3-11116" WaIlCond-2: 3-11/16" Notes: Description EXT. - Qty 1 Summarv Descrjntion Transom over Double Hun!! A: Fixed Double-Hung, Frame:29 X 17: Architect Series, Clad, Model 3, Seacoast White (SCOOOI), IG Low-E PVB - Impact Resistant GlaZing, 7/8" ILT Traditional Grille (Grille Lites Wide=03, Grille Lites High=02 ), Fins (single unit per design) B: 2941 Vent - DH Luxury Edition Double-Hung, Frame:29 X 41: Architect Series, Clad, Model 3, Seacoast White (SC0001), Half Vent /rnatch Half Vent, IG Low-E PVB - Impact Resistant Glazing, Half Screen, Oil-Rubbed Bronze Hardware, 7/8" ILT Traditional Grille ( Grille Lites Wide=03, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Fins (single unit per design), Missle DlWindzone 3 Upgrade Comoosite Value Added Items: 69/16 X 1 WIDE CLEAR JAMB EXT. - Qty 1 Unit Price 1,035.24 Extended Price 1,035.24 I Contract - Page 2 of 15 - ----- ---- ~-~-_..----_., ~ -_..-.- -. Contract for Customer Outside View flntside View ~ Notes: gntside yiew ~ Notes: . - ----------~~-- --~-------- - ~_.~------._---------~ ----~-_.- Item No. Qty. Otv. Qty: 8 Item No. Item#20 Location: Great Room R.O: 3' 1-314" X 6' 3-1/4" WallCond-1: 3-11/16" WallCond-2: 3-11/16" Otv. Qty: 1 Item No. Item#25 Location: Den R.O: 3' 1-3/4" X 6' 3-1/4" WallCond-1: 3-11/16" WallCond-2: 3-11/16" .----- -~ .~-- --.~,,~-~--- --~.--- -------------,---------- - . --~ --------'- _ F'-"-- ~~____- ~ _7_ --------- ------- -------------. Proj ect: Mac F arlane ------'..--- Order No.: Unit Price Extended Description Summarv Descrintion Transom over Double Bune. A: Fixed Double-Bung, Frame:37 X 17: Arcbitect Series, Clad, Model 3, Seacoast White (SC0001), IG Low-E SGP - Impact Resistant Glazing, 7/8" ILT Traditional Grille (Grille Lites Wide=04, Grille Lites High=02 ), Fins (single unit per design) B: 3757 Vent _ DB Luxury Edition Donble-Bnng, Frame:37 X 57: Arcbitect Series, Clad, Model 3, Seacoast White (SCOOO\), Half Vent /match Half Vent, IG Low-E pVB - Impact Resistant Glazing, Half Screen, Oil-Rubbed Bronze Hardware, 7/8" ILT Traditional Grille ( Grille Lites Wide=04, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Fins (single unit per design), Missle D/Windzone 3 Upgrade Comoosite Value Added Items: 6 9/16 X 1 WIDE CLEAR JAMB EXT. - Qty 1 JJoi! 'Price 1,350.84 f;nmrnarv Descrintion iransom over Double Bune. A: Fixed Double-Bung, Frame:37 X 17: Arcbitect Series, Clad, Model 3, Seacoast White (SC0001), IG Low-E SGP - Impact Resistant Glazing, 7/8" ILT Tra<4!ional Grill~J Grille Lites Wide=04, Grille Lites High=02 ), Fins (single unit per design) B: 3757 Vent _ DB Luxury Edition Double-Bung, Frame:37 X 57: Arcbitect Series, Clad, Model 3, Seacoast White (SCOOO1), HaliVent /match Half Vent, IG Low-E PVB - Impact Resistant Glazing, Half Screen, Oil-Rubbed Bronze Hardware, 7/8" IL T Traditional GriUe ( Grille Lites Wide=04, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Fins (single unit per design), Missle D/Windzone 3 Upgrade Comoosite Value Added Items: 69/16 X 1 WIDE CLEAR JAMB EXT. - Qty 1 POlt Price 1,350.84 y,dendeli 'Price. 10,806.72 F,xtended Price 1,350.84 Contract - Page 3 of 15 Project: Mac Farlane Order No.: Contract for Customer Unit Price Extended Outside View Outside .View ~ Notes: Outli;ide View ~ Notes: Item No. Qty. Description Sllmmarv Descrintion Transom over Double Hune A: Fixed Double.Hung, Frame:37 X 17: Arcbitect Series, Clad, Model 3, Seacoast White (SC0001), IG Low.E SGP . Impact Resistaot Glazing, 7/8" ILT Traditional Grille (Grille Lites Wide=04, Grille Lites High=02 ), Fins (single unit per design) B: 3757 Vent. DH Luxury Edition Double.Hung, Frame:37 X 57: Arcbitect Series, Clad, Model 3, Seacoast White (SCOOOI), HalfVeut Irnatch Half Vent, IG Low.E PVB - Impact Resistaut Glazing, Half Screen, Oil-Rubbed Bronze Hardware, 7/8" IL T Traditional Grille ( Grille Lites Wide=04, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Fins (single unit per design), Missle DIW indzone 3 Upgrade Comoosite Value Added Items: 6 9/16 X I WIDE CLEAR JAMB EXT. - Qty 1 Summarv Descrintion Transom over Double Hune A: Fixed Double.Hung, Frame:37 X 17: Arcbitect Series, Clad, Model 3, Seacoast White (SCOOOI), IG Low-E SGP . Impact Resistant Glazing, 7)8" ILT Traditional Grille (9rille Lites Wide=04, Grille Lites High=02), Fins (single unit per design) B: 3757 Vent - DH Luxury Edition Double.Hung, Frame:37 X 57: Arcbitect Series, Clad, Model 3, Seacoast White (SC0001), Half Vent Irnatch Half Vent, IG Low.E PVB. Impact Resistaut Glazing, Half Screen, Oil.Rubbed Bronze Hardware, 7/8" ILT Traditional Grille ( Grille Lites Wide=04, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Fins (single unit per design), Missle DlWindzone 3 Upgrade Comoosite Value Added Items: 6 9/16 X I WIDE CLEAR JAMB EXT.. Qty I Unit Price 1,350.84 F,xtended Price 1,350.84 Otv. Qty: I Item No. Item# 30 Location: Bedroom I R.O: 3' 1-3/4" X 6' 3.1/4" WallCond-l: 3-11116" WallCond.2: 3-11/16" Otv. Qty: 2 Hem No. Item# 35 Location: Bedroom 3 R.O: 3' 1.314" X 6' 3-1/4" WallCond.l: 3-11/16" WallCond-2: 3.11116" Unit Price 1,350.84 Extended Price 2,701.68 Contract - Page 4 of 15 Contract for Customer Project: Mac Farlane Outside View Order No.: Outside View o Notes: Outside View D Notes: Item No. Qty. Description Unit Price Extended Summarv Descrintioo TJoii Price Transom over Fixed Outswinl! French Door 1,772.59 A: Fixed Casement, Frame:30 X 17: Arcbitect Series, Clad, Modell , Seacoast White (SCOOOI), IG Low-E PYE - Impact Resistant Glazing, 7/8" ILT Traditional Grille (Grille Lites Wide=03, Grille Lites High~02 ), Fins (single unit per design) B: 3082 Fixed Out-Swing French Door, Frame:30 X 81-112: Arcbitect Series, Clad, Modell, Seacoast White (SCOOOI), IG Low-E PYE - Impact Resistant Glazing, 7/8" ILT Traditional Grille (Grille Lites Wide~03, Grille Lites High~5 ), Fins (single unit per design), Performance (DP) Upgrade Summarv Deserintion nnit Price Transom over Outswinl! French Door 2,461.37 A: Fixed Casement, Frame:37 X 17: Arcbitect Series, Clad, Modell , Seacoast White (SCOOOI), IG Low-E SGP - Impact Resistant Glazing, 7/8" ILTTraditional Grille (Grille Lites Wide~04, Grille Lites High=02), Fins (single unit per design) B: Left Hinge Out-Swing French Door, Frame:37 X 81-112: Arcbitect Series, Clad, Modell, Seaco.!\!i.tWbite (SCOOOI), IG Low-E PYE - Impact Resistant Glazing, Oil-Rubbed Bronze Hardware, 7/8" ILT Traditional Grille ( Grille Lites Wide~3, Grille Lites High~05 ), Fins (single unit per design), Performance (DP) Upgrade F:xtended Price 3,545.18 F.xtended Price 2,461.37 - Item No. Item# 40 Location: Great Room R.O: 2' 6-3/4" X 8' 3-112" WallCond-1: 6-9/16" WallCond-2: 6-9/16" Otv. Qty: 2 Item No. Item# 45 Location: Great Room R.O: 3' 1-3/4" X 8' 3-1/2" WallCond-l: 6-9/16" WaI!Cond-2: 6-9/16" Otv. Qty: I Contract - Page 5 of 15 ~.....---.---~._.-~-- --- Contract for Custome'r Project: Mac Farlane Order No.: Outside View Outside .View ~ Notes: Outside View D Notes: Item No. Item No. Item# 50 Location: Dining Area R.O: 3' 1-314" X 6' 3-1/4" WallCond-1: 3-11/16" WallCond-2: 3-11/16" Item No. Item# 55 Location: Dining Area R.O: 3' 1-314" X 8' 3-1/2" WallCond-1: 6-9/16" WallCond-2: 6-9/16" Qty. Otv. Qty: 2 Otv. Qty: I Description Snmmarv Descrintion Transom over Double Hunl! A: Fixed Double-Hung, Frame:37 X 17: Architect Series, Clad, Model 3, Seacoast White (SCOOOI), IG Low-E SGP - Impact Resistant Glazing, 7/8" ILT Traditional Grille (Grille Lites Wide=04, Grille Lites High=02), Fins (single unit per desigu) B: 3757 Vent - DH Luxury Edition Double-Huug, Frame:37 X 57: Architect Series, Clad, Model 3, Seacoast White (SCOOOI), Half Vent /match Half V ent, IG Low-E PVB - Impact Resistant Glazing, Half Screen, Oil-Rubbed Bronze Hardware, 7/8" ILT Traditional Grille ( Grille Lites Wide=04, Grille Lites High Upper Sash~02, Grille Lites High Lower Sash=02 ), Fins (single unit per desigu), Missle D/Windzone 3 Upgrade Comoosite Value Added Items: 69/16 X I WIDE CLEAR JAMB EXT. - Qty I Snmmarv Descrintion Transom over Outswiot! French Door A: Fixed Casement, Frame:37 X 17: Architect Series, Clad, Modell , Seacoast White (SCOOOI), IG Low-E SGP - Impact Resistant . Glazing, 7/8" ILT Traditional Grille (Grille Lites Wide=04, Grille Lites High=02 ), Fins (single unit per desigu) B: Left Hinge Out-Swing French Door, Frame:37 X 81-1/2: Architect Series, Clad, Modell, Seacoast White (SCOOOI), IG Low-E PVB - Impact Resistant Glazing, Oil-Rubbed Bronze Hardware, 7/8" ILT Traditional Grille ( Grille Lites Wide=03, Grille Lites High~05 ), Fins (single unit per desigu), Performance (DP) Upgrade Unit Price Extended Unit Price 1,350.84 Unit Price 2,461.37 Extended Price 2,701.68 Extended Price 2,461.37 Contract - Page 6 of 15 Contract for Customer Project: Mac Farlane Order No.: Outside View Unit Price Extended Outside View ~ Notes: Outside View D Notes: Item No. Item No. Item# 60 Location: Kitchen R.O: 3' 1-3/4" X ^,- WaIlCond-l: 3-11/1u" WaIlCond-2: 3-11/16" Item No. Item# 65 Location: 2nd Fir Foyer R.O: 2' 5-3/4" X 4' 9-3/4" WallCond: 6-9/16" Qty. Otv. Qty: 2 ~ ~'U~ Otv. Qty:2 Description Summarv Descrintion Transom over Double Hunt! A: Fixed Double-Hung, Frame:37 X 17: Architect Series, Clad, Model 3, Seacoast White (SCOOOI), 1G Low-E SGP - Impact Resistant Glazing, 7/8" ILT Traditional Grille (Grille Lites Wide=04, Grille Lites High=02), Fins (single unit per design) B: 3741 Vent - DH Luxury Edition Double-Hung, Frame:37 X 41: Architect Series, Clad, Model 3, Seacoast White (SCOOOI), Half Vent lmatch Half Vent, IG Low-E PVB - Impact Resistant Glazing, Half Screen, Oil-Rubbed Bronze Hardware, 7/8" IL T Traditional Grille ( Grille Lites Wide=04, Grille Lites High Upper Sash~02, Grille Lites High Lower Sash=02 ), Fins (single unit per design), Missle D/Windzone 3 Upgrade Composite Value Added Items: 69/16 X I WIDE CLEAR JAMB EXT. - Qty I Unit Price 1,261.95 Summary Descrintion Unit Price 2957 Vent - DH Luxury Edition Double-Hung, Frame:29 X 57: 774.42 Architect Series, Clad, Model 3, Seacoast White (SCOOOI), Half Vent lmatch Half V ent, IG Low-E PVB - Impact Resistant Glazing, Half Screen, Oil-Rubbed Bronze Hardware, 7/8" ILT Traditional Grille ( Grille Lites Wide=03; Grille Lites High Upper Sash=02, Grille Lites High Lower Sash~2 ), Fins (single unit per design), Missle D/W indzone 3 Upgrade Extended Price 2,523.90 Rxtended Price 1,548.84 Contract - Page 7 of 15 Contract for Customer Project: Mac Farlane Order No.: Outside View Outside .View ~ Notes: Outside View D Notes: Item No. Item No. Item# 70 Location: 2nd Fir Foyer RO: 3' 1-314" X 6' 11-114" WaIlCond-l: 3-11/16" WaIlCond-2: 3-11/16" Item No. Item# 75 Location: Den R.O: 3' 1-3/4" X 4' 9-3/4" WallCond: 6-9/16" Qty. Otv. Qty: I Otv. Qty:3 Description Summarv Descrintion Transom over Double Hune: A: Fixed Donble-Bung, Frame:37 X 25: Architect Series, Clad, Model 3, Seacoast White (SCOOO I), IG Low-E SGP - Impact Resistant Glazing, 7/8" ILT Traditional Grille (Grille Lites Wide~, Grille Lites High~2), Fins (single unit per design) B: 3757 Vent - DB Luxury Edition Double-Bung, Frame:37 X 57: Architect Series, Clad, Model 3, Seacoast White (SCOOOI), Half Vent /match HalfYent, IG Low-E PVB -Impact Resistant Glazing, Half Screen, Oil-Rubbed Bronze Hardware, 7/8" ILT Traditional Grille ( Grille Lites Wide=04, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash~02 ), Fins (single unit per design), Missle DlWindzone 3 Upgrade Comoosite Value Added Items: 6 9/16 X I WIDE CLEAR JAMB EXT. - Qty I Summarv ne.~crintion 3757 Vent _ DB Lnxury Edition Double-Bung, Frame:37 X 57: Architect Series, Clad, Model 3, Seacoast White (SCOOOI), HalfYent /match HalfYent, IG Low-E PVB -Impact Resistant Glazing, Half Screen, Oil-Rubbed Bronze Hardware, 7/8" ILT Traditional Grille ( Gillie Lites Wide~04, Grille Lites High Upper Sash~02, drille Lites High Lower Sash~02 ), Fins (single unit per design), Missle DlWindzone 3 Upgrade Unit Price Extended Unit Price 1,399.02 Unit Price 868.41 Rxtended Price 1,399.02 Extended Price 2,605.23 Contract - Page 8 of15 ~.._~ Contract for Customer Project: Mac Farlane OutsideYiew Order No.: Outside View D Notes: Outside View D Notes: Outside View D Notes: Item No. Item No. Item# 80 Location: Bedroom 1 R.O: 3' 1-3/4" X 4' 9-3/4" WallCond: 6-9/16" Item No. Item# 85 Location: Bedroom 3 R.O: 3' 1-3/4" X 4' 9-3/4" WallCond: 6-9/16" ... Item No. Item# 90 Location: Bedroom I R.O: 2' 1-3/4" X 4' 9-3/4" WallCond: 6-9/16" Qty. Otv. Qty: 3 Otv. Qty: 2 Otv. Qty: 2 Description Summarv Descrintion 3757 Vent - DH Luxnry Edition Double-Hung, Frame:37 X 57: Architect Series, Clad, Model 3, Seacoast White (SCOOOl), Half Vent /match Half Vent, IG Low-E PVB - Impact Resistant Glazing, Half Screen, Oil-Rubbed Bronze Hardware, 7/8" ILT Traditional Grille ( Grille Lites Wide=04, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Fins (single unit per design), Missle DlWindzone 3 Upgrade SlImmarv ne.l\crintion 3757 Vent - DH Luxury Edition Double-Huug, Frame:37 X 57: Architect Series, Clad, Model 3, Seacoast White (SCOOOl), Half Vent /match Ha1fVent, IG Low-E PVB - Impact Resistant Glazing, Half Screen, Oil-Rubbed Bronze Hardware, 7/8" IL T Traditional Grille ( Grille Lites Wide=04, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02), Fins (single unit per design), Missle DlWindzone 3 Upgrade Summarv Descrintion 2557 Vent - DH Luxury Edition Double-Hung, Frame:25 X 57: Architect Series, Clad, Model 3, Seacoast White (SCOOOI), Ha1fVent /match Half Vent, IG Low-E PVB - Impact Resistant Glazing, Half Screen, Oil-Rubbed Bronze Hardware, 7/8" ILT Traditional Grille ( Grille Lites Wide=03, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Fins (single unit per design), Missle DlWindzone 3 Upgrade Unit Price Extended Unit Price 868.41 Unit Price 868.41 Unit Price 768.72 Rxtended Price 2,605.23 Extended Price 1,736.82 Extended Price 1,537.44 Contract - Page 9 of 15 Contract for Customer Project: Mac Farlane Order No.: Outside.Yiew Outside View D Notes: Outside View D Notes: Outside View D Notes: Item No. Qty. Description Summarv nescrintion 3747 Vent - DH Lnxnry Edition Donble-Hung, Frame:37 X 47: Architect Series, Clad, Model 3, Seacoast White (SCOOOI), Half Vent /match Half Vent, IG Low-E PVB - Impact Resistant Glazing, Half Screen, Oil-Rubbed Bronze Hardware, 7/8" ILT Traditional Grille ( Grille Lites Wide=04, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Fins (single unit per design), Missle DlWindzone 3 Upgrade Summarv ne~rintion Fixed Donble-Hung, Frame:23 X 25: Architect Series, Clad, Model 3, Seacoast White (SCOOOI), IG Low-E SGP - Impact Resistant Glazing, 7/8" ILTTraditional Grille (Grille Lites Wide=02, Grille Lites High=02), Fins (single unit per design) -~ Unit Price Extended Unit Price 809.85 Unit Price 414.02 SummarY Descrintion Unit Price 3747 Vent - DH Luxnry Edition Donble-Hung, Frame:37 X 47: 809.85 Architect Series, Clad, Model 3, Seacoast White (SC0001), Half Vent /match Half Vent, IG Low-E PVB -Impact Resistant Glazing, Half Screen, Oil-Rubbed Bronze Hardware, 7/8" ILT Traditional Grille ( Grille Lites Wide=04, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Fins (single unit per design), Missle DIW indzone 3 Upgrade Rxtended Price 1,619.70 Extended Price 414.02 ... Rxtended Price 809.85 Otv. Qty: 2 Item No. Item# 95 Location: Master Bath R.O: 3' 1-314" X 3' 11-314" WallCond: 6-9/16" Otv. Qty: 1 Item No. Item# 100 Location: Master Bath R.O: l' 11-3/4" X 2' 1-314" WallCond: 6-9/16" Otv. Qty: I Item No. Item# 105 Location: Master Bath R.O: 3' 1-3/4" X 3' 11-314" WallCond: 6-9/16" Contract - Page 10 oflS --- --- ----~..,.....--...............--" - Contract for Customer ----,~~------ ------~-- ----,---~--- Proj ect: Mac F arlane Order No.: Outside View Outside View D Notes: Outside View Notes: Outside View D Notes: Item No. Qty. Unit Price Extended Description Summarv Descrintion 4557 Vent - DB Luxury Edition Single-Bnng, Frame:45 X 57: Architect Series, Clad, Model 3, Seacoast White (SCOOOl), Half Vent /match Half Vent, IG Low-E PVB - Impact Resistant Glazing, Half Screen, Oil-Rubbed Bronze Hardware, 7/8" ILT Traditional Grille ( Grille Lites Wide='04, Grille Lites High Upper Sash~02, Grille Lites High Lower Sash~02), Fins (single uuitper design), Missle DlWindzone 3 Upgrade Unit Price 915.28 'Extended Price 915.28 Extended Price 715.86 Extended Price 715.86 Otv. Qty: I Item No. ltem# 110 Location: Bedroom 2 R.O: 3' 9-3/4" X 4' 9-3/4" WallCond: 6-9116" Otv. Qty: I Item No. Item# 115 Location: Bedroom 3 RO: 2' 5-3/4" X 3' 1I-314" WallCond: 6-9/16" Otv. Qty: I Item No. Item# 120 Location: Bath 3 R.O: 2' 5-3/4" X 3' 11-314" WallCond: 6~9116" SummarY Descrintion IJnit Price 2947 Vent - DB Luxury Editiou Double-Bung, Frame:29 X 47: 715.86 Architect Series, Clad, Model 3, Seacoast White (SCOOOl), Half Vent lmatch Half Vent, IG Low-E PVB -Impact Resistant Glazing, Half Screen, Oil-Rubbed Bronze Hardware, 7/8" ILT Traditional Grille ( Grille Lites Wide=03, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash~02), Fins (single unit per design), Missle DIW indzone 3 Upgrade Summarv Descrintion 2947 Vent - DB Luxury Edition Double-Bung, Frame:29 X 47: Architect Series, Clad, Model 3, Seacoast White (SCOOOl), Half Vent lmatch HaUVent, IG Low-E PVB - Impact Resistant Glazing, Half Screen, Oil-Rubbed Bronze Hardware, 7/8" ILT Traditional Grille ( Grille Lites Wide~03, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash~02 ), Fins (single unit per design), Missle DlWindzone 3 Upgrade Unit Price 715.86 Contract - Page 11 of15 Contract for Customer Project: Mac FarlOlle ----~~~-.--" Order No.: Outside. View Outside View D Notes: Outside View D Notes: Outside .View ~ Item No. Qty. Description Unit Price Extended Summarv Descrintion Unit Price 2947 Vent - DH Luxnry Edition Double-Hnng, Frame:29 X 47: 715.86 Architect Series, Clad, Model 3, Seacoast White (SCOOOI), Half Vent lmatch Half Vent, IG Low-E PVB - Impact Resistant Glazing, Half Screen, Oil-Rubbed Bronze Hardware, 7/8" IL T Traditional Grille ( Grille Lites Wide~03, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash~02 ), Fins (single unit per design), Missle DlWindzone 3 Upgrade Summarv Descrintion Unit Price 3747 Vent - DH Lnxnry Edition Double-Hnng, Frame:37 X 47: 809.85 Architect Series, Clad, Model 3, Seacoast White (SCOOOI), Half Vent lmatch Half Vent, IG Low-E PVB - Impact Resistant Glazing, Half Screen, Oil-Rubbed Bronze Hardware, 7/8" ILT Traditional Grille ( Grille Lites Wide~04, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash~02 ), Fins (single unit per design), Missle DlWindzone 3 Upgrade Summarv ne~crintion Transom over Double Hunl! A: Fixed Donble-Hung, Frame:29 X 17: Architect Series, Clad, Model 3, Seacoast White (SCOOOJ), IG Low-E PVB - Impact Resistant Glazing, 7/8" ILT Traditional Grille (Grille Lites Wide=03, Grille Lites High=02), Fins (single unit per design) B: 2957 Vent - DH Luxury Edition Double-Hnng, Frame:29 X 57: Architect Series, Clad, Model 3, Seacoast White (SCOOOI), Half Vent lmatch Half V ent, IG Low-E PVB - Impact Resistant Glazing, Half Screen, Oil-Rubbed Bronze Hardware, 7/8" ILT Traditional Grille ( Grille Lites Wide=03, Grille Lites High Upper Sash=02, Grille Lites High Lower Sash=02 ), Fins (single unit per design), Missle DlWindzone 3 Upgrade Comnosite Valne Added Items: 6 9/16 X I WIDE CLEAR JAMB Unit Price 1,124.14 Extended Price 715.86 Extended Price 809.85 Extended Price 3,372.42 Item No. Otv. 1tem# 125 Qty: I Location: UIS Hall BR 3 - BR 2 R.O: 2' 5-3/4" X 3' 11-3/4" WallCond: 6-9/16" Otv. Qty: I Item No. 1tem# 130 Location: Master Bath R.O: 3' 1-314" X 3' 11-3/4" WallCond: 6-9/16" Otv. Qty: 3 Item No. 1tem# 135 Location: Garage R.O: 2' 5-3/4" X 6' 3-1/4" WaIlCond-1: 3-11/16" WaIlCond-2: 3-11/16" Contract - Page 12 of 15 . Contract for Customer Project: Mac Farlane ~~~~- -~.~~.......... Order No.: Outside View . Item No. Notes: Outside View ~ Notes: Outside View Notes: Qty. Otv. Qty: 2 Item No. Uem# 140 Location: Garage R.O: 3' 1-314" X 4' 11-1/4" WaIlCond-l: 3-11/16" WaIlCond-2: 3-11/16" Item No. Uem# 145 Location: Otv. Qty: 3 Description EXT. - Qty I Summarv Descrintion Transom over Double Hune A: Fixed Double-Hung, Frame:37 X 17: Architect Series, Clad, Model 3, Seacoast White (SCOOOI), IG Low-E SGP - Impact Resistant Glazing, 7/8" ILT Traditional Grille (Grille Lites Wide~04, Grille Lites High=02 ), Fins (single unit per design) B: 3741 Vent - DH Luxury Edition Double-Hung, Frame:37 X 41: Architect Series, Clad, Model 3, Seacoast White (SCOOO I), Half Vent lmatch HalfVen~ IG Low-E PVB - Impact Resistant Glazing, Half Screen, Oil-Rubbed Bronze Hardware, 7/8" ILT Traditional Grille ( Grille Lites Wide~4, Grille Lites High Upper Sash~02, Grille Lites High Lower Sash~2 ), Fins (single unit per design), Missle D/Windzone 3 Upgrade ComDosite Value Added Items: 6 9/16 X I WIDE CLEAR JAMB EXT. - Qty I Summarv Descrintion -0-- -_. OCSL0025: Hurricane Mullion Anchor (pkg 25) Unit Price Extended Unit Price 1,261.95 lTTTit-'Price 202.18 Kxtended Price 2,523.90 F.xtended Price 606.54 Contract - Page 13 of 15 Contract for Customer Project: Mac Farlane Order No.: Outside View Item No. Unit Price Extended Qty. Outside View Otv. Qty: 1 Item No. Item# 150 Location: Notes: Outside View Item No. Item# 155 Location: Otv. Qty: 1 Notes: Outside View Otv. Qty: 6 Item No. Item# 160 Location: Notes: Description Summary Descrintion 144 Mullions/Clips, Length:: 112" x 4-9/16" Reinforcing Mull (#OA6K), Summary Descrintion 96 Mullions/Clips, Length:: 112" x 4-9/16" Reinforcing Mull (#OA6K), Summarv Deserintion 144 Mullions/Clips, Length:: 1/2" x 3-9/16" Reinforcing Mull (#OA6G), Thank You For Purchasing Pella Products Unit Price 45.79 Extended Price 45.79 Unit Price 30.53 F.xtended Price 30.53 Unit Price 37.06 Extended Price 222.36 Contract - Page 14 of 15 Pronosa] i Contract,Conditions 1. GENERAL a) This Proposal / Contract is between the Customer, as indicated berein, (referred 10 as the "Buyer") and tbe DHD Windows & Doors LLC. (referred to as the "Seller"). b) This Proposal/Contract shall remain open for 30 days, after which it shall be void at Seller's option. A Proposal shall become a Contract when it is executed by the Buyer and accepted by the Seller. c) The Buyer agrees that the product{s) and the conditions set forth herein supersede over all previous representations, specifications, terms or other documents issued by the Seller or irs' employees, either written or oral and any purchase order, or other documents issued by the Buyer either before or after this contract d) The Buyer agrees not 10 bold the Seller responsible for incidental damages that may result from the breach on the sale of produc~s) pursuant to this ProposaI/Contrac~ & consequential damages will be limited to One Hundred Dollars. e) This Proposal! Contract will be construed in accordance with the laws oftbe State ofConnecticul In tbe case oflitigation the Buyer agrees to waive tbe right to venue and agrees that any sucb case shall be tried in the appropriate court having jurisdiction in the County of New Haven,State of Connecticut, or the U.S. Federal District Court for the District of Connecticut. The prevailing party in such litigation shall be entitled to recover reasonable attorneys fees including those on appeal. 2. PAYMENT a) The Buyer agrees that the need date is a realistic estimate of when the produc~s) is! are to be delivered. On this date the Seller may invoice the Buyer for any outstanding balance, and payment will be due according to the payment terms of this contract. b) The Buyer agrees not to withhold payment for any item that is backordered or damaged in shipment, provided the Seller acknowledges such deficiency and provides tbe Buyer with assurances of irs' undertaking to remedy the same. c) The Buyer agrees to pay a finance charge of I Yz% per month, 18 % per annum, for all moneys due which are not paid in accordance with the payment terms of this contract. d) The buyer agrees that payment discounts do not apply when paying with a credit card. e) The buyer agrees that if paying by credit card tbat authorization is granted to the sell.:r to debit tbe buyers credit card by signing this contract D No C.O.D. Deliveries. 3. CHANGES a) The Buyer agrees that the product(s) listed herein are correct and final b) The Buyer agrees that the product cannot be changed, returned, or canceled. Customer Date DHD Windows & Doors LLC Date Credit Card Authorization Signature Authorization Date 4. DELIVERY a) The Buyer agrees to accept delivery in such installments as the Seller may make and not to hold the Seller liable for any claims resulting from delays in delivery. b) The Buyer agrees that the product can be delivered without the Buyer being present and agrees to accept the Seller's shipping documents as proof of delivery. c) The Seller agrees to deliver the product{s) to a single location on the ground floor at the Ship-To address listed above, provided that the delivery site is accessible by the Seller's delivery vehicle. d) The Buyer agrees not to hold the Seller responsIble for any damage to driveways, sidewalks, trees, and overhead wires caused by the Seller's delivery vehicles. e) The Buyer agrees to examine the product{s) upon delivery, and within 7-days after delivery, provide the Seller notice in writing ofaDY discrepancy between the product(s) ordered aDd the product(s) delivered. If the Buyer does not provide notice within tbe 7-day period, the Buyer waves any rights of rejection and accepts the product(s) as is. 5. INSTALLATION a) The Buyer understands that installation is not included unless specifically stated herein. b) The Buyer agrees to install the product in accordance with applicable building codes and good construction practices. Detailed installation instructions are available from the Seller upon written request 6. FINISIllNG a) "In home" touch-ups of the fmisbing are Dot available. b) Pella offers no wamnty on the pamt fmisb; only paint manufacturer warranties apply to finish. 7. WARRANTY a) The Buyer understands that the Product Warranty, if any, is provided by the Product Manufacturer and that a copy of the warranty, ifaDY, will be provided upon written requesl b) The Buyer understands that the Laminated Glass Warranty, if any, is provided by the Laminated Glass Manufacturer and that a copy, ifany, will be provided upon written request. c) There are NO Warranties which extend beyond the description an the face hereof Tbis Exclusion includes, but is not limited to, implied warranties of merchantability or fitness for a particular purpose. Taxable Subtotal $ 56,924.46 Sales Tax at 8.6200% 4,909.73 Non-taxable Subtotal 0.00 Total $ 61,834.19 Deposit Received $ 0.00 Contract - Page 15 of 15 N Young & Young Ong. 400 Ostrander Avenue, Riverhead, New York 11901 ¢ 631-727-2303° b„as Atden W Young, P.E. -& L.S. (1908-1994) a'B` \� Howard W. Young, Land Surveyor \ �yf6 et 6P+ \ Thomas C. Walyert, Profeakonat Engineer �3�" OC a0 ' \ Robert C. Tast, Architect 3 WETLANDS LINE AS FLAGGED BY Ot �O OGC \ JEFFREY L. SEEMAN, R.E.M. COASTAL oe W E ENVIRONMENTAL CORP. ON APRIL 4, 2000 HEALTH DEPARTMENT USE a SUFFOLK C011NTY DEPAR'fNENTOF HEALTH SERVICES .°r oK, Q j o�\scam COt gQ ryph 93200y w or former/ - PERMITFOR AYP"EtOV.4L OFCONSTAUL7'[QN FORA F 6-11 E FAMILY RESIDENCE ONLY DQ 0 t5 Ale 100 y ChrlStihe I DATEN121 � EIS {�1� . po -s1 °WELL S of Q . ro OM1, 00' Aho , APPROVED 3$g / \ O �, , Cret9 h �Oq OF N FI EDE MAPS SHOWN MS C�oG Oen °`o°c\ _ of 8 Ory° ^ S )00p50" o 7==yEAASFROMDAT80FAPMW1* 14 b� SHORE OF DREDGED CANAL r e3Gj OgfOcep los 66" JAN 9 2N3 - Rev. (b Db CgNgC S ' ee >62o'So„ e EUGENE'S PROPOSED "W4�R CREEK5z �q RETAINING WALL 72354, PROPOSED CERTIFICATION 8 PROPOSED C O e ° a k4jWATER SERVICE `a. ° - g' 'VLxc Oe • THE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES SHOWN `z"a HEREON COMPLY WITH THE STANDARDS AND REQUIREMENTS OFA^`5 THE SUFFOLK COUNTY DEPARTMENT OF HEALTH N� �. SERVICES. ur- -_.__y`h`•T` g°ew�: �.ra=.. - .a _.,, _ A _ carr y�° tY� "a\-- - •- ' ==.'.Fti�_,=- `�` of 8 /. ; r - � i• Approved i. _raance with fDsrd oftaw - SOF EbV Rev' q y0 l ; ,a P i' detenn((ktt date 6 ��Q• 5C WOE 5 32 off 9P \sr , - $. / "om� • Y= 9 10 Ix HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893n d'' - b. 4g3 0 -a-------- e5 i THOMAS C. WOLPERT, N.Y.S. P.E. NO. 61483 SOb i' SSIONP PROPOSED e, a� I weu i, SANITARY /` O� � y _ t �r.H. P,0 p a9 SYSTEM \��l l//� _�.� - .AGO Ja i• O f 2R - ' _ - 6�_- / _ ON-l / Gent SURVEYORS CERTIFICATION §� j PROPOSED LOC. OF F O `x HOUSE & GARAGE 1 O' ` i �( Rf / y0 • WE HEREBY CERTIFY TO ROBERT A. MAG FARLANE g % (3-4 BEDROOM) 1 `•� '�00• /' THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE4�� F.F. EL=14.00 a \� i 11 n `q\ J6° / t /' CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW �3y` / G.F. EL=12.50 I -1 `. 2If B.F. EL=5.00 1r `. >TO s0 pPp °°O / e\0 / oa ,r i_ YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, n8pe 50' WETLAND SETBACK LINE - $,P4PAy1N )) ./' Q PROPOSED LIMIT OF CLEARING x s 'rO„ 5 ,•'< / r3 -- _ ' . �e'`Fi W I,nny-0^ PLACE HAYBALES AND SILT 41GO, L FENCE DURING CONSTRUCTION aw 9y, ZONE AE BASE (EL=B) AS SHOWN HEREON I__�Li HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 WELL ! O� ye 45898 a 09 tir 40� i' AS COINCIDENT WITH THE 8 CONTOUR T,1 - - - sELANDS SURVEY FOR ROBERT A. MAC FARLANE NIS TEST HOLE % s a DEC. 2, 1999 SANITARY DETAIL LOT 80,- -81, 82, 83 & Part of 84 �ME G,",,,9h N.Ts. "MAP OF SECTION 2', PROPERTY OF M. S. HAND" DARK BROWN % 2r svb SO.+cc= �h �gNg SAN(p1)°PM ° o ss At 'Cutcho ue, Town of Southold "'"ta 0.5' / yS Cr F PROPOSED 9 ONDWN LOAMY ys, AOM'£ Suffolk' County, New York (SMI g /' P,ry EF EL-14.0 weu EI-IZO EL-11.4 FLgaJ a 1000 136 02 06 P.14E GN.. O 2.M p 1'MIA. END TO 1 A. 1000 136 02 07 NOTE 1/e•:r— T�P,� County Tax Map JULIO 1000 secImD 136 siock 02 roe 08 mnxsE sexO R Er-1z e.e' AREA = 1,4401 ACRES OR 62,730 S0. FT. IT Rz - o e•MIA. E ez Y " IE a, BUILDING PERMIT SURVEY • SUBDIVISION MAP "MAP OF SECTION 2, PROPERTY OF M.S. _ wATHAND" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY T e•-O• u az 0 ,N'ALE IDES. ,N To O ON MAY 12, 1939 AS MAP N0. 1280. NOTE U, MIN c°msE SONO (RA) gPnc inGK • VERTICAL DATUM = N.G.V. DATUM (Id.S.L. 1929) cnauxu WATER EL-1 20 ISD • ZONE USE DISTRICT = R-40 • APPROXIMATE 200 CU YDS. OF CLEAN FILL IS REQUIRED — _ _ _ _ TO FACILITATE THE PROPOSED IMPROVEMENTS, rola luallxc • FLOOD INSURANCE RATE MAP NUMBER 36103C 0163 C LAST (n) e' MA, 3f DEEP POOLS sn i DATED MAY 4, 1998. 3 +3.41 a EX151Ne SPOT ELEMenONS MAP PREPARED JAN. 30, 2002 MF ---e--- - Exrsnx° CONTOURS a5 —9— = Px°P°sm C°NTGuRs €Rb (e5) = PROPOSED SPOT ELEVATIONS SCALE 1" = 40' B!b" CI' = MONUMENT SET ■ MONUMENT FOUND A STAKE SET ♦= STAKE FOUND JOB NO, 2001-0505 BF oa DWG. 2001050,5-bp ss3 ' � 3llSe Young & Young "g 400 Ostrander Avenue, Riverhead, New York 11901 yFys� N63 1-727-2303 Howard W. Young, Land Surveyor Thomas C.ot, Professional Engineer Rbert C. Trite Archit..t Ronald E. Pfuhl, 9h€ &�. Lan Architect Douglas E. Adams, Professional p ge Engineer 6 at y at WETLANDS LINE A5 FLAGGED BY h JEFFREY L. SEEMAN, R.E.M. COASTAL a€� i --\ ENVIRONMENTAL CORP. ON APRIL 4, 2000 yy8 / / crit\ O 200E Chrls��e q�Ormera�` c nn / / pt 8c��,U oopo Grets�h ���a o� vo h0� NOTES r ry0 S7p, AREA = 1.4401 ACRES e OR 62,130 50. FT. / /DAF /0 % DGS` 6'66' qpF GREEK AS SHOWN • SUBDIVISION - "MAP OF SECTION 2, PROPERTY OF M. 5. HAND" i' Ir ON FILED D MAP FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON °e 576° SHORE OF DREDGED CANAL MAY 12, 1939 AS MAP NO 1280. lI 111 P \\\ p�� p SO°E " 11MI �I I' R µ O VERTICAL DATUM = N6.V DATUM (MSL 1929) II{I� , ill 12,9 s4, G�rt� S�� •�`` re; MEN') ° , , ' , ,1,1111 I 11, )* I t --- -- C 0 _ '�,�II:�yI { ' tjl U1 ' �-' 11I IA d I 7 - - - "c EYORS CERTIFICATION d6 ;n� dI II111I,iil % i •� ' � ry9y , � ,h1f�tF 'I t�i' ,Q�� 40� A� % /' • WE HEREBY CERTIFY TO ROBERT A. MAC FAR LAN E, Re % � •iI III f �'II 4111 + 1S iJ(ili 1 P/ Ary i NORTH FORK BANK FIRST AMERICAN TITLE 0 INSURANCE &COMPANY THAT THIS SURVEY WAS \0 PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE fid• FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE h R ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ��p>• NEWY oE yNV�. YII{1 -4)1 �1 C ej I 1Ir i 1 �i '�L % C 6 % o s��llfi fid % V / �'�J � �� ♦ IUI 4'rl I I Q 0 �Y HOWARD W. YOUNG, N.Y.S. LS NO. 45893 ;� A / 50' WETLAND@��S " ' �'. /" SURVEY FOR SETBACK LINE ROBERT A. MAC FARLANE LOT 80, 81, 82, 85 4 Part Of 84 i 9a I ZONE AE BASE (EL=B) AS 5HOWN "MAP OF SECTION 2, PROPERTY OF M. 5. HAND" or / CONTOUR 5 COINCIDENT WITH THE 8ifie i At Gutchogue, Town of Southold R i Suffolk Govnty, New York R 1000 136 02 O6 1000 136 02 01 I County Tax Map cLo-lctI000 B v° 136 BII 02 I.et 05 i" i" FOUNDATION LOCATION SURVEY ADDED FOUNDATION ELEVATIONS DEO. 21, 2005 MAP PREPARED DEG. 12, 2005 SCALE: I"=40' a £ JOB NO. 2001-0505 FL oop p=rnrora+r ssr .raunB+r Faxo Q=sr,.Ke ssr �=suss pw,m c=c"firmer ro.noov Ouse s-srwv ce=ceutie smwuice DWG. 2001_0505_foundatlon_loe a B Young & Young X16' 400 Ostrander Avenue, Riverhead, New York 11901 y��€ � A,,, 631-727-2303 MVV Howard W. Young, Land Surveyor (. 23 2005 J! I~ `I ..1� Thomas C. Wolpert, Professional EngineerRobert C. T.st, Architect v�j Ronald E. T , Landscape Architect Douglas E. Adams, Professional g xg ErSgireeer I T o W E PIE$ PE$ S i WETLANDS LINE AS FLA66ED BY b '\ JEFFREY L. 5EEMAN, R.E.M. COASTAL ey� / •\ ENVIRONMENTAL CORP. ON APRIL 4, 2000 tee 111c,0. s ggf§ 0�' x 39 ?, Chry oW or g / <ko o�U /oho ry GretsG a�ag , \ 0(7 / r0 . Oq' s NOTE g AREA = 1.4401 ACRES OR 62,?90 S0. PT. /p6.66' ¢OF GREEK AS SHOWN • SUBDIVISION - "MAP OF SECTION 2, PROPERTY OF M. 5. HAND" C I, {I LLI C,q ON FILED MAP FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON o 576°2 SHORE OF DREDGED CANAL MAY 12, 1999 AS MAP NO. 1260. � ° O5p„ , EUGENEIS 14110 'vi;Illi OI• : 8 R .00 A� I * � HUF `wt .0` \• 1ii,!;;');t�l l l'I I';I' / SURVEYOR'S CERTIFICATION u �, I'h ;l �? ;- °� h % WE HEREBY CERTIFY TO ROBERT A. MAC FARLANE, 6 ° ` 0 `�I * } I / Ary. NORTH FORK BANK 6 FIRST AMERICAN TITLE p' �„ h" i ` i� � "j li4r1111' ry / / / I N B 4 RAN C E C O M PANY THAT THIS SURVEY WA5 �' �. I° �+� _ i ,LFII, ' � �1: -�'f!I � /� "tI j �'{I PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE ba�u• J FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE bj f 11 S 61 ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. �7tX;r^7"`,� LL{I % S �YyyN .IE�I / GAA 60/I 4 /- Is/�• ,� p o��;r :) X I 'St rN U 6 N HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 <,< �6A LA 50' WETLAND T SETBACK LINE s' ',�_%�i �!" / i SURVEY FOR / ROBERT A. MAG FARLaNE �eb / LOT 80, 81, 82, 83 4 Part of 84 $ w ZONE AS BASE (EL-5) A9 5HOAN "MAP OF SECTION 2, PROPERTY OF M. 5. BAND" CID $ HEREON AS OINCENT WITH THE 5 e6 s CONTOUR At Cutchogue, Town of Southold Suffolk County, New York 1000 196 02 06 1000 196 02 OR county Tax Map n;.o-mt1000 sealen 136 am°k 02 Let OB i' FOUNDATION LOCATION SURVEY i• o i % MAP PREPARED DEG. 12, 2005 SCALE: 12001-0505 FL p-nm,metr xr -no¢ xr samo A-.Tn — A=e,rre"xv c-cw r ec-searo.¢a 5-5— ce-sews e� c D NO. 2001 DWG. 2001_0505_foundatlon_lac � Young & Young SO 400 Ostrander Avenue, Riverhead, New York 11901 e� 631-727-2303 �g,� N yor bya Howard W. Young, Land Surue €.e Thomas C. Wolpert, Professional Engineer 0 Robert C. Tast, Architect " Ronald E. Pfuhl, Landscape Architect € Douglas E. Adarns. Professional Engineer 5ANITARY MEA5UREMENT5 0 �.. A 5 W E S.T. 25' 2T' G.P. 1 2T' 39' G.P. 2 36' 31' S / G.P. S 48 2T' -'\ WETLAND5 LINE AS FLA65ED BY E JEFFREY L SEEMAN, R.E.M. COASTAL $u ENVIRONMENTAL CORP. ON APRIL 4, 2000 S / �A e� / sg4 yQrb no s�q \� 0 or h' or �Qne forme s / k0C c05 4C F Re 1/0r/S / 04 V vo0 ,(1 0000, GQb e Tr -42 Ust i % c0 \O \ °r NOTE5 A A 111 01 A Rga o�o°J \ yo ° S>o°ooh FU6�NE S GREEK OR 62, FT. i / 1,' /� rD6�D 06.66' tE OF GREEK AS 5HOAN • 5UBDIVISION - "MAP OF 5EC71ON 2, PROPERTY OF M. 5. HAND" 1111„t C,g 9 ON FILED MAP FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON I to L, 76° SHORE OF DREDGED CANAL $O,E MAY 12, 1939 AS MAP NO. 1280. �H ,�t Ili I ��{ IJ � - ��� ) • VERTICAL DATUM = NO V DAVM (M.S.L 1929) I� uI -- \0 'Sti e 7----- o�q�N ' I�IIr �Il'��FI��' i ° IN a ``` � IEI�11 Lary P' i q / r�tJRVEYORIS GERTIFle, i 1 1T til a,lltj 1I\OW i / W \ 91tl 11�_I FI { t .I AY�11 �I IIIF� [ / • WE HE CERTIFY TO ROBERT A. MAC FARLANE, =3 G ` q° ��;i P� .\ 'e2 . \i 'III fl N it - 'MN� �1' li l� % 3 ��'4 ° U G 1 $n,.-�i� I II _ 6 NORTH FORK BANK 6 FIRST AMERICAN TITLE � �llf Ilij ' I , -'FBS III iIII \ y� / / IN S IJ RAN C E C O M PANY THAT TH155URVEY AA5 t1I'�.I�� l 1 I: �C / / PREPARED IN ACCORDANCE AITH THE CODE OF PRACTICE �Oz- i FOR LAND SURVEYS ADOPTED BY THE NEA YORK STATE {lfllj 1 I SX;,II i VA `SLi' ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. I '� ' ; �� 0� �• �.G w -W V . )v ' Alfil 61 h / %�y24 _ � yt������� �,I I /� VA �' / NNNN����•••• oN.iC- I � HOWARD A. YOUNG, N.Y.S. L.5. NO. 45893 "XV % / 50' WETLAND SETBACK LINE 't• � ' 'r viG' I �/ / / I', I i i DEC o 5 5URVEY FOR /ZONE AE BASE (EL=B) AS SHOWN g , I IOMRT A. MAG FARLANE pp 9 / CONTOUR 5 COINCIDENT WITH THE 8 COUR i LOT 80, 951, 82, 85 4 Part of 84 i ,MAP OF SECTION 2, PROPERTY OF M. S. HAND” IMF At Cutchogue, Town of Southold �gg 5uffolk County, New York gg ___....._._..,.- _a".TC: Fif_.n�L1165Ef�VICES sea JAN 1 �� . . . .. r `Q_�., County Tax Map o•acc1000 saner 136 em°k 02 I,e 8.1 FINAL 5URVEY FINAL SURVEY JULY 25, 2006 6`r -- �' ADDED FOUNDATION ELEVATIONS DEC. 2-1, :2005 fie€ MAP PREPARED DEG. 12, 2005 � SCALE: I"=40' aR . JOB NO. 2001-0505 FS O=nowmesr ser -noxmm+r rourro Q-srru�ssr �-srs ralro c=cwr no=rsmF ovee s=srow ce=tours amkvice DN6. 2001-0505—foundation-106 N Young & Young 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 Ro'w Land Surveyor Thomas C. Nolpert, Prafeari,onat Engineer Rob rt C. Tast Architect t ct 0 � W OC a Ronald E. Pfuhl, Landscape Architect JEFFREWETLANY L.L EEMAN INE AS FLAGGED R.E.MCOASTAL 03\ ENVIRONMENTAL CORP ON APRIL 4, 2000 G � I S / o 26 ar a � 93 C ry w / ?oo,e hrlstirye°q f°rmer o ryry ly 09 / <" oc tsCh e / o S' /oo Or z 0 O, r qy ° s " 1 .47 S \ � 4�4 �s7 Ilsl�" _,_ III 3 \ °,� DRFDO�-p p 706.66. / �� t \ 1 .43 ° g yq of CREEK As SHOWN / tr 1�`I ILL + f C ON FILED MAP nM n o f {/ � \ SHORE OF DREDGED CANAL `� , aw eo 1 �`�ITI ' �I'y FL�71 �� W°" 1W 3 6205 1 " as 0" f PROPOSED e RIM los iI{ �� l /rh+ r {i� i 6 M^Rr + a RETAINING WALL -tl r \ ^ EU('jE s• tie °ry NE CREEK 723'gy fiS R\MrOSN qVPROPOSED 57 7 3 ` h — _ HEALTH DEPARTMENT USE SERVICE \ °tWATE3.94 Ulm I'D 2/v&F /p5.053 & ` NII. N ENGINEER'S CERTIFICATION/ UF / / • THE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES SHOWN HEREON COMPLY WITH THE STANDARDS AND REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. Tj �AT r_ Aso !y v qT v � • �.; .� �,r � �. ��� F L� � - - Q� � of w y F \ T, P yc. we / MRTWELII_I � a --(�� RIM ]e HTT '�--' j'T, '� + ... $ F� \ a / i ,:' .-. � �� rk >< et a'y Fiy 4.512y w y >v Fuu \\ r v _1 ��.`LI / \ THOMAS C. WW. OLPERTN N.Y.SL P.L. NO fiB4 2� '� 3.80 PROPOSED SANITARY /y r wELL �� SYSTEM ; ` / ��1 / SURVEYOR'S CERTIFICATION _ > _ / /r >\ F �- h _ OL\ °tel / • WE HEREBY CERTIFY To ROBERT MAC FARLANE, NORTH FORK BANK & FIRST AMERICAN TITLE pO )r )( ) INSURANCE COMPANY THAT THIS SURVEY WAS y' ' _ PREPARED IN ACCORDANCE NTH THE CODE OF PRACTICE FOR _ ."� .� y'/ K Y / �/��.\Y J Lt T 4 - 3 34 �t0 / / �P+ / LAND SURVEYS ADOPTED BY THE NEW YORK STA N F ` y .� n �' }'-`' I�{ ae' OF PROFESSIONAL LAND SURVEYORS Y 1y 9 �'lr,�> W. f. 0 4 — JUMP EROS IANA I ` . Y / / (EASTERN RED CEDAR)EDAR) XO15, e I- ra LPrbt. . * S / 6'-T HT. PLANTED 8' O.C- b� \ AO y xr >>. r' X � .� �K 1 trr r_ �" °°•^ / - M 1 1 pkv etre' / HOWARD W YOUNG, N.Y.S. LS NO. 45893 50' WETLAND SETBACK LINE �A fox XK/ r, '� Ty'� e /kyr >^,r 4175FOLANO PROPOSED LIMIT OF CLEARING 60 ^� > rX * 2,05 / TEST HOLE °o .'Yti4'4 .," : '; / / PLACE HAYBALES AND SILT / SURVEY FOR DEC. 7, 1999 FENCE DURING CONSTRUCTION 'yROBERT A. MAC FARLANE ' I / ` I / / EL-10DDenEwx no' 25' STONE "COUNTRY KNEE" I / sexor Loeu WALL TO SEPARATE DEVELOPED LOT 80, 81, 82, 83 & Part Of 84 I°9 ED' AREA FROM ONE "C CONSERVATION AREA f°^ / "MAP OF SECTION 2, PROPERTY OF M. S. HAND" BPOWN Le1MT (suj D 2.5' STONE "COUNTRY KNEE" WALL 9`ay e° I FATE IRS. ALONG FRONT PROPERTY LINE EeRSEGINET°NG h / At Cutchogue, Town of Southold (sw) oW °4 ZONE AE BASE (EL=B) AS 'SHOWN HEREON Suffolk Count Nr? s AS COINCIDENT WITH THE 8 CONTOUR y, New York NOTE o9 wEAL / 1000 136 02 06 WATER IN 1.4401 ACRES OR 62,730 SQ. FT. SANITARY DETAIL/ y Tax Map 1000 136 02 07 PACE Or. AREA = p FINE To District 1000 Section 136 clock 02 E°c Ofi SEASIDE SANG • SUBDIVISION MAP "MAP OF SECTION 2, PROPERTY OF MS. / N T.S. 91 IDA) sG HAND" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY BUILDING PERMIT SURVEY ON MAY 12, 1939 AS MAP NO. 1280, UPLAND CONSERVATION AREA / PRMCgE A CONSERVATION AREA, AS PER DEC SUBMISSION, / FrN a¢ 1+P ®ry • VERTICAL DATUM = N.GV DATUM (M.SL. 1929) IDD-120 E_ + a- E 4 X 4' CA TCHBASIN CONSISTING OF ALL AREAS UPLAND FROM THE 40' z.MIxY Y r, x DECK ALT. MAR 21, 2005 • ZONE USE DISTRICT = R-40 NON-DISTURBANCE BUFFER AREA ON LOT 8 AND PART of T M ® • FLOOD INSURANCE RATE MAP NUMBER 36103C 0163 C LAST LOT 7 IS TO BE ESTABLISHED, MlABUILDING PERMIT FILING - DECK ALT. MAR 10, 2005 Y IE 03 I/e'I'— ADDED CERTIFICATIONS ONLY JAN. 26, 2004 8' DIA 4' DEEP DRYWELL DATED MAY 4, 1998. • THE APPLICANT RETAINS THE RIGHT TO ACCESS THE AREA ° PM + PM IF s - e' MIN IE Oz GENERAL AMENDMENTS MAY 28, 2003 • 0— DESIGNATES PHOTO NO C VIEW DIRECTION AND REPLACE REMOVE UNDERBRUSH AND SMALL SAPLINGS z eT AS PER BZA AND CLIENT MAY 22, 2003 ---T-'.l - 4" PVC ROOF DRAIN • APPRITATE TE 300 CU Y05. OF CLEAN FILL IS REQUIRED AND REPLACE WITH NATIVE PLANT MATERIAL SUCH AS 1 .I n,+z GENERAL AMENDMENTS APR. 09, 2003 BEARBERRY (ARCTOSTAPHYLOS UVA URSI), FERNS BUILDING ENVELOPE OFF FEB. 27, 2003 TO FACILITATE THE PROPOSED IMPROVEMENTS / T� R-c' e'-G- ' 3.41 = EXISTING SPOT ELEVATIONS (THELYPTERIS) BEACH PLUM QPRUNUS MARITIMA) AND IME MANN -1 GENERAL AMENDMENTS JAN. 24, 2003 sEpnc TALAR ° "I" GENERAL AMENDMENTS AUG. 13, 2002 • ALL DISTURBED AREAS ON THE "WATER SIDE" OF THE BLUEBERRY (VACCINIUM) / cvcuxG wA1ESI cL-I zG m -----8-- --- = EXISTING CON FOURSGENERAL AMENDMENTS JUNE 27, 2002 HOUSE TO BE PLANTED WITH NON-TURF PLANTINGS SUCH AS • A STONE KNEE WALL IS TO BE CONSTRUCTED TO GENERAL AMENDMENTS JUNE 10, 2002 q VINCA MINOR (PERIWINKLE) AND BEARBERRY k H = PROPOSED CONTOURS DELINEATE THE CONSERVATION AREA AND TO PROVIDE AN TUTALIFAWING GENERAL AMENDMENTS MAR. 19, 2002 ARCTOSTAPHYLOS UVA URSQp) e'. ACCESS POINT FOR THE APPLICANT. aA. . +' GEM,PCas MAP PREPARED JAN. 30, 2002 +ni = PROPOSED SPOT ELEVATIONS / 3EN Sr SNA ❑= MMUMENT DDT MONUMENT FOUND A - STARE DR S=AYE FOUND p = TAM DET / SCALE ," = 20' BP 20 JOB LA01-0505 DWG 20011 0505 DIP I •�" T Young YOur16J 400 Ostrander Avenue, Riverhead, New York L 1,501, 631 -727-2309 Howard W Young, Land Surveyor Thomas C. t, Profeeelonal Engineer Robertcrt C.C. Tast,Architect Ronald Pfuhl, landscape Ardnir E r h,: Douglas Adams, ProfessonaFEngmeer PROP05ED RESIDENCE 4 CODE ANALYSIS 4 Y: OCCUPANC MRE & MRSO R . MAC FARLAN E Residential R3 P� REFERENCE STANDARDS: - � ,r Resmlenhal Code of New York State Wood Frame Construction Manual AF# PA ., ��+ ` (//1� F /Av� Ch nate Zone: I I B C U T C I H 1 O tJ U TOWN N O f 5 O U T 1 1H O L D Degree Days 5750 _ DESIGN LOADS: Decks' 40 psf ' t Attics 20 psf R, aN 5 U F F O L K COUNTY NEW YORK Rooms other than Sleeping Roam= 40 Pelt 5Leepmg Rooms' 30 psi ) k2 4,• `v Stains. 40 psf r A Handratls: 200# )'aT''S" 'i 4 Roof: 459 sF round snow,load P Baez Wind Speed. 120 mph � � �-r0;fs;A1 �J i Pg; Uplift: 18. 1# - 7r Dead Loads: 10 psf *: DEF LECTION LIMITS. Rafters with no Bmshed ceding attached- L/ 180 Floor5: L 360 NOTES ABBREVIATIONS SYMBOLS LIST OF DRAWINGS 'AY;. ' A GENERAL A/- AIR CONDITIONER GA -GAGE R -RISER I CONTRACTOR SHALL VERIFY ALL JOB AND FIELD CONDI(IONS, AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS TO INSURE THE ADJ, -ADJACENT GALV -GALVANIZED REINF. -REINFORCE A PROPER STRENGTH FIT AND LOCATION OF THE VJORtt REFOP,T, IN WRITING, TO THE ARCHITECT AND ENGINEER ANY AND ALL GL -GLASS PEQD. -REQUIRED SECTION MARY. �Sp SMOKE DETECTOR A-A TITLE SHEET 4 CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT, OR PREVENT, THE PROPER EXECUTION AND COMPLETION OF THE AFF. -ABOVE FINISttTED FLOOR A-I h � u ALLOW -ALLOWANCE GIZ. -GLAZING REV. -REVISION BP BUILDING PERMIT SURVEY , aT _ I WORN. ALT -ALTERNATE GYP -GYPSUM RM. -ROOM 2 ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE NEV; 'rGRY, STATE P'.ILOINF. CODE LATEST APPROX, -APPROXIMATE= GYP BD. -GYPSUM BOARD ARCH -ARCHITECT A- I FIRST FLOOR.PLAN # SOUTH ELEVATIONVF EDITION AND LOCAL BUILDING DEPARTMENT REQUIREMENTS H 1A-z SECOND FLOOR PLA ' 3 ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR, OR SHOWN, ON THE DRAN9N65 DETAIL INDICATOR SCO CO DETECTOR. N t NORTH ELEVATION ; HDR -HEADER TH15 5HALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENT5 5ET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE (3 hM. -HOLLOW METAL of A-3 FOUNDATION PLAN # SIDE ELEVATIONS MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY FlRE NOT SPECIFICALLY P,EQUIRED BY CODE BATT -BATTEN HVAC -HEATING, VENTILATING AND SAN -SANITARY - k1� 4 CONTRACTOR SHALL OBTAIN ALL NECE55ARY PERMITS AND ARRANGE FOR ALL INSPECTIONS AS REQUIRED BY APPROPRIATE BLDG. -BUILDING AIR CONDITIONING BID. -SCHEDULE SD. -SMOKE DETECTOR A-4 SECTIONS BUILDING DEPARTMENTS, HEALTH DEPARTMENTS, ETC CERTIFICATE OF OCCUPANCY AND UNDERWPITEK5 CERTIFICATE SHALL BE B 0,5. -BOTTOM OF E5TEEL SF -SQUARE FOOT (FEET) A-I A ELEVATION INDICATOR k ' OBTAINED BY CONTRACTOR AND DELIVERED TO OWNER PRIOR TO FINAL PAYMENT, INCLUDING UNDATED FINAL SURVEY SPKLR -SPRINKLER E- FIRST # SECOND FLOOR, ELECTRICAL PLAN 5 DO NOT SCALE THE DRAWINGS, ANY DISCREPANCIES SHALL BE REPORTED, IN WRITING TO THE ARCHITECT FOR CLARIFICATION. C ID -IDENTIFICATION SO -SQUARE e �y4 CANT -CANTILEVER INFO -INFORMATION 50 IN. -SQUARE INCH G-I GENERAL INFOPMATION # DETAILS E GENERAL CONTRACTOR 5HALL COORDINATE FOR EA5E AND RAPIDITY OF CON5TRUCTION THE WORK OF ALL TRADES. ALL SLOTS, CL -CLOSET INSUL. -INSULATION 5LEEVE5 AND/OR OTHER. OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE CCG. -CEILING INT -INTERIOR REVISION INDICATOR G-2 GENERAL INFORMATION CONTRACTOR 5HALL PROVIDE ALL THE NECE55ARY 5UPPOPT, BRACING, SHORING, ETC , CTEIvlPORAKY AND/OR, FERMANENT) A5 CLG HT -CEILING HEIGHHT T d + REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTP,UCTION CCR -CLEAR, L T#G -TONGUE AND GROOVE C 0 -CLEAN OUT LAM. -LAMINATE P SR UBMIT SAMPLES AND CATALOG CUTS OF ALL MANUFACTURED ITEMS AND I`IN15H MATERIAL TO OWNER FOAPPROVAL PRIOR TO ORDEPJNG, COL -COLUMN T05. -TOP OF STEEL `, I CONC. -CONCRETE LAV. -LAVATORY TOW -TOP OF WALL x, 9. PROVIDE FIRE, SMOKE AND CARBON MONOXIDE DETECTION 5YTEM AS PER I-OCAL CODE AND NEW YORK STATE BUILDING COORD -COORDINATE LTG. -LIGHTING TYP. -TYPICAL CODE AND INSTALLATION CPT -CARPET TEL TELEPHONE EXHAUST FAN Nf a^ y FOUNDATIONS CONCRETE GT CERAMIC TILE M u MAX. -MAXIMUM UL -UNDERWRITERS LABORATORIES r r 1 . REMOVE+TOF501L AND OTHER SURFACE MATERIALS IN PREPARATION FOR PLACING CONCRETE SLAB INTERIOR SLABS ON GRADE SHALL BE U MFR. -MANUFACTURER LON. -UNLESS OTHERWISE NOTED PLACED ON COMPACTED POROUS FILL OR SUITABLE ON MATERIAL. A 6 MIL THICK POLYETHYLENE VAPOR BARRIER SHEET SHALL BE DBL -DOUBLE INI -MISCELLANEOUS ., LAID UNDER SLAB. BLAB 5HALL BE STEEL TROWELED. SLABS SHALL BE REINFORCED WITH 6 X 6 10/10 W W F UNLESS 140TED DIA -DIAMETER MOD -MODIFY V � ALIGN INDICATION 2 CONTRACTOR MAY BACK, FILL, AGAINST FOUNDATION WALLS, ONLY AFTER SEVEN (7) DAYS OF CONCRETE CURE TIME USING PROPER D15T, -DISTANCE MTL -METAL VCT. -VINYL COMPOSITION TILE 1 1FF� CONSTRUCTION METHODS, AND EQUIPMENT, TO AVOID DAMAGE TO THE WALLS DN. -DOWN fir -�f DW. DI5HWA5hIfR N W PLUMBERG9MRTIF1 A. ' N a ` ' 3 501L BEARING CAPACITY ASSUMED AT I TON5/5F. ALL FOOTINGS SHALL BEAR ON UNDI5TUP,BED SOIL 11AVMG AT LEAST THAT CAPACITY. DWG -DRAWING NA. -NOT APPLICABLE W/ -WITH �° CONCRETE BATT IN5ULATION ON LEAD CONTE,yT _ RE - 4 ALL CONCRETE 5HALL BE STONE CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3000PSI E NIC. -NOT IN CONTRACT W/O -WITHOUT CERTIFICATE:©F „GY t CONCRETE EYP05ED 70 WEATHER 5HALL BE AIR ENTRAINED NTS -NOT TO SCALE WWF -WELDED WIRE FABRICr, EA EACH SOLDER USED IN q R' 5 ROD REINFORCEMENT 511ALL BE INTERMEDIATE GRADE DEFORMED BAPS, CONFORMING TO ASTM P.61 5-60, REINFORCEMENT SHALL EP -ELECTRICAL PANEL SUPPLY$YSrtEM - OT CONFORM To FlsrM A 1 as AND APz EQ. EQUAL COMPLY WITH ALL CODES OF EQ. -EQUIPMENT Oc. -ON CENTER EXCEED f L D. NEW YORK STATE &TOWN COD u` , 6. DETAILS AND GENERAL PROVISIONS, FOR CONCRETE CONSTRUCTION, SHALL CONFORM: TO THE REQUIREMENTS OF THE LATEST ACI OPNG -OPENING ' G RIGID 1N5uLAr1oN EARTH/GOMPAcr FILL PLUMBING AS REQUIRED AND CONDITIONS OF EX15T -EXISTING BUILDINGS CODE, ACI 318, AND MANUAL ACI 31 5. OPP, -OPPOSITE EXT -EXTERIOR Y CARPENTRY V ALLPLUR INES NEEP yjS9$O ♦QLp TOWN 23A F P r C�r 8 WATER LINES NEED 1 ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES, ANCHORS AND BEARING PLATES, UNLESS OTHERWISE NOTED. `AI -FRESH AIR INVLET(IN7AKE) PNL. -PANEL 1 1, I WALL STYLES TESTING BEFORE'COVERING IA68B FD -FLOOR DKAIIN PREFAB -PREFABRICATE SOUTMDLDTOWNTAUSTEES aT L 2 ALL STRUCTURAL FRAMING LUMBER SHALL BE N2 OR BETTER DOUG-FIR, F8= 1 450 P 5 1. AND E = 1 ,700,000 P 5 1 UNLE55 OTHERW15E PRELIM. -PRELIMINARY FF. -FINISH FLOOR _ KYS.DEC S' INDIrFlI"EO, WITH SPF UTILITY SHOES AND PLATES, STUD GRADE FPF ALL LINTELS 5HALL BE DOUG-FIR WITH FB = 1450 P.5 L. FIN -FINISH FREES. -PRESSURE 1, d,��j�,,� �J�-�� QQ r PROP. -PROPERTY �� } WOOD STUD WALL STUD FA RUNG WOOD 3 ALL ROOF PLYWOOD PANELS SMALL BE EXTERIOR CDX GRADE, WITH EXTERIOR GLUE, SHALL MEET THE REQUIREMENTS OF THE FLO -FLOORING PT -PAINT ,f' STUD PAP,TITION LATEST EDITION OF THE U.5 PRODUCTS STANDARD P5- I , AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF FUR -FLOOR THE AMERICAN PLYWOOD ASSOCIATION FLUOR. -FLUORE5CENTF Q \� FR MON PRnOE D WI $URV OF Nett, �I P RE PRarEcrloN 5a �AIDEAWAITEASCEAIiFICATf r. 4. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY OR CONCRETE, MUST BE PRESERVATIVE TREATED, WITH OIL-BORNE FR -FIRE RATING QT. -QUARRY TILE OF FOS\'UA' "'Id IODATION ygPSf"t CHgR CHEMICALS OR CREOSOTE, TO DEFINITE RETENTIONS AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS C- AND C-2 FTG -FOOTING QTY -QUANTITY '� CONCRETE WALL HAS BEEN APPROVED. 000. Fa• BEARING PLATES, AND MOISTURE BARRIER, SHALL BE PROVIDED BETWEEN WOOD MEMBERS AND WALL. t 5 ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE AND WITH THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADED LUMBER AND ITS FASTENINGS. LUMBER SHALL BE FURNISHED AND INSTALLED. COMPLETE ENERGY NOTES WINDOW NOTE SANITARY DIAGRAM 4 WITH ALL FA57ENING5, ANCHORS, BLOCKING, BRIDGING, SADDLES, HANGERS, ETC, REQUIRED TO COMPLETE THE JOB ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES J015T HANGERS AND P Ne, tutSM1 CONNECTORS, STEEL BRIDGING AND OTHER 5FECIAL CONNECTION5 AND HARDWARE MUST BE INSTALLED M ACCORDANCE WITH NEW I CALCULATIONS ARE VAU[U UP TO 5999 DEGREE DAYS ALL NEW WINDOWS AND GLA55 DOORS 5HALL MEET THE STE P �N1 a Ie fOP..K. STATE BUILDING CODE REQUIREMENTS WHERE FASTENERS ARE fJOT SPECIFICALLY IHIDICATED OR 5PEOFIED THEY 5HALL BE 2. CERTIFIED CONFORMANCE FOR ZONE 1 15. REQUIREMENTS FURNISHED IN ADEQUATE NUMBER AND SIZE OF THE LARGE MISSILE TEST OF A5TM 1996 AND OR A5TM pppC - WOOD FRAMED FLOORS„ WALLS AND CEILINGS SHALL E 1886 6 ALL CARPENTRI' WORK SHALL BE PERFORMED IN CONCORDANCE WITH GOOD TRADE PRACTICE, RECOMMENDATIONS OF APPR /VED AS NOTED _ J HAVE AN APPROVED VAPfOR BARRIER (PERMEANCE OR ^"^R a vrt MANUFACTUPER5' AND IN CONFORMANCE WITH THE NEW YORK STATE BUILDING CODE, AND THESE SPECIFICATIONS THE CONTRACTOR SHALL PROVIDE PRECUT 1/2" PLYWOOD Boor tour J B P e CERTIFICATION OF RATING OF O PERM) INSTALLED ON THE "WARM PJ DATE: !t A FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR. PROPER PLACE, BRACE, PLUMB AND LEVEL ALL MEMBERS AND WINTER" SIDE OF THERMFAL INSULATION PANELS TO COVER THE GLAZED OPENINGS # SHALL PRE NAILING & CONNECTIONS SECURE WITH SUFFICIENT NAILS, SPIKES AND BOLTS TO INSURE RIGIDITY DRILL EDGES AT 12" OC TO ACCEPT 2-112' #8 WOOD r- —1 _ ?' FEE: ` ;, BY; REQUIRED. 4 WINDOWS AND SLIDING LDOOR5 SHALL HAVE A MAX. AIR SCREWS AND PROVIDE ADEQUATE NUMBER OF SCREWS r _ z _ _ _ _ _ NOTIFY BUILDING DEPARTMENT AT yy� B NAIL LAPPED JOISTS OVER ANY BEARING TOGETHER WITH TWO I OD NAILS, SECURE BUTTED JOISTS WITH I INC-I WIDE BY 15 INCH INFILTRATION RATING OF` 0,3 CFM PER SQUARE FOOT FOR FASTENING T- 11112 Luz, 1 765-1802 8 AM TO 4°M FOR THE .?7 METAL STRAPS ARID TWO 8D NAILS TO EACH JOIST OF WINDOW AREA SWINJGING DOORS 5HALL HAVE A 12 'z- r FOLLOWING INSPECTIONS C PROVIDE 501-ID SURFACES AT LEAST - /4 INCHES WIDE. IN BOTH DIRECTIONS. AT ALL CORNERS FOR SECURING DRYWALL, MAX AIR INFILTRATION WATE OF 0.5 CFM PER SQUARE p T�/ /� p p❑ z �I' A. FOUNDATION - TW i REQUIRED ETC FORM SURFACES WITH FRAMING MEMBERS, ES WITH 2-INCH WOOD BLOCKING SECURED E LEAST TWO PD NAILS W FOOT OF DOOR AREA, SAI E I I GLASS REQUIREMENTS z I I FOR P' URED CONCRETE ALL CONSTRUCTION SHALL 5 5FYLIGHT SHAFTS SHALL HAVE A MINIMUM INSULATION secondmoot I POUG, eFAMING i FLUMBING Id�E9 THE RF.OUIREMENT$CF THE - 1,4E'bY J;^"•""..a EACH END I nusJr 'J CODES OF NEW YORK STATE D TAIL JOISTS, OVER. 4 FEET LONG, AND HEADER JOISTS 5HALL BE HUNG IN APPROVED METAL STIRRUPS, OR HANGERS, AND SPIKED VALUE OF R- 9 SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS — - — - - - - - - "J '• " G. GARAGES - FRONT, SIDES, DOORS, INTERIOR SHALL ) ' irz ��z. I s '1a „z I ^z 3 uz '= 4. FINAL - CL RU. *h SECURELY 'UNLE55 SUPPORTED ON A WALL OR GIRDER 'N MUST HAVE MAX U= 40 ANY GLAZING IN ANY DOOR TYPE + "� ) BE COMPLE FOF L.O. E. ALL STUDS 5HALL BE PROVIDED AIJp SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH NEW *ORK STATE CODE —J LL CONSTRU�TON SHALL MEET TH MAC FAfZLAN E RE51 DN' , 7 THE CONTRACTOR 5HALL_SUBMIT THE DESIGN, 512E AND I1z — _ ur REQUIREMENTS OF THE CODES OF NE H•. AND AS NOTED HEREIN 2. GLAZING IN ANY WALLS ENCLOSING A SHOWER, TUB, _ , TWE of MECHANICAL SWSrEMS WHICH WILL BE USED, IN ^ _— -T — _ YORK STATE. NOT RESPONSIBLE FOR AT CUTCHOGUE, TONY�I� OF-SOUTFIOLDI ' C. ' ( 1 ) PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER 5UFFICIENT DETAIL, AS RREQUIRED BYTHE BUILDING SAUNA OR STEAM ROOM ' 12 Iz I DESIGN OR CONSTRUCTION ERRORS. 5UFFOLK C NTY, NEW YORK • - r I DEPARTMENT. 3 ANY WINDOWS WITHIN 24" OF A DOOR.' I I STAIN STORM WA ER RUNG - '' (2) FRAMING TO SUIT WORK OF OTHER TP.ADE5. P ALL THERMOSTATS 5HAU L BE ADJU5T15LE FROM 55 �� w^ I °M' URSUA'NT TO SECTION 45-10C (3) PROVIDE SOLID BEARING FOR'FULL WIDTH OF TRUSSES RAFTERS, GIRDERS, ETC DEGREES TO 85 DEGREES FARENI- IT 4�ANY INDIVIDUAL PANE OF GLA55 WITH AN AREA GREATER rIRSr moor. I z' „ THAN 9.0 50. FT. WHERE THE BOTTOM IS LEES THAN — - - - - - - — - - - - - - - - - — F THE TOWN ODE, ' 9. ALL DUCTS AND PIPES ENTAIL BE INSULATED A5 REQUIRED FLOOD ' # F ROOF SHEATHING. SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS, LOCATE END JOINTS OVER SUPPORTS; H ABOVE THE ADJACENT FINISH FLOOR WITHIN 36" OF STAGGER JOINTS BY CODE THE WINDOW. TITLE `J f—I C=-r tr I I <."'COMPLY I CL= � 7 WHERE RAFTERS AND JOISTS FRAME, INTO OTHER WOOD BEAMS, FROVIDE TECO U-GRIP. 18 GAGE GALVANIZED STEEL J015T 10 HVAC CONTRACTOR 5HA1LL VERIFY HEAT LOSS 5 GLAZING IN WALLS OF SPAS, HOT TUBS OR INDOOR +' ao 8. PROVIDE FIRE STOPPING AS PER NEW YORK STATE BUILDING CODE REQUIREMENTS CALCULATIONS. POOLS WITHIN 5'-0" OF THE WATER.* — — FLOOR D E PREVENTION ,4 I I ALL CELLAR AND/OR BA5EEMENT DOORS SHALL BE + enn SOU'THOL 311NN CODE, 9 INSULATION IN ALL ROOFS SHALL BE FIBERGLASS TYPE, AND THICKNESS AS SHOWN ON DRAWINGS INSULATION INSULATED. SHALL BE PPOVIDED AT ALL UNHEATED TO HEATED SPACES. ALL INSULATION SHALL HAVE A FOIL VAPOR BARRIER douse rant— - 12 THE ARCHITECT CERTIFIES THAT TO THE BEST OF HIS — since ro s5`3TIY -l-5-! ,'" " L k SURFACE EXPOSED TO HEATED SURFACES s en ' +' ) I N KNOWLEDGE, BELIEF, ANM PROFESSIONAL JUDGEMENT 1,1�1 jf1L I0 BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL !ROOF, WINDOWS. DOORS, ETC.) SKYLIGHTS TO BE THAT THE PLANS ARE IN (COMPLIANCE WITH THE ENERGY f'.VI 'r ") J y' DOUBLE INSULATED, SELF FLASHING WITH CURB. ALIGN WITH ROOF RAFTERS CONSERVATION CON5TIRWCTION CODE OF NEW YORK I , I I ALL MATERIAL SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. STATE (JULY 3, 2002) DRAWING PREPARED ' MAY fld+Pth ) + i i1r01 DEF_ - '� � '• SCALE A55HOWN JOB NO.: 2005 0029 - - _ ��•'�'.'. k DWG: .,,\CONTRACT DRAWING5\A-A.0WG 72'_0' J I T 4" 3'- 4' 0' -6" I'-8" 5 8 5' S 4,_1O„ 5-5 8 2 16'_4�� b 2" 400 Ostrander Avenue.ue. Riverhead,ad, New York 11501 3_ owa d W Young, Land Surveyor Thomas C Wolpert, Professional Engineer - M(y: •k: Robert C Tast,#Nrchiteot D A- P,anald E Pfuhl, tandswpe Archlteot Douglas E Adams, Profesalonal En n A-4 gi ear I.t. TR 16 Ill R LOW LOUVER MECI1 . pfO h3 . B r1 EQUIP MF'G'e nj � r;' A_4 ROOM 2) T 3016 _ (_) 032 (4) 046 r- T, HID „N N �o Oo ADO WL UNDER BATH 4x6 POST NPT - ', SSD BEARING WALL ABOVE SCO (2) 2,10 u KITCHEN _ u' nD (2)2 68H 00 ° O - - - T I R15Er �_ 00 @ " O.C, TJI 23012 o DINING AREA o i P°OV IDE CO'ITINUOUs w ry I re —.m. — _ _ i•`„ i J'-OWIDE PEGBOARDL! TWU WALLS ~ I m w,': ;• c5UILT-IN CABINE75 '^ As PER OWNER DECK °_ OVEN 4x4 POST BRICK OR 5TONE A5 x ACCESS PACE 5ELECTED BY OWNER MAHOGANY °0 REF GREAT ROOM - DECKING FIN15H ., `. & u o 4x4 PDsr r 47 O 2 _ AS SELECTED BY „ rosT D g GARAGE 3) 2x10 FLU b o owNER `"; - - - - - -- -� N 4" GONG SLAB WITH 3'-6"X2'.8- HIGH N dj HD z MUD M. D FIRE PLACE OPENING WITH — D 6x6, O/ 0 WWF [off 4x4 POST — - HD 4v4 POST F 8'RAISED HEARTH _ — — — — — — — —T PEINFOP.CING Dy @ tiG CL L BUILT-IN N F il4" r - MAHOGANY / 9 PITH 068 ,SD O BENCH _ 6 4 HR FPSC © _ u 6'I i 201-6., © 4 P'L�' a," J I 1, ST @ 9 3�_.w� 4" 4x4 P05T S'-6#" 6.I O r'�� DSK AHERE FROM CO JD t'2 P `�'a L O WN DRYF ,ENT 45 PER TEG 3Y ° x �f�s) IODE 1�' di (2) 2x I O 8 A ` \ \ I FOYER ° �� 5/0 T � CYP B�APU WALLSI lr ? -FLINGS 3468 + ' d NSP ° wa~ N �� _ q 4 :-ENT,AL VAC, "L ' TRAN50M G 1 art DER Co °' HD O ROOM 2280 m A-4 NOTE '.SURFACE OF RETAINING WALLS SHALL BE CONCRETE (2) 2X I 0 4x4 P057 FINISH AS DIRECTED BY OWNER. c- TR2 16 TR2 I6 TR2 16 TP2416 U COVEP.E TR2416 ? 24 6 24 6 24 OOIR TR3 16 TR3 16 TR3 16 r: :� 2 36 u ENTP.Y U 2 36 3 6 3 6 3 6 • RETAINING WALLS OVER 2'-6" IN HEIGHT SHALL HAVE A SAFETY ;, r,,i ° O O CI U O BELIL 6x6 P05T DOWN FENCE. q Raw w 2r7 (p RETAINING WALLS OVER 5' IN HEIGHT SHALL REQUIRE INSPECTION : D BUILT-INSEATS EA H tO FOUNDATION OF CONSTRUCTION BY A N.Y.S. LICENSED PROFESSIONAL ENGINEER. A-4 SIDE FRONT STOOP u' w a 4XW B HIRED BY CONTRACTOR, STRZUCATIVE q.4 • THE ENGINEER SHALL PROVIDE A CERTIFICATION THAT THE WALLS A f' �M 'R`. 6,�,-r r DECORATIVE HAVE BEEN (INSTALLED IN CONFORMANCE WITH THE APPROVED PLAN "�5yi"' COOL I AND MANUFACTURERS SPECIFICATIONS. _ � r CONCRETE SHALL BE I'C' = 4,000 PSI AIR ENTRAINED. 'A,.�: : '; '� �? G. 4'-7° 4'-7° 3'-8�' 2I' °" 9'-I ' G'_p 23'-I I" le • ALL CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATION 301 I 12'-0" LATEST EDITION 60'-0" GI ar CONCRETE RETAINING WALL 1 ' h. NOTE. ALL OPErlINGS BETWEEN 3'-0"4 6'-0" JSIZE /4 q{ O 18' NONE q4 O 12" » + FIRST FLOOR PLAN N• G w. G G jifA SHALL RELIEVE IZI 2 . ID HEADERS u °NG . C CLAY CHIMNEY CAP5 "SUPERIOR" OR SPACING DOWELS ° SCALE . /4" = -0" A-5 EQUAL AS SELECTED BY OWNER 2'-IB" N{ O 18' NONE 04 0 18' 4- 4' 1'-7" J'-3' y4 O 18' NONE /4 O 18" 4-04 µ O 18' C _z ALIGN RIDGES N M 14 O 18' NONE ' O � 5' 2'-7 3'-110' /4 O 1B" NONE d4 O iB' 4- 4 I � f CONTINUOUS STEP FLASHING 0)P.J 12 ARCHITECTURAL 5HINGLE5 AS SELECTED ' ""I'v i BY OWNER OVER 30M FELT. SUBMIT RAILING OR FENCE (> 4" MA . 2 3ACfERNATE BID FOR RED CEDAR SHAKES BETWEEN BALU5refas) , 8" RAKE BOARD OVER SKIP SHEATHING IN LIEU OF BRICK AS SELECTED BY OWNER e'CAST sroNE COPING 12 4' TRIM BOARD ASPHALT SHINGLES ;o Y Jw 4 12 3- 2" TRIM BOARD ;� —{ x I a COPPER GUTTER5 4' OVER HANG OF NEW "s4" TRIM (TYP.) p'LF' Ui. f LEADERS AZEK FRIEZE BOARD TO TOP QF WINDOW - ti cHAac F070 SFS PJ j F V.I F. VINYL CLAD WINDOWS (TYP.) 2•• FINISHED GRADE • M `° ,:^plJp� 1 (LEVEL) 11t✓i , y", COPPER GUTTERS 4 LEADERS 2 • BRICK EC STONE _ O F. \ / AS SELECTED TYP ❑ ❑ ❑ ❑ ❑ ❑ ❑ \//\\ BY OWNER 2" DIA FIJPR 4" < HUMOR 12"� WEEP HOLE ,H RJSLFS TO TOP OF RED CEDAR SHINGLES PRE-STAINED • '?}q; CHJN.`OJ MOLDING - COLOR SELECTED BY OWNER "0" MAX s==IB^ - 4 CROWN MOLDING • =r Y3= NNI5NED GRADE °- 0wr 1 _ SECOND FLOOR Lw • \\� �\ �iz"f' �� M= M3 6" AZEK CORNER BOARDS WITH PLINTH CRUSHED 5TOME t AZEK TRIM BOARD TO SHORT xM �T WINDOW HEAD V.i F. P A �DOWEL :n � MAINTAIN FOOTING r A EE T El 0 { RAILING OWNER COLOR ! STYLE AS SELECTED BY �� INSIDE FRoPERTY MAC FARLANE RESIDC�IV�E' ,�, � . . LINE 3.. �' LB AT CUTCHOGUE, TOWN OF 50UTHbL1) SUFFOLK COUNTY, NffW YORK „ra I Jikl1�' I LB GnzAGEFLOOR — — — — BLUE STONE TREADS - �. _ 3 F=12ST FLOOR PLAN t SOU TH - E BLUE STONE SEAT L Vl� °I if c 8" 8 ROUND PERMACAST STRUCTURAL ' — COLUMN AS MANUFACTURED BY HBCG CULTURED STONE " "' � CHEEK WALLS OR APPROVED EQUAL SOUTH ELEVATION3" BLUE STONE CAP CONCRETE RETAINING WALL SCALE--NONE DRAWING PREPARED SCALE : I /4" = I '-O" 5CALE 1/4"+ 002 " ' JOB NO 20005 00299 ' DWG : 2004 0029 PIAN5PER FEB MEETING ' )1 Lp ., r , Youn * Youncj 2 I '-O" 11- 101, 3' °'F 4' O" 3'-a,. G'-4" 400 Ostrander Avenue, Rwerhead, New York I 1 901 631 -727-2303 C"-G,' 1 2'-k ' 2'- I' T- 3'-1 1" 5' S" A-5 5' S" 9'-10" G'-G" ttowa d W Young. Land Surveyor l homas C Wolpert, Professional Engineer Robert C Tast, Architect P,O1111d E Pfuhl, Landscape Architect — — — — — — — — — — — Douglas E Adams, Professional Engineer 3 310 (2) 2x 10 D 0 o B A-4ry°� 0�o A-4 _ - - - - - - - - - - - - - - 2x R.P. 6 R - - - - - - - - 3) 3046 WN 6x" P051DOWN \\ K / H \ / T FOUN DATIOP, + / TO F ONDATTIION - (21 046 38 IG� � � L G. 1 _ b'-2" 42) 2. 2_4" ° G' O• G' ll 2'_9•m w u 17'- in G" � - m ° ° u u N m o ° n-'Iraf _ u BEDROOM I BEDROOM 3 �r���E� - iz" — < ° 3 0 LEiF�L�I-11",-I' 6 ,e � Ud � 0 v O5D � Q � °o CATHEDRAL CEILIN m � O FFOVNFO = -or w ° EDRO u 4, CLOSET p I PILL DOWN 7 N - a �J u I- ? ro Al:IC s1AIR5 Co � w YCE1L la'- 'IAF, L Jroll — � - - - - -------- — - - - �'x GE _ _ ti _ — — — — _ — K - Q W Ito 1D a I � N rn c - 2 12 RIDGED �w BATI1 2 (z) 6al , T , 0 � 4.4 -051 uo 0 ° o - 0 DEN SDI 20, Lp ' ° a CATHEDRAL GEI LING +1 FLLt-7ro_i InFA, DI'I511AT 10^IA,L (2)26 8 .a a Z w ! _ ry BCROONS x FATU WA15 l rPICAL r1 R J rT IF ro p u w — CL. LD O r0 oCO r�� CONT RAIL -� CL w � to N d, � _ NI m A Th 3 CL. 0 T m A Lp \ FLAT CEIL 5'-0' (AFF � � 2e I O R R � 2x I O R R � 068 SLID A-4 ° \ 5D _ O7@ IG" OC @ IG' OC OSD /' \ 5D1 -,. C.0 Po�T Dowty To N r- FJI�MD^h'DN 2x8 CJ I G' O.0 28G8 6x6 POST DOWN TO ,C N FOUNDATION 1 — ...i - p G °oc Gee_ c _ — G TR3 IG G4G 3 4G 3046 is 304 2 :310 2431C 2 3l0 A.4 j ROQF BELowr B A-4 5 6V 7 ' 3'-7 ' 3._7'y, 5'-5" - - - 8'-G' 4._7" 4._7.. 3, 8JI 21 O" 391_0' GO0" SECOND FLOOR PLAN G � a SCALE /4" = '-O" r!UTE ..t.nPelawGU Bt-wFe i a'-r i t. u" CLA" CHIMNEY CAPS "SUPERIOR" OR A"5 .✓� '1.-r� - "F,YP F r2) ^ . I IT HFADIRs i n N EQUAL A5 SELECTED BY OWNER SOLDIER COAPSE HEADER COARSE SOLDIER COARSE CONTINUOUS STEP FLASHING (TYP ) ARCHITECTURAL SHINGLES A5 SELECTED BY OWNER OVER 30# FELT. SUBMIT ALTERNATE 810 FOR RED CEDAR SHAKES BRICK OR SELECTED BY OWNER OVER SKIP SHEATHING IN LIEU OF ASPrIALT 5HIN6LE5 � 2x4 16" O.0 8" RAKE BOARD BRICK A5 SELECTED COPPER GUTTERS R LEADERS 4" TRIM BOARD By OWNER 2" TRIM BOARD �P,xE GF NEW YAR 0S CHARZE.X, 'F r COPPUPRS t LEADERS TRIM r ' VINYL CLAD WINDOWS (TYP.) rFRE R FURR 4" E HUMOR SHINGLES TO TOP OF CROWN MOLDING AZE<TRIM BOARD TO WINDOW HEAD 101 =1 � 0 0 4" CROWN MOLDING RED CEDAR SHINGLES PIPIED F[11 ❑ . . C' PRE-STAINED COLOR SELECTED - E BY OWNER RAILING COLOR 3 STYLE AS SELECTED BY AZFK CORNER BOARDS WITH OWNER PLINTH MAC FARLANE RESIDENCE AT CUTCHOGUE, TOWN OF 50UTHOLD RETAINING WALL A5 PEP OWNER SUFFOLK COUNTY, NEW YORK +I w 16"x4" AD . CAST fn > ALUM. L VERS TYP �ECONO FL0O2 NORTH ELEV. TOP OF CRAWLSPACE SLA p z ' m � NORTH ELEVATION OPAWING PREPARED MAY 10, 2005 SCALE 1 /4" = I '-0" SCALE Il4'+1-0° A-2JOB NO 2005 0029 DWG 2005 0029 PLANS PER FEB MEETING E,-G„ 17-4" 10'-10" ,G'-4" Z-O" Young Young 40005trander A691e727rhead New York 11901 +- n: I4'_0" '_G" , ,._8.. S' 8.. 3'-O., 2'_5" 2'_5" 3,_0„ 2 " ,4'-I I " -2303 Howard W..Young, Land Surveyor, Thomas C Wolpert, Profeaoional Engineer it 1+" Robert C Taet,Arch¢eot ' G r Ronald E Pfuhl, Landticape Architect ""- A- — -- — — — —— —— — Oouglae E.Adams, Professional fngincer r. (2) 2 X I O PEREIMETER 2 is ic RETAINING WALAS PER OWNER r — — - - - -- - -- - - - - -- - - - // /� N - - \\\\\ m - -- A4 — - - - -_ - -.- -- OQ - - - - - - -- - - -- u, \ I z - - r — � - - - - � \ c 6 x 4' CAST ALUM. PROVIDE 2-#4 \ �` r LOUVERS TYP. CONTINUOUS T*B z w Q U U 0N.WALL5 AND IN - - - - - - - - - - - _ - O O I IUO FOOTING lR \O ✓pABF _ _ - - - - - - - - - - - - - kir ;. 'r — — - ° rt1J l A ri a I N Ila N 3}" DIA STEEL COLUMN TYPIU 3'-O" x 3'_O" x , I 0 LAG BOLT 2' . CI); E � b s- m 1 1 I z'- e" x z'-a^ x r e^ FOO ING L _ @2" O.C. CONCRETE FOOTING TYP, (CRAWL51`ACE U.O.N )ACCESS N I F- 7- — 1 ( I —I - I,� 2x l0 F.J. Q 16' O.C. . W8x 10 W8x 10 W8x 10 I I W8x 10 I W8x'10' _ — _ II _', x PRE55URE TREATED I w v N k #i UNEXCAVATED BEAM POCKET — JJ LL PSEE DETAIL ON J SIRS ABOVE WITH 6x6, OI I0 FILL 4 TAMP SOLID 4" CONCRETE — 511 EET G-I Tl'P. ANCHOR BOLTS I r 8" DIA, CONC. PIER TYP. SEE DETAIL - x s WWF REINFORCEMENT I = Lj ON 16"xl6"xl2" _ '' I9 u ON SHEET G-I O 2 1 l N I m ry(, _ r 22, SEE IST FLOOR N FOR SLAB PITCH) Cl I I 1 4j, T-9 T-g„ 8" 4 FOOTING (PIER VIDE I } O I ,� 7-4 T-4 ' T- w 2'-0" I OF (2) 2X IO PERIMETER o J o o ' .t h un W J HID � - - - - - - - - - - - - - - - -- - - - -' - - - - -- - - ------ - -- - —1 r � UNEXCAVATED - r�` 4" CONC. O N 6x6, 10/10 iO B ' '- o. I �y, 1 8'-3" 21'-0" 9'-i''4^ 6' 0" 23' I" .. x 60'-0" - CLAY CHIIMNEY CAPS "SUPERIOR" OR EQUAL A6 SELECTED BY OWNER MN'YEQUAL A5 SELECTED BY OWNER HEADER COURSE C HEADER COURSE ' , '. FOUNDATION PLAN SOLDIER COURSE A_5 SOLDIER COURSE SCALE : 114" = I '-O" HEADER COURSE BRICK RELIEF DETAIL HEADER COURSE � • AS DIRECTED BY - 't��;3,w LOUVER A5 OWNER I " t r MANIUFACTURED BY ARCHITECTURAL 5HfNGLE5 A5 5ELECTED FYPON OR APPROVED BY OWNER OVER 30# FELT SUBMIT EQUAL ARCHITECTURAL SHINGLES A5 ALTERNATE BID FOR RED CEDAR SHAKES • 'r'°r SELECTED BY OWNER OVER 30# FELT, OVER SKIP SHEATHING IN LIEU OFao \ SUBMIT ALTERNATE 810 FOR RED 1 ASPHALT SHINGLES - CEDAR SHAKES OVER SKIP 1 '•zI',x�., �, ' - SHEATHING IN LIEU OF ASPHALT 8" RAKE BOARD 5HINGLE5 4" TRIM BOARD 8" RAKE BOARD �•"`"" ° $ 4 -- 4" TRIM BOARD .�g OF NEIy i e0. - . . -- AZEK FRIEZE BOARD TO TOP OF D --- -- -- 'AZEK' °0 ++ WIND FRIEZE BOARD TO TOP OF ". - -, ,WINDOW V.LF. ' I�, _a�I � WINDOWV I F. VIN TRIM (WP.)1..x4" TRIM (fl'P.) I ' VINYL CLAD WINDOWS (11'P.)VINYL CLAD WINDOWS (Il'P.) RED GEDAR 5HINGLE5 PRE-STAINED RED CEDAR 5HINGLE5EIE Nilw>': COLOR 5ELECTED BY OWNER -_-_>—� PRE-STAINED COLOR SELECTED r ' — BY OWNER 4x SECOND FLOOR 0 _ 0 , G" AZEK CORNER BOARDS 6" AZEK CORNER BOARDS i WITH PLINTH WITH PLINTH RAILING COLOR S STYLE III RAILING COLOR E SME L AS SELECTED BY OWNER ' AS SELECTED BY OWNER MAC FARLAN E RE51'D EN C, I' 'a ;! a II, P AT CUTCHQGUE, TOWN OF 50UTF10LD P' — ' �� " ,� I' — � �1 � ' of I II . � I '' I, FIRST FLOOR " i SUFFOLK COUNTY, NEW YORK p " FIRST FLOOR II l FF17Ff � � (� � I� s : GARAGE 'LOO DECORATIVE SCREEN +I - A5 PER OWNER FOUNC7ATION PLAN +F,S'1V�.. EI- +JAS`. I b z OVERHEAD DOORS - _ _ ! �x art AS PER OWNER On PARGE FINISH EXP05ED' - - - CONCRETE CONCRETE RETAINING STEPPED FOOTING 3-01 WALL FIN15H AS PER COVER TO GRADEOWNER V, DRAWING PREPARED MAY 10,1 WEST ELEVATION EAST ELEVATION SCALE : 14" = 1 '-0" SCALE. u4"+I -a s, „ 5CALE' : 1/4" — 1 '-0" / JOB NO.: 2005 0029 OWG.. 2005 0029 PIAN5 PER PCB MIZTING V 4 .Y 17 " r Young * Young 400 Ostrander Avenue, Wverhead, New York 1 1901 G31.727-2303 Howard W.Young, Land Surveyor Thomas C. Wolpert, Professioml Engmeer CONTINUOUS RIDGE VENT Robert C. Tast, Architect Ronald E, Pfuhl, Landsape Archdcct LVL RIDGE - SEE PLAN FOR SIZE Douglas E Adams, Processional Engineer ALIGN RIDGES ARCHITECTURAL ROOF �— SHINGLES OVER 30# FELT 1 2.3± 2,X 8 1 6 0 C.I 11! I j P FG INSUL R-38 FG INSUL R-38 2 X 4 DIAGONAL IES 161, O.C. 1 5/8" GYP. BD. BEDROOM # 3 BEDROOM #2 DEN 2x4 STUDS AT 16" O.C, 2x4 STUDS AT I G" O C 3}` UNFACED SOUND INSULATION BETWEEN FLOORS a ' FG. INSUL R-2 I AND ALL BEDROOMS S BATHS ,j FG IN5UL. R-21 FINISH FLOOR - SEE SCHEDULE J SI MP50N C520 @ I G" O.C. SECOND FLOOR Li L-1 3/4" PLYWOOD ROUGH FLOOR � REFER TO DETAIL ON G-15ECOND FLOOR 5/8" FC GYP BD - Y 5/8" EXTERIOR GRADE WALLS 4 CEILING „ PLYWOOD SHEATHING TJI JOISTS 16" O.0 WITH a R-38 INSULATION MUD RM FOYER GREAT ROOM PRE-STAINED RED CEDAR SHINGLES OVER TYVEK HOUSE WRAP - COLOR AS PER OWNER ; GARAGE X _ INI5H FLOOR- SEE SCHEDULE ij CZ-73 I, /4" PLYWOOD ROUGH FLOOR FIRST FLOOR L 4' CONCRETE SLAB WITH � GARAGE FLOOR 6X6, O/10 WWF _ R-38 G INSULATION 2" C CRETE SLAB -- A SECTION SCALE : 1/4' = 1 -0" CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT X 14" LVL RIDGE 1'411' X I G" LVL RIDGE ARCHITECTURAL ROOF 2X8- I G" O.0 SHINGLES OVER 30# FELT- SEE ARCHITECTURAL ROOF SHINGLES ALTERNATE BID REQUIREMENTS OVER 30# FELT- SEE ALTERNATE 12 DWG A- I BID REQUIREMENTS DWG. A- I1 2 3 X 12 RAFTERS I6" O C - O 9 2 X 1 2 ?AFTERS I G" O.0 5/8" PLYWOOD SHEATHING _ j 5/8" PLYWOOD SHEATHING FG INSUL. R-38 -PROVIDE BAFFLES TO COLIAR TIES @ 16" O.C. a; MAINTAIN CLEAR, AIR PASSAGE TO ATTIC 2x8 C.J. I G" O.C. 2x8 G.J. @ I G" O.0 ---------- EG N5UL. R-38 -PROVIDE SIBAFFLES TO MAINTAIN CLEAR »' �. IwIP50N H2 @ G" O.C. '" AIR PASSAGE TO ATTIC '-'`� y' 2 2x6 C.J. @ 16" O.0 X 4 DIAGONAL NON-5TRUCTURAL Ix8 FACIA WITH . r IxBS FACIA WITH COPPER GUTTER BEDROOM #2 VENTED BEADED VINYL SOFFIT y TIES 16" O.C. COPPER GUTTER WO)LVERINE TRIPLE 2" OR EQUAL DEN _ VENTED BEADED VINYL SOFFIT AP,xE of NEW ro 0 2x4 STUDS AT 6" O.C. `� 2x4 STUDS AT I G" O C WOLVERINE TRIPLE 2" OR EQUAL 9 4t CHAg4F 1/2" GYP BD. WALL5 S CIELING5 o CROWN MOULD S FURRING -HUMOR 3}" UNFACED SOUND b SHINGLES TO CREATE CURVE AT FLOOR 0 3}" UNFACED SOUND 2x6 STUDS AT I G" O.0 tee s MR GYP BD. ALL BATHS INSULATION BETWEEN FLOORS e' m INSULATION BETWEEN FLOORS AND ALL BEDROOMS S BATHS UNfE- PROVIDE FULL SIZE MOCK-UP ON AND ALL BEDROOMS S BATHS FG. INSUL R-21 14 51TT FOR OWNERS APPROVAL PRIOR % 12 : TO CONSTRUCTION CROWN MOULD SPURRING -HUMOR FINISH FLOOR - SEE SCHEDULE :i MA TER BEDROOM FINISH FLOOR - SEE SCHEDULE '#r N 1 sM1 oA 5 /2� 3/4" PLYWOOD ROUGH FLOOR SECOND FLOOR SECOND FLOOR f 3/4" PLYWOOD ROUGH FLOOR ;i LINE- PROVIDE FULL SIZE MOCKCREATE CURVE -UP ON cxS/E D e�NX�� SITE FOR OWNERS APPROVAL PRIOR TO CONSTRUCTION 5/8" EXTERIOR GRADE 1 4" TJI 230 FLOOR JOISTS - 16" ' TJI FLOOR JOISTS - O.C: WITH SOUND INSULATION O.C: 5/8° EXTERIOR GRADE PLYWOOD SHEATHING -+ PLYWOOD SHEATHING O.C. WITH SOUND INSULATION � ' FG. IN5UL. R-21 =i 5/8" GYP. BD. WALLS S CEILIIG5 !I 5/8" F.0 GYP. BD WALLS S CIELING5 >i 2x6; STUDS AT 6" O C. - MR GYP. BD ALL BATHS !� PRE-STAINED RED CEDAR 1 PRE-STAINED RED CEDAR MAHOGANY DECKING PIN15H E, = GREAT ROOM SHINGLES OVER TYVEK HOUSE SHINGLES OVER TYVEK HOUSE A5 5ELECIED BY OWNER WRAP - COLOR AS PER OWNER WRAP - COLOR AS PER OWNER MECH . GARAGE o ,I' /�FINISH FLOOR - SEE SCHEDULE - 51MF5CN L5TA3G @ EACH ROOM / 3/4" PLYWOOD ROUGH FLOOR ''; 51MF50N L5TA3G @ EACH STUD REFER TO DETAIL ON G- 4' T _ _ _ FIR5T FLOOR 2x6 PRESSURE FIRS FLOOR FIRESTOP OVER GIRDER — STUD REFER TO DETAIL ON G- S „ ,, t , (2) 2xMAC FARLANE RESIDENCE 6PRE55DRE TREATED SILL PLATE 4" RISER 4x4 POSTS GARAGE FLOOR GRADE VARIES 2 X 0 - 6" O.C. WITH TREATED SILL PLATE AT CUTC OGUE, TOWN OF SOU- OLD 5/9 m ANCHOR BOLT 6" _ GRMDE VARIES R-38 FG INSULATION FROM CORNERR DOLT C11 3'-0"3 0 O C SUFFOLK COUNTY, NEW YORK FROM CORNER 3'-0" O.C. _ _ --' - = CON INUOUS KEY 4 X la STRAP TIES EACH CONCRETE FOUNDATION WALL _ 4" COTIT NCRETE 5LAB WITH 1 - 1,� I�� 6x6 10/I O WWF JOIST TO W 8 X 10 STEEL AND FOOTING CONCRETE FOUNDATION WALL - m III ___' ,III -1 GIRDER 6 POROUS FILL L1 L_, AND FOOTING - - ' ' - - j ,_ I ' L_ J 2" CONCRETE SLAB secTloNs �' - - 6 MIL VAPOR BARRIER I. " � ' CONTINUOUS KEY 8 0 CONC PIER WITH 12" x 12" x 12" - FOOTING TO REST ON UNDISTURBED SOIL MIN 3'-0" COVER TYP D SECTION B SECTION ' SCALE : 114" = I SCALE 114" _ � '-O", DRAWING PREPARED MAY 10, 2005 SCALE. /4'+i'-0" JOB NO 2005 0025 A-4 DWG 2005 0029 PLAN5 PER FEB MELTING 1 Young 4 Young _ 400 0etrander Avenue Riverhead. NeW York 11901 q t" . G31-727-2303 W„ A H..ard W Young, land 5,'.Yrn -' - - Thom.,C WOlpErt. Professional Engineer _ Rabart C.Taet, ArohRect t } - Ronald E. PFuhl,'bnd> re Arehitget } Douglas E Adams,Profe,,,.ml Ertgi / 'rT � fir^ — � — +n " V 01 MECH. Roots — —. �� 5YM56L5 a „ "Fl dh DINING AREA r/ • — u I \ WALL MOUNT PIxtUR€AS SSD GFI / _ 1 SELECTED BY OWNER ` ql . SCOr. DIRECTIONAL HI-HAT A5 5ELECTED ... Pc BY OWNER - - - - GFI ` O I II �f, // \I T 1 HI-HAT -TYPE AS SELECTED BY - KITCHEN OWNER 4wt _ PORCELAIN RECEPTACLE ' GFh CHANDELIER AS FURN1511ED BY \ � ' — �\ STT_ _, —I / \\\ � \� I\ — I DECK OWNER s, DOUBLE SWITCH GREAT ROOMI GARAGE i i'e'� <. w IV . . DUPLEX RECEPTACLE / - — - - - \ / I SWITCHED DUPLEX RECEPTACLE / / MUD . tet* \ _�/ ®5D ` r \ - - - / 220 V OR SPECIAL RECEPTACLE i ®CO \ / FLOOR RECEPTACLE - ^ " ,i, +. a� GFI / L — -�\ / - m � PHONE JACK ��r -��'�" ✓ ., F \\,I _ � Q DOOR SWITCH .F k ZI FOYER � �_ // � - 75 CFM EXHAUST FAN OR MPTPR ? 1 — -- - --�'1 GFI POWDER / \I _ ROOM I $ © 75 CFM EXHAUST FANLIGHT rc I COMBO GFI / \ CHIME O 000&DELL FIRST FLOOR ELECTRICAL PLAN VACUUM OUTLET SCALE : /4ii = 1 '-0" O = FAN AS FURNI5H€D BY OWNER+ Al _ - - - - - - 1' Y } ^v — a I � I U I - - -- - _ ,, . a BEDROOM I ��Iv ', S I a GFI I I I CL06 v\ _ — � SPS6 LF NEW 4 j BEDROOM'; �E}�ROOM . \ / y apt CH4R E opt 050 - - \ ice/ �/ Fm r - I — i TTI F , 4 �2 - -- — — T � — - -- - - II -- - - - $' -- - - -- - - - - - � ' ed } �Y-,\ �, BATH i .A � qfi DEN BATH 31` - I�� ,l � O _ \ vrvl- CL: 9Co 05D CL .. �{. 5Da P L - --- - -- _ qp 1 - _ _ - _ T' - - -- MAC FAPLANE KE51PENC°E x ` L - - - ^� - - - - r - - - - - - - - - - - - - — J AT CUTCHOGUE, TOWN OFSOUTHOLD 1 SUFFOLK COUNTY, NEW YORK` 5E'CQND FLOOR LECTRIGAL 'PLAN r SCALE , 4" J : p i' / l '-Q ti,µ FI R5T R SECOND FLOOR ELECTRICAL F-LAN I� ,r �i 141 DRAWING PREPARED NfAY,750+. 5a, „ w , - SCALE: I14 = I' 2 ;i JOB NO 2005 0029 ' DWG 2005 0029_E-I �e NAILING SCHEDULE (EXPOSURE NBu) PRESCRIPTIVE DIE5IGN LIMITATIONS: Young t Young 400 Ostrander Avenue, Riverhead, New York 1 1 901 (AS PER 1995 WFCM TABLE 3 1) ATTRIBUTE LIMITATION REFERENCE SEC FROFOSED G31-727-2303 SECTION NOURf Howard W Young, Land Survelor NUMBER OF NUMBER OF NUMBER Of 5TORJE5 3 1131e 11 IIIC WINpert, Pinfessicral Engineer JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING 2 Kcbert C, Tast, Architect FLOOR SY5'TEM5 ROOF NAME f CEILING IOIST5 Ronald E, From, Landscape Architect ROOF F R A M I N G OCF R C CEILING JOISTS REFER TO FLAILS FOP,512( t Douglas E Adams, Profe55,onal Engineer DINNER :0197 STAN 26' 3J 32A 13=7" REFER TO PUNS FOR 91ZFF JOISTS i05T SPPGING 24" 3 3 26 16" 5PACING SPACING RAFTER TO TOP PLATE(TOE-TDI LED) (TABLE 33A) 3 -8d 3 - IOd PER RAFTER cANTILEVERs/SETBACK-SUPPOP.nNG LOAOBEAWNG 5HEARWALL OR NONSHEPRWALL D' 31.32' 2m.d N/A1 CANTRfVfRS-SUFPOfti1NG NONBEARING 5HEARWNNOk NON5HEARWALL U9 3132' 216 WA CEILI14G J015T TO TOP PLATT (TOE-NAILED) (TABLE 3 3A) 3 -8d 3 - I Oa PLR J015T CANTILFVPR5/SETBACK-SUPPORPNG LOPDBEARING SHEARWALL 4p 3,1 3.311 2.lae WA CEILING JOIST TO PARALLEL RIPPER(PAGE-NAILED)(HER JOINT) FLOOR VERTICAL fLOOR OrFSET D 31.32d I3 N/A 1 DIAPPRAGM5 FLOORDIAPHRAGM ASPECt wATtO X5 3.132' 16 DA P(TABLEE SLOPE' 3 12 22 - I Gd 22 -4011 FLOUR DIAPHRAGM OPENING L555 OF WOR 3'I 3.21 7 WA ' (THREE 3.7J 4:1 L 17 - 16d 17- 40d EACH TAP 50%OF DIMENSION 5.12 14 - IGd I4 - 40d RMFSnN 7:12 10- 1 Gd 10-406 WALL SYSTEMS , 11.311URRICAN, S:12 AND GREATER b 1 Gd 8-40d WALL 3TUD5 LOADBEAWNG WALL HEIGHT O 3.1 3.3a. 9.P SIMPSON 112 @ 16"O C, CLIP @ I C"0 C NON.LOADB WBNG WNL HEIGHT 20 3 3.3a 9'-D' 5-Bd COMMON NAILS CEILING J015F LARS OVER PARTITION (FACE-NAILED) WALL 5TU0 SPACING 24^ 3 336 16" @ EACH END AC-1 EP 510E RAFTER SLOPE, 3:12 22 1 Gd 22 -40, 'IHEA-ALTS .SHEARWALL PUN Of15FT -0 3,1 33c M- I (TABLE 3.7) 4,12 17- I Al 17-4Ud SHEARWALL SEGMENTS PSPECf RAT) 3 1121 3 1 3 3e E]RERIOR WALL STUDS 4 - 6d 4 -40cf EACH IAP REFER.TO PLANS FOR SIZE• V✓OCD POST 5:12 10- I Gd 10-40d ROOF 5Y5TEM5 SECTIONS FOR 5PACING - REFER TO PLANS FOE G12E 7-12 9:12 AND GREATER B 16d 9 -4Ud RAFTER SPAN(HOREONTAL FR.OJEOnDNI 26' 3 1 3.4a ^ LJI,BtR �FTERIFTOP PLATE 5TRAPPING ' / _ _ 1 PORCH/KAfTEP/GlKDEK CONNECTION P.A-I ONE RATER gFADING 24" 3.1.39b COLLAR TIE TO RAFTER(FACENAILED) GVERHPNG LENGTH LE55 Of 2'OR RAFTER 3 3 4c PALTER ELOPE 3:12 7 - I od 7 - 12d LENGTn/3 G- SCALE : NONE G- SCALE NONE (TABLE 3 41 4 12 6 - I Od G - 1 2d ROOF SLOPE FIAT- 12 12 3 1'3.4d 5 12 4 - 1 OR 4 - 126 PER TIE ROOF ROOF DIAPHRAGM ASPECT RATIO 4 3., 3 qe 1,6 2 3.1 G 12 AND GREATER 4 - I OR 4 - 12d ROOF wGMs 'ENCEWIONS MAIINUAl L le FOR CANILEVER,SUPPORTING ONLY P ROOF WITH A SPAN OF 25 FfET OR LESS. BLOCKING TO RAFTER(TOE-NAILED) 2 -8d 2 - 10, EACH END REFER TO CORNER,HaLDOWN DETAIL CONTINUOUS RIDGE VENT RIM BOARD,TO RAFTER(END-NAIIEP) 2 - 16'1 3 - I6d EACH END FLOOR AREA WALL F PAMING s1MP50N c520 @ 1 G"o c SELF SEAL nSHEWIVE ou PACT BASEMENT AREA. 997 5 F. 8 Ba COMMON NAILS IN EACH END 1 4"- 5' ,TAIL GNADL UNE TDP PLATE TO TOP PLATE(FACENAILED) 1BuG'0 ou T FANE,nm NET 2 1 Gd 1 2 - IGd 1 PER FOOT OF STRAP MIN ©c o c nr r•nnB cocci TOP PLATES AT INTERSECTIONS (FACENAILED) 4 - I Gd 5 - 1 G, 301NT5 -EACH SIDE FIRST FLOOR AREA. ROOF RAFTERS I"-I B"_9 REFER TO PIANS FOR 54f @ _ 3/8" 7/ G`i9 'INC COAffG STUD TO STUDD(FACE-NAILPD) 2-IG6 2 - IGd 24"OC. DVING' 9975.P SPACING �_ K1 � _ � -__r__y__ ROOF) SMOGS SHANK N ROOTING MAILS OR � APPROVED EQUAL GARAGE: 452 5 F. HEADER TO HEADER(FACE NAILED) 16d 16d I'G"OC ALONG EDGES _ RIDGE 2 - 1 Gd PER 2.4 STUD - - RIDGE STRAP MAY BE IN UPPER 5 5/6"NOMINAL UNExP05E0 TOP OR BOTTOM PLATE TO STUD (END-LAILED) 3 - Gd PER 2a6 STUD SECOND FLOOR AREA: FOR 2x6 COLI G' TIES IN UPPER. I/3 ! TnRCUGHT BOTn IAttrS OF ROOF @ 16'O C BOTTOM PLATE TO FLOOR.JOIST, BANDJOIST, ENDJO15T OR BLOCKING 2 - IGd 2 - I Gd PER FOOT LIVING: 1 .427 5.F /^` LACE-NAILED) (BASED ON SHEATHING NAILED@G' OC AT PANEL EDGE) ( - - \ ROOF SI-TINGLE NAILING DETAIL F L O O R F R A M I N G rorAL uvING AREA: 2.427 5.F. RIDGE STRAP G- 1 SCALE NONE JOIST TO SILL, TOP PLATE OR GIRDER(TOE-NAILED) 4 -8d 4- I OaPER JOIST G- SCALE : NONE BRIDGING TO J015T(TOE-NAILED) '_ - 5d 2 - Od EACH ENP BLOCKING TO JOIST(TOENAILED) ) 2- 8d 2 - Od EACH END BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 1 3 - 16d 4 - Gd EACH BLOCK _-_ EXTERIOR WALL STUDS REFER TO PLANS FOR 512E a --- ----- LEDGER STRIP TO BEAM (LACK NAILED) 3 - 16d 4 - 16d EACH J015T SECTIONS FOR SPACING L Z DEC W000 POST T L JOIST CIA LEDGER TO BEAM (TOE NAILED) 3 -8d 3 Od PER JOIST 0 REFER TO P RCFFR TO PLANS FOP,512E e 5PACING BAND JORTTO JOIST(ENU-NAILEM 3 - 1 Gd 4 - I Gd PEP JOIST 51MP50N 0520@ 100C RAPID JOIST TO SILL OP,TOP PLATE(TOENAILED) 2 - Gd 2 - I Gd 2E PER FOOT HEADER R'FER TP PIANS POP BICE N 2 1 BMF50N I n, C'EACH LID R O O F 5 H EATH I N G FLOOR JOISTSI/2"m THRIJ BOLTS 3'MIN I TOTAL.NAII5 A9 FEr REFER TO FLOOR PLANS FOR SIZE.f MN NFACTURER HEADER 6-16d COMMON bIAILS @ fACll STRUCTURAL PANELS PANEL IPJTEP.MEOIATE SPACING REFER TO rl?JFOR SIZE 51DE WOOD PGS[ (TABLE 3 6) EDGES SUPPORTS ; EEPER f0 P.ANS FOR 512E INTERIOR ZONE Ed ICA 4" G" Z 51MP50N FE-1-1 POST BASE PER1nnETEREDGE ZONE ed 1Od 4" 4• - HEADER/POST STRAPPING GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d Od q q' 4-9d COMMON NAILS @ EACH END ROPER TO LOOTING Of STRAP MIN. REFER TO PIANS FOR SIZE G- SCALE : NONE ' faTERIOR WALL sTuos C E I L I N G 5 H E A T h I N G KILLER,TO PLANS FOR.51214 ---- - --- GYPsunrWALLBOARD IRd COOLERS EdCOOLERs7• EDGE SECTIONS FOR SPACING/ Ior,FIELD �15PANDREL5TRAPPING ( ` P05T/JO15TCONNECTION W A L L 5 H E A T H I N G 6- SCALE : NONE G- I SCALE NONE _ITRUCTUF.AL PANEL INTERMEDIATE PAINELS/HAROBOARO EDC-ES' SUPPORTS _SCUD F._OCIJ'H, GIFT III FcrvnoN (TABLE 3 9) INTERIOR ZONE 8d I Od 6" 6" 4' EDGE ZONE 8i 1 O G" G. FIBERBOARD PANELS Hd NAILS RJi 3 O C 7/1 G" Gd 3 - 3" EDGE/G" FIELD ' 25/32^ 843 - 3" EDGE/ 0 FIELD, REFER TO SOOR PUNS FOR SIZE REFER TO PLANS FOR S¢e t Bd:JN614 e'O C GYPSUM WALLBOARD Sd COOLERS Sd COOLERS 7"EDGE/ 10" FIELD EXTERIOR WALL STUDS FLOOR JOISTS EXTERIOR WALL 5TUD5 REFER NS PLANS FOR 512E f C'C F LOOK 5 H E A T H I N G SECTIONS FOR 57ACING 51ACING ONS FOR SPACING 51MP50N PHDB-5D53 TIP @ ALL 11 5TRUCTURAL PANELS OUTSIDE CORNERS }I Od COMMON NAILS TOTAL LINE of rOUNDATIJn I"OR LE55 8d Od G"EDGE/ 12" FIELD WALL GREATER THAN I" Od 16d 6'EDGE/G"FIELD 24-5D5 114"r3"SND FASTENERS AROUND N DOUBLE wRAFPED AIMPSO DOUBLE5I"rrffLL FINITE @ TYPICAL PLYWOOD NAILING PATTERN SASE OR VERY NAILING NOTES REFEVLOOR To 015T5 G'DG G- I SCALE NONE S [Hq OR REFER J FLOOR PIANS FOR SIZE G Oq'c0. E/ � SPACING I NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED G" ON CE6ITER AT TINE PANEL EDGE If WALL SHEATHING IS C67 COUPLER NUT - tr NAILED 3"0I4 CENTER AT THE PANEL EDGE TO OBTAIN HIGHER 5HEAR CAPACITIES, NAILING REQUIREMENTS FOP.STRUCTURAL 2-10d COMMON NAIL5 @ MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, 5UCH A5 SHEAR PLATES, SHALL BE USED TO MAINTAIN THE y�• a MIN E EMBEDMENT ANCHOR 15" EACs PLATE CONCRETE REFER COLUMN LOAD PATH MIN EMBEDMENT REFER.TD PIANS FOR REFER TO FU45 TOY.512E Pe be IGCbl GA 2. WHEN WALL SHEATHING IS COPITINUOUS OVER CONNECTED MEMBEP5, TINE TABULATED NUMBER OF NAILS SHALL BE CONCRETE FOUNDATION (4)MR 0 S"LnIIG PERMITTED TO BE REDUCED TO I - IGd PER FOOT. REFER ETF SLAB AHCHOR 6005 T REFER TO PLANS FOR 512E - - - -- 6 REINTO FLING FOP PED 3 CORROSION RESISTANT I I GAGE ROOFING NAILS AND I G GAGE 5TAPLE5 ARE PERMITTED, CHECK IBC FOR ADDITIONAL r REwrDFCBNG 1 U". 1 O'• �"RASP PLATE REQUIREMENTS - - 4. ALL QUANTITIES ARE BASED ON 1 s' oc SPACING FOR RAFTERS, Jo15rs AND STUDS. CORNER t10LDOWN FOUNDATION WALL/ FLOOR 5TRAPPING G- I SCALE NONE G- I SCALE : NONE 5 FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF NOTE ',ANLRETE EOoiwc NOTE DNs N1N,n'�M1've eONR rLI FLIT,FOR s_r PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT ABOUIREMENT5 511ALL BE U5ED. LOR B40 AN CCI WITH H I,MAri G JI1 o'A Paar IF nsrml OL zo rr�CP ors 1. C. FOR WALL SHEATHING WITHIN 4 FEET OF THE COP.NER5, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS 511ALL BE USED EXTERI°F,WALL STUBS, INTERIOR COLUMN FOOTING CONNECTION REFER.TO PUNS FOR 512E F NONE SECTIONS FOR 5PACING G- I SCALE ' EFERI WALL BONDS FLOOR JOISTS REETOFOR TO PLANS FOR 512E __ REFER TO FLOOR PUN5 FOR 5IZE f SECTIONS FOR 50ACING 45PAQ14G FLOGKJ0I5T5 - 3-0" MAC FAIZLANE RESIDENCE REFER TO FLOOR PUNS 518"0 ANGKOR BOLT �ePER TO PLANS FOR sae FOR saE eBRAG ING -0" EXTERIOR WALL 5TUD5 AT CUTCHOGUE, TOWN OF SOUTHOLD - --- _ J�_ SECT ONO FORJPACIIW7Ef SUFFOLK COUNTY, NEW YORK EGRESS WINDOW SCHEDULE (ALL SLEEPING ROOM5) 1,i • DECK J " ToP NS FOR FLOOR ROOM NAME REID'D CLEAR OPENING PROVIDED (5 FJ — 1 2IN. REFER 912E f SPACING i SECOND BEDROOM 1 57 5.7 1 4„ o W WASHER ER MT) GENERAL INPOIZMP.TIdN SQ 1 SECOND BEDROOM 2 5 7 7.0 = "I CONCRETE FOUNDATION REFER TO PLANS PDR FLOOR JOIST5 SECOND BEDROOM 3 5.7 5.7 BEAM CONCRETE FOUNDATION 3" 512E PETER To FLOOR PULL FOR SCE REFER TO PLANS FOR 5IZE REFER TO PIANS FOR SIZE LINE.OF DOUBLE&G 112"0 LAG BOLT t SPACING5'TED.BA5EPLATE5 5/8'0 ANCHOR BOLT Q SILL PUTS (S12"11 CUN6RFTE FCUNDATICN CLIMATIC 4 GEOGRAPHIC DESIGN CRTIERIA - ' CONCRETEFOUNDATIONFODND,ATION -- - ;2--- ---- -- - -- - - SIMPSON 0210 kEFEP.TG PLANS TOR!CBE ' ELOAD WIND 5EIr4MIC 5LIBJEGT TQ DAMAGE BY WINTER ICE 511111 REFER TO PLANS FOR 5I7E I'IGE @ IG"OC uNITrI AY FLOOD (SPEED IN DESIGN NkATHER.- FROST LINE DESIGN MINT HAZARDS DRAWING PREPARED MAY 10, 2005 NIPrn cnrEGORY ING DEPTH ERMITE Ofcar TEMP. REONIRED BEAM POCKET ANCHOR BOLT 5PACING LEDGER BOARD CONNECTION NIA PER MOD TO 5LIGnTTO 11 L 120 R 301 2 z sevLRf 3'-0^ HEAvr MOOfBBll 1 1° C/5 G- SCALE : NONE G- SCALE 1 NONE G- SCALE . NONE SCALE AS SHOWN G' JOB NO, 2005_0029 DWG 1CONTRACTDRAWING5\G-I.DWG I Young * Young 400 Ostrander Avenue, I New York. 1 1901 G31-727-2303 liowsd W" Young, Lind Surveyor Thomzs C Wdpert. Proiessondl fi,g ,,r Web stiffenerJoist blocking Ponald E Plural, Lnds.,p q, r attachment mtect Douglas E Adam,, Professional 6�neer Nail to Ft with 8d ,_ 1 -- , — Non-Load bearing at 6"' o.c.— -- gap Rim joist. wall above— Nall to FLwith 8d Nail to jmsl wob frons each at Err o,c.— side per manutacture,s - _— runommondatlon Web stiffener each side- load from above Notes: Floor joists must be designed Install web stl tfeners tight to the bottom sidle of —Web stiffener each side the top flange when required by load to carry a load bearing wall above when (,ofer to manufacturers recommendations.) not stacked over a bearing wall below when required. (typical) r_ FLOOR JOIST STIFFNER WALL OFFSET AT FLOOR JOISTS JOIST BEARING ON WALL WITH END BLOCKING �j'-2 SCALE NONE FIGURE 2 8 (WFCM-SBC 1995 NIGH WIND EDITION) SCALE NONE FIGURE 2 4d (WFCM 55C 1995 I11Gh WIND EDITION) �' 5CALE NONE FIGURE 2 4a (WFrMl 513C 1995 Fil6d WIND EDIII(rN) Nall joist to IE with 8d at G" O.C." We must be of sufficient width to provide the required Do not bevel cut bearing length for the joist. joist beyond Inside Bim joist. face of wall. --No Bearing Above ' Nail to It with 8d at 6" o.c. — Backer for horizontal— siding or stucco can -wen st';fener each side be added as needed. when required. (typical) ii FLOOR JOIST AT SILL PLATE JOIST BEARING ON WALL WITH RIM JOISTS _ JOIST BEVEL CUT G-2 JCALt NONE FIGURE 2 5, (WFCM-55C 1995 111611 WIND EDITION) wjCANE NONE FIGURE 2 46 (WFCM-55C 1995 NIGIi WIND TDITION) �j'_2 9CALE NONE FIGURE 2 5a (WFrM 55,- 1395 11611 WIhID FDITION) C? OFN W <- ZPtE E 1- Blocking between joists.— Wood beam � � N �� rf �2 i ' Joist hanger Wood beam-`V� -Load hearing wall above (stacked over wall below.) —Top of hanger shall be located above neutral axis �- " Nail Blocking to kwlth of beam. Check with ► '16 �� 3d at 6" o,c. hanger manufacturer, f —Solid block all - a <, Note: j posts from above �. Web stiffener each side Web stiffeners teach side may be to bearing below when required. (typical) required for joist stability, hanger { ��� Joist blocking sufflcent compatibility or foist reaction. to support load 1 MAC EARLANE RE51DENCE _ JOIST SUPPORT HANGERS COLUMN LOAD TRANSFER AT FLOOR JOIST CONTINUOUS JOIST OVER BEARING WALL ATCUT H KcoTOWNTY, Off OUTTNEW KOLD G-2 SCALE NONE FIGUIRE 2 7 (WFCM-5BC 1995 1IIGI1 WIND EDITION) Gj_`2 rjCA� NONE FIGURE 2 Sb IWPCM 'BC 1995 IlGrl WIND EDITION) L2 5CALE NONE FIGURE 2 4r (Vv FCM-5DC 1995 111611 N/IND EDITION) G�ENE2AL INF=OfZM ATI ON DPAWW I'�' rnaED MAY 10, 2G05 JUNE G-2 IVI: ML ^_005 0029 -_ �____ plld VCONI P!•Q DFfAWING5Vir2 DWG Young � Young 400 Ostrander Avenue, Riverhead, New York 1 1 901 631-727-2303 Howard W. Young, land Surveyor Thomas C Wolpert, Professional Engmeer Robert C.TasL, Architect Ronald E. Pfuhl, Registered Landscape Archtect N. Douglas E Adams, Professional Engmeer B A-4 72'-0" 12'_0" 15'-6" 17'-4" 3'_ 4'-10" 3'_021 16'_4" ._8.. 5'_8., 5'_5" 5'_ 3 �� 3 5,. z� 3'_2" 3'-2" L' 3'-2" 3 3'-2" _0 D A 37 7' 37 7 b HI4 LOW . LOURVER A/P MECH. 3717 3717 ROOM 3741 3741 3717 3717EQUIP3717 3717 3717 __----- .__. 3757 3757 3757 3757 171 3757 _ HD ADD LVL UNDER BATH 4x6 V05T TYP. m OO -- -- �- -- BEARING WALL ABOVE L I nh 3717 3717 SCO I, I 1 0 o m � , mm -3741- -3741 (2) 2x10 o KITCHEN 00 BATHROOM VANITIESKITCHEN CABINETS o j� 4x4 PO 1 HO ___ _ _ _71 4" RISER (2)2 68 H - Q O _o N SUPPLIED BY OWNER AND _ INSTALLED BY OWNER. QO @j N O0� 9z' TJI 230@ 12"O.C\ - mm 0 DINING ARE N I m _ __ _ / N a ❑ 4'-0"WIDE N I3K , 4'-0"WIDE PEGBOARD — — �9 I�Ya 4x4 POST r N� - TWO WALL5 ~ olk A5 PER OWNERS O °? 1 ol0 O 1 1C� � , 4x4 P05T O BRICK OR STONE AS DECK I O \\ ex CRAWL SPACE 5ELECTED BY OWNER _ r� x ACCESS f--'" %n;: - - �w MAHOGANY N O \\ U E OM -�' DECKING FINISH V V g G 10 2870 POC - -_ _. . . -_. _ _ = N AS SELECTED BY O ARAVE MUD M. U - 1 D FIREPLACE OPENING WI1 1 O_ O OWNER N - . O 4x4 POST _ TEAT R 4x6 POST \ O _ 4" CONC. SLAB WITH = _•.. .. HIGH aw 6x6, 10/IOWWF O �H 1 N _ HD p s_ L Q 4 PO I 4x4 POST &RAISED HEARTH N N _ -- - --- -� N m REINFORCING @ `�o m (L U PITCH 6 4�H R. FPSC OSO 4 8J' J Ir z 5 T @ 9. _ o LOCA E STAT FROM 2'_I' 2' _ F• 3'"Oy' 4„ 1 5'_6 5 7 " Li ^h m DECK ERE 4x4 POST 2 6"i r r Qfavm m m Cp O \ vn to DOS NATED Y 4ii (2) 2x10 0 A �. \ 1 '�L. 5/8" F.0 GYP BOARD L5 ~ �PRE5ENT ^�`*I FOYER = m 1 'Y CEILINGS WALL N N a A 3468 + CENTRAL vac. POWDER 2270 TRANSOM HD- - --- ---- OCAN15TER ° ROOM 29 7 2917 2917 29 1 2x` 6 R R� 29 --o 2917 3-/ 17 3 17 3717 295 7 2 41 O O IG" O.C. U 1 29 1 3757 375-7 37 5 7 N [� GxG P05T DOWN o p BUILT-IN SEATS O N N OPEN ORCH N 12 O.H. TO FOUNDATION A_ 4 SIDE FRONT STOOP - MAX O SF 6X1 SQUARE B L _ 5JJ, UCTURAL A-4 —(27J272-BFt6Lt U[ ORATIVE OL. S'_5" 5._5.. 4'_7b� Af. Of NEW ✓e. 2 4-7 1. 6'_6.. 4'-7" 4_7, 3'_82" y�f` Z CcNgq..., ?� lle FFf'. 9\ 21._0.. 9 12 60'_0" 0-0.p 23 I 1 2._0., 72'_0" ie NOTE: ALL OPENINGS BETWEEN 3'-0"b G'-0' PtC/S Ho, fo13T `�o FIRST FLOOR PLAN TERED SHAUL RELIEVE(2) 2 x I O HEADERS U.O.N. AR�xx SCALE : 1/4" = 1 '-0" I,IAR 9 �' 1 PROPOSED ADDITION AND ALTERATION STILLWATER AVENUE FOR ROBERT A. MAC FARLANE CEJ AT CUTCHOGUE, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK FIRST FLOOR PLAN 1 DRAWING PREPARED FEBRUARY 22, 2006 SCALE: I/4"= I'-0" JOB NO, 2005 0029 rev. A- I DWG.: ACONTRACTDRAWING5\5K-I DWG Young � Young 400 Ostrander Avenue, Kwerhead. New York 1 1901 631-727-2303 Howard W. Young, land Surveyor Thomas C. Wo rent, Professional Engineer Robert C.Tast,Architect Ronald E. Pfuhl Registered landscape Architect Douglas E. Adams, "ofssslonal Engineer B A-4 60'-0" 21'_0" I I' 0" 4' 1 O" 3-dn G'-G" I'-7z' 2'-10" T-I I" 3'-I 1" 515" 5 5" 4'_9" 31_2" 3 3'_2" 3'_2" ._6.. „h --232 -- -- - 374 (2) 2x I O D ':.'S' 7§7— — FT- -- -- 1 _ m 2x R.R. I 6 R. 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MAC FARLANE AT CUTCHOGUE, TOWN OF 50UTHOLD SUFFOLK COUNTY, NEW YORK SECOND FLOOR PLAN DRAWING PREPARED FEBRUARY 22, 2006 SCALE: I/4"= 1'-0" JOB NO.: 2005 0029 rev. A-2 DWG.: .ACONTRACT DRAWINII.DWG - BPS1'5'O YOUNG & YOUNG 400 Ostrander Avenue Riverhead, New York 11901 Telephone 631-121-2303 Facsimile 631-121-0144 admin@youngengineering.com HOWARD W YOUNG, Land Surveyor THOMAS C. WOLPERT, Professional Engineer ROBERT C. TAST, Architect RONALD E. PFUHL, Landscape Architect DOUGLAS E. ADAMS, Professional Engineer March 13, 2007 Building Department Town of Southold Town Hall 53095 Main Road Box 1179 Southold, NY 11971 RE: MAC FARLANE RESIDENCE At Cutchogue, T/O Southold, New York (05-0029) Dear Sir or Madam: Please be advised that the windows installed at the above project were Pella Architect Series, pressure tested, "hurricane shield" with high impact glass windows conforming to ASTM E-1886 and E-1996. Please call with any questions. RCTI cc: Robert MacFarlane Seifert Construction Robert C. Tast ,-,.~....,.,._..._"",.,... ~"- cf Nn"', .t>-\ _",-,..' l-'-l~ rc;- ,:;; Ch~';;;:<"'r \ x.~- .. r . , 0" . " \ ~ ~ \ ':~\, t I i / J I . 1'(1.'''-.111'"0 .\:;:."-- _/' ! Q/('I ~~..",:"-,,:,,,..,..,.-'<,(: /1' V)fPFi-j ",,/' ............:' Planning Engineering Land Surveying Architecture