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HomeMy WebLinkAbout32933-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33536 Date: 02/11/09 T~IS CERTIFIES that the building RECONSTRUCT DWELLING Location of Property: 3055 NASSAU POINT RD (HOUSE NO.) County Tax Map No. 473889 Section 104 Subdivision CUTCHOGUE (STREET) (HAMLET) Block 13 Lot 11 Filed Map NO. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 17, 2007 pursu~a~t to which Building Pez~it No. 32933-Z dated APRIL 24, 2007 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 RECONSRUCTION OF ONE FAMILY DWELLING WITH COVERED FRONT ENTRY AND REAR COVERED PORCH AS APPLIED FOR. The certificate is issued to KATHRYlq E STUTZMANN ( OWNER ) of the aforesaid building. SUFFOLK ~ DEPAR~1~qT OF }~%L~{ APi~ROVAL R10-08-0081 10/'29/08 ELECrRIC3kL CERTIFIC3%~ NO. 3714 08/06/03 PLI3~8~ ~TIFIC3%TION Ik~'r~u3 03/05/08 J ZEE'S PLLIMBING ~zed~ Rev. 1/81 Form No, 6 TOWN OF $OUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802, APPLICATION FOR CERTIFICATE OF OCCUP'A},/~_y. This application must be filled m by typewriter or in~ and submitted to the Bu lding Depari~'~ent with die follo~Ting: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and mmsual natural topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement fi'om plumber certifying that the solder used in system contains less than 2/I0 of 1% lead 5. Commercial building, industrial building, multiple residences and similar buildings and iuslal]ations, a ce:~ificate of Code Co~npliance from ardhitect or engineer responsible for the building. 6. Submit Plamfing Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-cortforlning ~ ses, or buildings and "In'e-existing" land uses: I. Accurate su~ey of p~ opefly showing all piope~y liues, streets, building and unusual natm aI o~ topo~ aphic features. 2. A properly completed application and consent to inspect si~md by the applicant. If a Ce~lificate of Occupancy is denied; the Building Inspector shall state the reasons tlierefor in writing to the applicanl. C. Fees 1. Certificate of Occupaucy - New dwelling $25.00, Additions to dwelling :$25.00, ~terations to dwelling $25.00, Swiiming pool $25.00, Accesso~ building $25.00, Additions to accessoD, building $25.00, Businesses Sq0 00. 2. Celiificate of Occupancy on Pre~existing Building - $100.00 3. Copy of Ce~ificate of Occupancy- $.25 4. Updated Ce~1ificate of Occopancy - $50.00 5. TemporaD' Cctlificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Old or Pre-existing Building: ~ (check one) ~use~o. l- ~ Street 0' ~ } Hamlet Suffolkqom. ltyTaxMapNol000~Section[.~~ Block ~( ~ Lot Subdivision" . Filed Map. __ Lot: Permit No 1)~ e of P~lmil ~ ~0~ Applicant IJealllt E)el~ A~~'~99 .~ [ hqdet w~ iters Approvah Plamm~g Board Approval / Request fo~: Temporary Ce~Xificate _~ Piual('.er ~ficate: ~ (check one) J Applicant SiBature Nassau Suffolk Electrical Inspections, Inc. Canal Street * Center Moriches, New York 11934 * Tel: 631-878~3500 * Fax: 631-878-3764 Application: 3714 Issued to: Stutzmann Address:. Nassau Point Rd Village:Cutchogue Date: 8/6/03 Introduced By: Modem Elec East Lic#4253-E was examined and approved up to the above date and was in compliance with the NEC /~c 1st Roerl-~'l Reside~al I'~1 Pool Der Garage Basement I~'1 2nd floor Corn ~ ~,~'dal Flor TL~ Ad.on Switches Receptaoles Fixtures G.F.I. Microwave Whirlpool 34 69 68 10 1 Oven Carbon Fans Dishwasher Washer/Amps ! Dryer/Amps Range/Amps Monoxide 3-Ex Bath I 1 I 2 2 Smoke Bell Furnace Oil Gas Heat Zones Det~otors Transformers I yes 4 8 Meter Amps Phase Motors I ZOOA UG 1 Other Equipment: 1-Basement Ejector Pump :)ut,Res This certificate must not be altered in any manner Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631) 765-i802 BUILDING DEPARTMENT TOWN Olq' SOUTHOLD CERTIFICATION Building Permit No. Owner: Plumber: (Pi'ease print) (Please print) I cezntify that the solder used in the water supply system col~tams less than 2/10 of 1% lead. Sworn to before me this ~ dayof~ , 20 0i5'~ Notary Public, ~ _County (P lur6..~rs Signatm/e)' ~U,SAN J. NAGY Notary Public State of New Yurk No. 4896735 Qualified In Suffolk County Commission Expires May 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 SOUTHOLD CERTIFICATE OF COMPLIANCE # 0299C Date February 1, 2008 THIS CERTIFIES that the addition to dwelling, porch, driveway, retaining wall & garage At 3055 Nassau Point Rd., Cutchogue Suffolk County Tax Map # 104-13-11 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 8/8/2000 pursuant to which Trustees Wetland Perm~Dated 9/20/200__0 was issued, and conforms to all of the requirements and conditT6hs of the applicable provisions of law. The project for which this certificate is being issued is for addition to dwelling, porch, driveway, retaining wall & garage. The certificate is issued to KATHRYN & FREDERICK STUTZMAN owner of the aforesaid property. Authorized Signature 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. 32933 Z Date APRIL 24, 2007 Permission is hereby granted to: KATHRYN ELLEN STUTZMANN 73 NASSAU BLVD GARDEN CITY,NY 11530 for : ADDITION /ALTERATION TO EXISTING SINGLE FMLY.DWELLING W/ACCESSORY 2 CAR GAR.W/TRUSTEE & NYS DEC APPROVAL 2 C0'S REQUIRED.REPLACES BP # 27421 at premises located at 3055 County Tax Map No. 473889 Section 104 pursuant to application dated APRIL NASSAU POINT RD CUTCHOGUE Block 0013 Lot No. 011 17, 2007 and approved by the Building Inspector to expire on OCTOBER 24, 2008. Audi z e~d Rev. 5/8/02 ORIGINAL FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL COMPLETION OF THE WORK AUTHORIZED) FULL PERMIT NO. 27421 Z Date JUNE 20, 2001 Permission is hereby granted to: KATHRY~ ~LLEN STUTZMANN GARDEN CITY,NY 11530 for : ADDITION AND ALTEP~ATION TO AN EXISTING SINGLE FAMILY DWELLING WITH ACCESSORY 2 CAR GARAGE AS APPLIED FOR WITH TRUSTEE'S AND NYS DEC APPR,2 CO'S RE(~ at premises located at 3055 County Tax Map No. 473889 Section 104 pursuant to application dated NOVEMBER Building Inspector. NASSAU POINT RD CUTCHOGUE Block 0013 Lot No. 011 9, 2000 and approved by the Fee $ 555.20 ~ t Author~e Rev. 2/19/98 ORIGINAL 765-1802 BUILDING DEPT. , SPECTION N 1ST [ ] ROUGH PLBG. [ ] FOUNDATION2ND [ ]INSULATION [ ] FRAMING [ ]FINAL [ ] FIREPLAC~,~CHIMNEY DATE INSPE~ 765-1802 BUILDING DEPT. INSPECTION [ ] FO,~IDATION 1ST [ ] ROUGH PLBG. [/~FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE/~CHIM~EY . ,,/ ./ DATE INSPECTO~~ 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ~ROUGH PLBG · '~i/~ [ ] FOUNDATION2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE &~HIMNEY ____~, / INSPECTOR BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ '~ROUGH PLBG. ] ,~OUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL ~FIREPLACE & CHIMNEY DATE 765-t802 BUILDING DEPT. INSPECTIO [ ] FOUNDATION 1ST [ ~]ROUGH PLBG. [ ~/FOUNDATION 2ND [ ]INSULATION [[~/~/] FIR::~A~E& CHIMNEY[ ]FINAL ~ R£M,AR~KS ,~ DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING [ ] FIREPLACE & CHIMNEY [ ~ROUGH PLBG. [ ] INSULATION ['] FINAL REMARKS: DATE I NSPEG'~I'OR BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] .~PLBG. [/~]'*INSULATION [ ] FRAMING / [ ]FINAL [ ] FIREPLACE & CHIMNEY DATE BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ]/~GH PLBG. [ ~,/]~ I NSU LATI ON ~~/~/,,-- [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY DATE 765-~.802 BUILDING DEPT. INSPECTION [ ]FOUNDATIONIST [ ] ~Gtl~PLBG. [ ]FOUNDATION 2ND [ ~NSULATION [ ]FRAMING [ ] FINAL [ ]FIREPLACE & CHIMNEY DATE 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING [ ] INSULATION [ ~FINAL [ ] FIREP~,E & CHIMNEY .'~,~^,-~s'-v i~~- ~0.~ 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSJ,~ATION [ ] FRAMING [,~FINAL ~ [ ] FIREPLACE & CHIMNEY REMARKS: ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING / STRAPPING (j)~.FINAL /~ ,' FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION~ [ ] FIRE RESISTANT PENETRATION REMARKS: ~~~. ~__ DATE /'~ '~ 'J/- ~ ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION ROUGH PLBG. INSULATION ~[FINAL /~ ~ [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] ROUGH PLBG. [ ] INSULATION [~FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAI~I' PENETRATION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: DATE ~--/c~ ~- ~ ~ INSPECTOR FIELD I~SPECTION REPORT - FOUHI)ATION (l~) FOUNDATION (2ND) ROUC9 FRAME & PLI1MBING INSULATION PER N. Y. STATE ENERCY CODE FINAL ~r~ P~ROPERTY / . _ .~//TOWN OF SOUTHOLD RECORD CARD OWI~IER ~ ~..~_ ~'O~IoWNER LAND J IMP. S ~'00 VL. FARM TOTAL DATE W COMM. REMARKS ACREAGE lOB.M,sc. IND. AGE NEW Form I!.~c~ !e~ ] liable' 2 liable 3 codland 'ampland ushlan.d ~lml, ~, BUILDING CONDITIOI~ NORMAL Acre BELOW Value Per Acre ABOVE Value ~ El~>~ ....... ' Extension ~ Fire Piece ~ t ( Heart ~,' r' :', ~ ~ L .~ ~ . ~orch ~oom~ ~s~ ~oo~ ]reezeway ~ Patio Rooms 2nd Floor s~ge C,' f ,.. ~ ,J.~, ~. :~-, ,~-~ ~r~v~ww D.B. ,/ <- !<' ,,L ) FORt'I NO. I TOI~N OF SOUTHOLD BUILDING DEPARTt4ENT TOI~N HALL SOUTBOLD, N.Y. 1197] TEI.: 765-1802 ~ ..... .~./..2-e.. ..... , ~..t. Pe~t ~o...2.2~.../...X... Disapproved a/c .................................. '''''"2q''" ~ (Building Inspector) BOARD OF HEALTH ............... 3 SETS OF PLANS ............... SURVEY ........................ CHECK ......................... SEPTIC FORM ................... DEC ........................... - TRUSTEES ...................... NOTIFY: CALL .................. NAIL TO: .................... APPLICATION FOR BUILDING PERMIT INSTRUCTIONS a. This ap¢icatim mtqt be c~pletely filled in by t~pewriter or in ink and sul~nitted to ~ hiildi~ Ins~tor v 3 ~ts of pl~, ~ate plot pl~ to ~ale. F~ ~i~ to ~le. b. Plot pl~ ~ l~ti~ of lot ~ of ~ildi~s ~ ~s, ~lati~ip to ~joining pr~s or ~lic struts or a~, ~ givi~ a ~tail~ ~ripti~ of l~t of ~o~ ~t ~ dr~ ~ ~ di~ ~i~ is ~rt of thins ~li~ti~. c. ~ ~ ~ ~ ~is a~li~ti~ ~ ~t ~ ~ ~fo~ isle of ~ildi~ Pemit. ., d. ~ ~ of ~is ~li~tim, ~ ~ildi~ I~tor ~fill is~ a ~ildi~ Pe~t to tl~ ~li~t. ~ ~t ~11 ~ m ~ ~M~s ~il~le ~r in~ti~ that ~ wrk. e. ~ ~ildi~ ~11 ~ ~i~ ~ ~ in ~le or in ~rt for ~ ~ ~at~r mtil a ~rtiflcate of ~ ~1 ~ ~ ~mt~ ~ ~ hildi~ I~tor. ~I~ IS ~ ~ to t~ ~ildi~ ~t for ~ is~ of a ~ilding Pe~t ~r~t to the ~ldi~ ~ ~i~ of ~ T~ of ~ld, ~ffolk ~, ~ Yo~, ~ o~r ~li~le ~, ~i~s or ~ati~, f~ ~ ~ti~ of ~ildi~, ~iti~ or alterati~, or for r~al or ~litim, ~ ~in ~ri~. ~ ~li~t ~s to ~ly ~ all ~li~le 1~, oral--es, ~ildi~ ~, ~ing c~, ~ ~lati~, ~ m ~it ~ri~ i~tors ~ ~s ~ in ~i~f?r ~s~ in~tims. (Si~t~e of ~li~t, or ~, if a co~ratim) · ~ ~..~ ~...~.. J.9.9. ~ 1 ............... State ~r ~m~is ~r, le~, ~nt, ~itmt, ~i~r, ~mral ~tr~tor, el~tricim, pl~r or ~il~ (~ m ~ t~ ~11 or latest d~) , If ~li~t is a ~ti~, siam of ~ly ~t~ri~ officer. (Name and title of ~o~orate officer) Builders License No. T. ....................... Plunbers License lio. -- Electrlciarm Liceo~e 1~. -- Other Trade's License l~. - I. Location of land on iicb proposed york will be clone .............................................................. .................................. ..,,. .......................................... ,, ............................. [iause Nt~ber Street lt~let .... ..... ...b. ......... bt ..11 ............ s~ivi~ ~..o...,.~.,~.-r..~..o..~..?..~..,..~..~.:~? ~iled ~ ~.. 1..~.& ....... Lot. I~ .......... 2. State e~d~ting use and ocmpan~ of preMses and intended use and occupancy of proposed construction: b. Inteeded use and oc'eulmnc~ I~ziture of ~ork (d~-~k ~hid~ applicable): ~ I~Jilding .......... Addition ..~ ~ Alteration '~ ............ ~ ............. ~ ............ 0~ ~a ~v~v...~{~i~3~... (to ~ ~id ~ fili~ this a~li~ti~) If ~lli~, m~t~r of ~lli~ onits I t~r of ~lling traits m e~ If ~rage, t~t~r of tara .... [. ................................. If ~iness, ~rcial or ~ ~, s~i~ mture ~ ~tent of ead~ ~ of ~ ...................... i~i~t ...t~,Y.~...L ........ ~ or s~o~i~ ..~. ' ....... Di~i~gf ~ stature with alterati~ or ~iti~:"~'"~'('~'7~ Vc ~ ~ ~, ~ ~ th ~ ~ f~ ' ~ ~ .................................. P ~- ~ ........... ~t . .. ~.ff.'. ~ ......... ~r of Stories ...[ ........... Oi~nsi~ of enti~ ~ ~t~ti~: ~t ................ ~ar ............... ~p~ .............. lhi~t ......................... ~r of Stories ..................... s~ or ~o~: ~ .t~.%.,.~.E~ .... ~ .l.~:.qo..L~.... ~pa, .~.%~g~... m~ oe ~,~ .. { ~.~.2 ........... ~ o~ vo~ ~r ~.. ~:.~Yfi~3~ ........... ~ or ~ district in ~i~ p~i~s am si~t~ .g~3~.~%....~7. ~ ........................ ~s ~ mt~tim violate ~ ~i~ 1~, o~i~e or r~latim: ..~ ................. ~ of ~tr~tor ................................... ~ress ............................... ~ ~ ...... ~ ........ Is Offs p~r~fldn ~ f~t of a ti~lmtl~ * ~ ..~.... ~ .......... PI.OT DIAGRAH I~c~e clearly ~d dlstiac~ly all I~ailding% ~hether existing or proposal, ~nd indicate al! ~et-back d~menslons f-rcro proI~rty lines. Give street and block nt~ber or description according to deed, and aho~ street names and inflieate ffaether interior or corner lot. (C~tractor, ~ent, co,rate officer, etc.) ,f ~id ~r or ~rs, a~ is ~ly ~tl~ri~ to ~rfom or h~ ~rfo~ ~m ~id ~ ~ to ~ ~ file this :~lication; ~at all stat~nts c~tai~ in ~m to ~fore ~ this No. 41-4997878 Qualified Commiss;on Exp~ras BUILDING SETBACI, ' * L C~ ~3 PO.~L TO BF' ~. ~ REPROVED- PROPOSE[ STORY PR~ RE TAJNI~IG WALL PAR IAL SITE P O G SCALE: 1,, . 20' AN ! \ EXISTING ISTORY HOUSE SK-02 fi/lg/o1 STUTZMANN RESIDENCE - WATERSEDGE NASSAU POINT ROAD CUTCHOGUE, NY REVISED PROPOSAL 409.52' --EXIST CATCH BASIN AND DRYWELL TO RFMAIN LOT AREA - 39,004 SQ. FT. m CRAWINGS'~Vlay 2000LSTUA-01 .dgn 06/19/01 01; 13:32 PM SECTION: 104 BLOCK: 1,:3 LOT: 11 III I I I I -- EXIST WOOD DECK AND STEPS 0 [,. 0 LOT ~SORY BUILDING SETBACK r-. L~ Z 7 EXIST 1-RING PO~L TO BE 0 44. r' 0 I. L : '.'~'::~ EXISTING .~.~ 1STORY ~ HOUSE PROPOS~ ~ RE T A~NI~G WALL ~ 14 '-' ~ 'J, ~ (~PARTIAL SITE P N § '1, ~ '"" SCALE: !"- 20' JSK-01 6/19/01 JSTUTZMANN RESIDENCE - WATERSEDGE NASSAU POINT ROAD CUTCHOGUE, NY INITIAL PROPOSAL. ---EXIST CATCH BASIN AND DRYWELL SQ. FT. LOT AREA - .39,004 ,3 ~DRAWINGS~May 2000~STUA-01.dgn 06/19/01 01:16:44 PM SECTION: 104 BLOCK: 13 LOT: 11 --EXIST WOOD DECK AND STEPS SK-01 - WATERSEDGE OT 12 Z SSORY BUILDING SETBACK ! PROPOSE[ STORY EXIST 1-RING PO~L TO BE ~371.62' ~TREE ~o ',FOUND MON~ ~IB ....... ~ .... .-- ~RO~OOE[ ·. 'PROPOSF..i;) ~..~ RE T A, INI~G WALL EXISTING 1STORY HOUSE PARTIAL SITE SCALE: 1" - 20' TREE ,~REE FOUND MON. 409.52' 6/19/01 STUTZMANN RESIDENCE NASSAU POINT ROAD CUTCHOGUE, NY INITIAL PROPOSAL N~o~. ~50.0' rf ~ARI~ SE' SECTION:lO4 BLOCK:13 LOT:11 --EXIST CATCH BASIN AND DRYWELL 8 --EXIST WOOD DECK AND STEPS LOT AREA ' 39,004 SO. FT. ...\DRAWINGS\May2OOO\STUA-OI,dgn 06/19/0101:16:44PM LOT 12 BUILDING SETBAC~ PROPOSE[ 1 STORY EXIST 1-RING PO.~)L TO BE EXISTING ISTORY HOUSE PROPOS RETA~N~G WALL LOT 14 HOUSEp A"N , O GPARTIAL SITE SCALE: 1"- 20' 571.62' ~TREE ~o FOUND MON~ I ....... 'E.~ .... ._ TREE m 409.52' LOT AREA - 59,004 ...~DRAWINGS\May 2000\STUA-01.dgn 06/19/01 01:13:32 PM !TREE ~' ,' I rOUND MON. STUTZMANN RESIDENCE NASSAU POINT ROAD CUTCHOGUE, NY SK-02 6/19/01 REVISED PROPOSAL - WATERSEDGE SE' -- EXIST CATCH BASIN AND DRYWELL SQ. FT. TO RFMAIN SECTION: 104 BLOCK: 15 LOT: 11 Z LU 0 : CD o LLJ O I~ -- EXIST WOOD DECK AND STEPS JUN 2 5 Patrick Brennan Architect 526 West 22nd Street New York, NY 10011 Tel. 212.989.1123 Fax. 212.807.1909 Attn: Bruno Semon Building Official Town Of Southold Building Department Town Hall Main Road Southold, NY 11971 (t) 631 765 1802 Via fax: _3 pages total Re: Stutzmann Residence 3055 Nassau Point Road Cutchogue, NY 1000-104-13-11 June 19, 2001 Dear Mr. Semon, Pursuant to our telephone conversation, I understand that you are concerned about the likelihood of inadvertently increasing the degree of non-conformity with respect to the existing and proposed side-yard setbacks. In accordance with your request, I will increase the setback of the proposed addition from 2.6 feet to 3.1 feet. I believe this change will adequately protect against unintentional encroachment upon the existing setbacks. Please consider the following statement as an amendment to the currently pending permit application; Side-yard setback, initially proposed as 2.6 feet will be increased to 3.1 feet. Attached sketches SK-1 and SK-2 illustrate this modification. These revisions will be incorporated into the contract documents. I will forward a hardcopy for your files. Thank you for your assistance in processing this application. Sincergly, P~.~ck Brennan ~ Encl./ Cc: ks FROM : SmO CONSULTING PHONE NO. : 653 EI607 Rug. 29 2008 12:20PM PEI2 New York State Department of Environmental Conservation Building 40 - SUNY, Stony Brook, New York t 1790.2356 Telephone (631) 444-0366 Faoa;Imlle (631) 444-0360 TIDAL WETLAND LETTER OF NON-JURISDIOTIO~ John P. Cahlll Commlswlonlr Ms. Kathryn Stutzman 305S Nassau P-6-i~t Road Cutchogue, NY 11935 Dear Ms. Stutzman: August ~6, 2000 Re: UPA#l-4738-02731/00001 3055 Nassau Point Road Cutchogue (Hog Neck Bay) SCTM~1000-104-13-11 Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: I I The property landward of the 'top of bank# elevation contour line at approximately 20' NGVD, as shown,on the survey prepared by John T. Metzger last revised 8/1/00, is beyond Article 25 (Tidal Wetland) jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land USE Regulations (6NYCRR Part 661) no permit is requlred under the Tida~ Wetlands Act . Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from y~ project. Such precautions may include maintaining adequate area between the tidal wetland jurisdictional boundary and y~ project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining an~ necessary permits or approvals from other agencies. Sincerely, LJScc:BMHP rvi~s~l Administrator JMO Environmental Consulting Se File FROM ~ JmO CONSULTING PHONE NO. ~ 653 0607 Nov, 1~ 20128 10:05AM P04 mt ~ Board Of $outhold Town Trustees sou .o, NEW YORK PERMIT NO .... ~/~ DATE:..~.ept.....Z.0......Z000 · ISSUED TO KA~HRYN ~ FREDERICK ~U~MA~ ' ut ari atian , ~uant to the pmvl~ioa, of CheMer 61t of the ~ of fha $fa~ of New Y~ 1893, end ~apter ~ of ~I ~ ~f fha ' Sfe~ ~f New Y~ 1952~ end ~e ~lh~ To~ .~nee flfl~. R~U~NG AND ~E ~OING OF OB~U~ONS IN AND ON TOWN WATERS AND PUB~ ~D$ end fha ~MOVAL ~ SAND, ~VEL OR O~ER MA~R~ ~O~ ~NDS UNDER TOWN WA~:~, a~ ~ a~a~ wlfh R~eluflon ~ ~e Board adopf~ af · m,fing ~d ~ ~ept,.. ~o.r. 3~....., and In consideration ~'fhe sum of $.~SQ..eo ........paid by. Kathr~n & ~rede~ck 5~:ma~ ........................................... ~ ................. Te~s end ~ndlfl~ Ildod on fha ~ .side 'o~ f~ to construct an addition to ex~tt~g, gJn8~e ~amt?y Wetlan~tm~ r~' r~oes authorizes and .~ fha dTe]~ng, construct porch, new driveway, retaining wa~ and 'garage. All ~toposed work shall take place 5I~ ia~dwatd of an exiet~& timber bulkhead, Remove driveway drain pipe and pl~ce afl in ~a~rde~e ~th the deta~ ~ecl~fi~s es pre~nted in .the onghtkg a~aflon, suficient drywelle for r~i run-off to be elachaTg&%nto beach· : IN WITNESS WHEREOF, The said Board of Trmiee~ here- by eausa~ Ih .Corpo.rate Seal fo be offlxed~ end the~e presenh fo be Subscribed by a 'malorltY of the sold Board as of this data. SW I?' SCDHS ReL No. RIO-O0-0257 LoT 12 ~;.~' ~. 7~'~'~°' ~. ~ ~ ~: LOT ffi ~-' r~ 409.32 I em fomJller w/Ih lhe STA/~I~RDS FOR APPROVAL AND CONSTRUCTION OF SU~URFACE SEWAGE DISPOSAL SYSTEMS FOR SI~E FAMILY RES~.ENCES end will oblde by lbo condlHofls ~ef forth lhereln end on !he permit fo con$1ruc!. KEY MAP SCALE / ..5oO, ~ = TREE ELEVATIONS AND CONTOU~ LINES ARE REFERENCED TO f4~ V,D. S. 78'96'20' Vi.LOT 14 I~ ~w~ SURVEY OF LOT 13 "~ M4P A OF NASSAU ~' A T NASSAU POIl~ TOWN OF SOUrHOLD SUFFOLK COUNTY, N Y. [~OAI:) T/,e /o¢of/on, o/ ~,o//, ond co,s/,oo/s 1000- 104 13 MENHADEN ,,o.. *o.eo, or,~?,, tio/d ob,e, vot/o,, Aw.Scale:'/. 1"= 50' ond or from dofo fo/ned from others. April 28. 1993 " 93-188 ARE~ = 39,044 e~ ft. to tie line SEPT. 7, ~000 (T. tL ) NOV. 20, 2000 ~. prop. ger., septic system I FEB. 26, 200/ ( B,O.H. informotion ) MAR. /zl, ~00/ ( revision ) Apr;/ ~ Zoo/ ( ~t~ hoe ( A~ 27, ~001 ( r~celed hse.) /1~. · -/. 1~ ~6~J 765 - 50~0 F~- ~797 P.O. BOX 909 I~ ~VELER STREET S~T~ N.Y. 11971 SCDHS Ret. No. R/0~00-0257 $~ LoT 14 / om fomlilor .llh the STAND ANDCONSTRUCTIONOFSUB DISPOSAL SYSTemS FOR S~ and ~111 abld~ bx f.~e c~.~lflons [RDS FOR APPROVAL :URFACE SEWAGE ~LE FAMILY RESIDENCES 'et forfh therein ond on !ho The /ocofions of ~ells ond cesspools shown hereon oreCk'om field observolions and or from dofo ~tolned from ofhers. ARE)~= 3~.044 eq ft. te fie fine KEY MAP SCALE I '=500' ELEVATION$ AND CONTOUR LINES ARE REFERENCED TO I~G. V.D. SURVEY OF LOT 13 A T NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, N K Scale:. 1"= 50' Apr# 28. 1993 Aug. I~ 2000 (topogrephlc~l Info) SEPT. 7r 2000 (TH,) NOV. 20) 2000 ',prop. 9qr.~ sepfic syslem ) FEB. 26, 2001 ( B,O.H. tnformaflon ) MAR. /~ 2001 (revision) Apr;/ ~, Z~/ ( ~ I/~e ~ ~e~r~un~ A~R7) ~ ( relocol~ ~e. ) Dec, 3, g~l (foundallon Iocefl~) ~ P. O. BOX 909 lEtO TRA V~I. ER STREET SOUTHOLD, N.Y. 119~1 93-188 LOT 13 S. 78':~6'Z0" W. T£$T HOLE OL /7' KEY MAP SCALE , I '=500' ~ " TREE ELEVATION$ AND CONTOUR LINES ARE REFERENCED TO LoT 14 DWELLING I om retail/or with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SU~URFACE SEWAGE DISPOSAL SYSTEMS FOR $lhr~LE FAMILY RESIDENCES end will ob/de by /,So conditions .~et forth therein and on !ho permit fo conslruc!. SURVEY OF LOT 13 A T NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, N Y. ROAD The Iocotions of we/is ond cesspools. 1000- 104 - 13- 11 MEHHADEH s~,o,,n hereon ore ~rom f/e/d observolions ond or from dote tbto/ned from others. Sc~:' 1"-- 50' April 28. 1993 OLO A... i, zooo .~r~blco/ i. foJ ARE/t, = 39,044 SCl. ft. to tie line SEPT. 7, ZOO0 (T~ ) NOV. 20, 2000 ~ j~rop, got., ~ept/c system ) FEB. 26, 2001 ( B.O.H. tnformollon ) MAR. 14, 2001 ( rev/s/on ) Apr;/ ~3, ' ~. O. BOX ~9~ LA~ IZ~O TR~ V~LER~ ~OUTHOLD, N. Y. X9 -' 93-188 '~'~0 ' . 49618 65- 1797 LoT 14 OLD r~OAD £LEVA T~VS A~ co~Toufl L~vE$ A~E ~7=~"RENCED TO N~VD. 39, 044.. sq. ft. totie~ne~ KEY I~IAP SCALE ' .' 1',500' SUFFOLK CO(~.~, N. )':. Sc, ale..: Y'= 50' 1516] 765 - 50~0 P.O. BOX 909 MAIN ROAD SOUTFtOLfl, N.Y. 1197'1 93-188 S.C.D.H.S. REF NO. RI0-00-0257 LOT 12 LOT 15 $78'36'20"W LOT 14 SURVEY OF PROPERTY AT NASSAU POINT TOiCN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-I04-15-11 SCALL?: .Z ~50' APRIL 28, 199,5 AUGUST 1, /.000 (TOPOGRAPHIC INFO) SEPTEMBER 7, 2000 (T.H.) NOVEMBER 20, 2000(PROP. GAR, SEPTIC SYSTEM) FEBRUARY 26, 2001 (B.O.H INFO) MARCH 14, 2001 (REVISION) APRIL 23, 2001 (WATER LINE & UNDERGROUND UTILI;TES) AUGUST 22, 2001 (RELOCATED HOUSE) AUGUST 27, 2001 (RELOCATED HOUSE) DECEMBER .I, 2001 (FOUNDATION LOCATION) JUNE 25, 2008 (UPDATE) I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells, cesspools and water I/nos shown hereon ore from field observoUons and or from data obtained from others. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECT/ON 7209 OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SOBDIVISION 2. ALL CERT/FICATIOHS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAiD MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON, AREA=39,04.4 SO. FT. TO TIE LINES ~ ~Qw~~ - I SUFF. CO. H~L~ SER~CE8 I - ' I OFFICE OF WAST~A~R MGT.I LOT NUMBERS REFER ~0 "AMENDED MAP A OF NASSAU POINT" F/LED IN TH~ 5,~'FFOLK COUNTY CLERK¥ OFF/CE AS FILE NO, ~55. · =MONUMEN ~ (6Zl) 765- P.O. BOX 909 1230 TRAVELER STREET SOUTHOLS, N.Y. 11971 765-1797 93-188 APPROVED AS NOTED DATE: ~ B.R #~ NOTIFY BUILD,NO DEPARTMENT AT 765-1802 9 AM TO 4 PM FOR THE FOLLOWING INSPECFIONS: I FOUNDATION . ~A/O REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4 FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENERGY CODES NOT RESPONSISLE FOR DESIGN OR CONSTRUCTION ERRORS DO NOT PROCEED WITH F,^M ,C U,T L SURVEY OF FOUNDATION LOCATION OCCUPANCY OR USE IS UNLAWFUL p WITHOUT CERTIFICATE OF OCCUPANCY UHDERWRITEflS CERTIFI~TE PROVIDE OPENINGS FOR EMERGENCY ESCAPEAS REQUIRED BY PAR~ 714 OF N,~ STATE DDILDING CODE. PROVIDE SMOKE-DETECTiNG ALARU DEVICES AS TO PART. 721.1 N.Y,S BUILDING CODE. 526 WesL 22nd PROVIDE ANTI-SCALD AND/oR THERMAL SNOCR PREVENTING DEVICEs AS TO PART. 902,6(If) N.Y. STATE BUILDING CODE. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING 1. ALL WORK AND MATERIALS FURNISHED SHALL COMPLY WITH THE STATE OF NEW YORK BUILDING CODE, THE REGULATIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, NATIONAL FIRE PROTECTIVE ASSOCIATION REQUIREMENTS, AND ALL FEDERAL, STATE, AND MUNICIPAL AUTHORITIES HAVING JURISDICTION OVER THE WORK~ 2. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND APPROVALS AS REQUIRED BY LAW FOR THE COMPLETION OF THE WORK. 5. THE SUBMISSION OF A PROPOSAL BY THE CONTRACTOR WILL BE CONSTRUED AS EVIDENCE THAT A CAREFUL AND THOROUGH EXAMINATION OF THE PREMISES HAS BEEN MADE AND LATER CLAIMS FOR LABOR, MATERIALS OR EQUIPMENT REQUtREB OR FOR DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGN- IZED. IT SHALL ALSO CONSTITUTE A REPRESENTATION THAT THE CONTRACTOR HAS CHECKED AND VERIFIED ALL QUANTITIES, WORK AND MATERIALS INVOLVED AND THAT HE SHALL TAKE RESPONSIBILITY FOR AN~' BERC!ENCIES THEREIN. 4. BEFORE ORDERING ANY MATERIAL OR DOING ANY WO~,J[,~CI+¢ TRADE SHALL BE RESPONSIBLE FOR THE CORRECT.NESS OF SAME, NO EXTR';A CHARGE OR COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND THE ,MEASUREMENTS INDICATED ON THE DRAWlNGS~ ANY DIS- CREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS ~WHICH MAY BE FOUND SHALL BE SUBMIT~I'EB TO THE ARCHITECT FOR CONSIDERATION AND CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 5. ALL OF THE ARCHITECPS DRAWINGS AND CONSTRUCTION NOTES ARE COMPLI MENTA~Y AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FOR ~Y IALL; ANY vkORK SHOWN OR REFERRED TO ON ANY ONE DRAWING SHALL BE PROVIDED AS THOUGH SHOWN ON A_L DRAWINGS. WHENEVER AN ITEM IS sPECIFIED AND/OR SHOWN ON THE DRAWINGS BY DETAIL OR REFERENCE ~T SHALL BE CONSIDERED TYPICAL FOR OTHER iTEMS WHICH ARE OBVIOUSLY TENDED TO BE THE S. AME EVEN THOUGH NOT SO DESIGNATED OR SPECIFICALLY NAMED BUT DO SERVE THE SAME FUNCTION. 6. THE WORK TO BE pERFORMED CONSISTS OF FURNISHING ALL LABOR, EQUIP- MENT, TOOLS, TRANSPORTATION, SUPPLIES, FEES, MATERIALS, AND SERVICES IN ACCORDANCE WITH THESE NOTES AND DRAWINGS AND PERFORMING ALL OPEI~- ATIONS NECESSARY TO CONSTRUCT AND INSTALL COMPLETE AND iN SATIS~'ACT- ORY CONDITION THE VARIOUS 'MATERIALS AND EQUIPMENT AT THE LOCATIONS SHOWN, IT IS INTENDED THAT THE DRAWINGS INCLUDE EVERYTHING REQUISITE AND NECESSARY TO FINISH THE ENTIRE WORK PROPERLY, NOTWITHSTANDING THE FACT THAT EVERY ITEM NECESSARILY INVOLVED MAY NOT BE SPECIFICALLY MENTIONED OR SHOWN. ANY ITEM WHICH MAY BE REASONABLY CONSTRUED AS INCIDENTAL TO THE PROPER AND SATISFACTORY COMPLETION OF THE WORK IN ACCORDANCE WITH THE INTENT OF THESE NOTES AND DRAWINGS IS HEREBY INCLUDED. ABBREVIATIONS Str'eeL New York, New York lOOll If copper tubing is used for water distributing system; piping shall be of types K or Lonly PROVIDE -~ HR. FIRE RATED SEPARATION TO PART. 717.3 (f) (1) OF N.Y. STATF RIIII nlN6 t_n_nE. 7. THE CONTRACTOR SHALL ABIDE BY PLUi~,1BER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT £Y, CEED 2/10 OF I% LEAD. L. 212.989.1123 AND COMPLY WITH T~HE TRUE iNTENT AND MEANING OF THE DRAWINGS AND NOTES T~KEN AS A WHOLE: AND SHALL NOT AVAIL HIMSELF OF ANY OBVIOUS ERRORS OR OMISSIONS, SHOULD ANY EXIST. SHOULD ANY ERROR OR DISCREPANCY APPEAR OR ANY BOU)BT ARISE AS TO THE TRUE MEANING OF THE DRAWINGS OR NOTES, THE CONTRACTOR SHALL BRINO SUCH ITEMS TO THE ATTENTION OF THE ARCHITECT BEFORE SUBMISSION OF PROPOSAL FOR EXPLANATION OR CORRECTION OF SAME AFTER THE SUBMISSION OF PROPOSAL, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL SUCH ITEMS. 8. THE CHARACTER AND SCOPE OF THE WORK ARE ILLUSTR,ATED BY THE DRAW- INGS AND NOTES. TO INTERPRET AND EXPL~N THE ORAWING;S OTHER iNFORMA- TION DEEMED NECESSARY BY THE ARCHITECT WILL BE FURN41SHED TO THE CON- TRACTOR WHEN AND AS REQUIRED BY THE WORK, AND IT IS TO BE UNDERSTOOD THAT S~D ADDITIONAL INFORMATION OR DRAWINGS ARE TO BE OF EQUAL FORCE WITH THESE DRAWINGS. 9. FULL SIZE OR LARGE SCALE DETAILS OR DRAWINGS SHALL GOVERN SMALL SCALE DRAWINGS WHICH THEY ARE INTENDED TO AMPLIFY. DETAILS OR CONDi- TIONS 'INDICATED FOR A PORTION OF THE WORK BUT NOT CiARRIEB OUT FULLY FOR OTHER PORTIONS SHALL ARPLY THROUGHOUT TO ALL ~S~MILAR PORTIONS EXCEPT AB OTHERWISE SPECIFICALLY NOTED, IN EVERY oA~E A MORE EXPENSIVE iTEM OR METHOD SHALL BE ASSUMED OVER A LESS EXPENSIVE ONE AND DIM- ENSIONS SHALL BE FIGURED RATHER THAN DETERMINED BY RULE OR SCALE. 10. THE PROJ¢C¥ HAS BEEN DESIGNED AND BET/~LED FOR THE SPECIFIC MATER- IALS AND EQU(P~,;FNT SPECIFIED. NO SUBSTITUTIONS SHALL DIE MADE WITHOUT THE EXPRESS \ERffTEN CONSENT OF THE ARCHITECT. IF THE: SPECIFIED MATERIAL iS NOT AVAILABLE, THE CONTRACTOR SHALL PROPOSE AN ALTERNATE MATERIAL AND SHALL p),DVIOE DRAWINGS, SAMPLES, SPECLFiCATIONS, MAhNUFACTURER'S LITERATURE, p~RFORMANCE DATA, ETC. N ORDER THAT THE ARCHITECT CAN EVALUATE TH~ PROPOSED SUBSTITUTION. IF THE SUBSNTUTIdON AFFECTS A CORRELATED FUkCTION, ADJACENT CONSTRUCTION, OR THE WfORK OF ANY OTHER CONTRACTOR OR TRADE, THE NECESSARY CHANGES AND MOD)IFICATIONS TO THE AFFECTED WORK SHALL BE ACCOMPLISHED BY THE CONTRA(~TOR AT NO ADO- ITIONAL EXPENSE TO OWNER. NO REQUESTS FOR SUBSTtTUTfES WILL BE ENTER- TAINED BY THE ARCHITECT DUE TO THE CONTRACTOR'S F~L-URE TO ORDER MATERIALS ~N A TIMELY MANNER. 11, THE STANDARD SPECIFICATIONS OF THE MANUFACTURERS APPROVED FOR USE IN THE PROJECT ARE HEREBY MADE A PART OF THESE NOT(ES WITH THE SAME FORCE AND EFFECT AS THOUOH ~EREIN WRITTEN OUT IN FUJLL, EXCEPT THAT WHEREVER THE DRAWINGS REQUIRE '~EAVIER MEMBERS, BETTER QUALITY MATER- IALS OR ARE OTHERWISE MORE STRING-~NT' THESE MORE STRIlNGENT REQUIR- EMENTS SHALL GOVERN. S Y M B 0 L S -M ATER~ALS EARTH GRAVEL REIN. CONCRETE PLYWOOD WOOD FINISHED WOOD BLOCKING GLASS CONCRETE BLOCK GYPSUM BOARD ACOUSTICAL TILE RIGID INSULATION PROJECT: STUTZMANN f. 212.807.1909 pb -archepb-arch.com RESIDENCE, WATERSEDGE, NASSAU POINT ROAD, 12. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE CANNOT FOR ANY REASON COMPLY WITH ALL THE REQUIREMENTS OF THESE NOTES AND DRAWINGS, 15. THE GENERAL CONTRACTOR SHALL COORDINATE AND SUPERVISE THE WORK OF ALL CONTRACTORS AND SUB-CONTRACTORS. HE SHALL BE RESPONSIBLE FOR GIVING ALL TRADES SUCH INFORMATION, PLANS OR BET/~LS AS MAY BE REQUIRED FOR THE PROPER INSTALLATION AND COMPLETION OF THBR WORK. ALL MATERIALS SHALL BE ORDERED SUFFICIENTLY AHEAD OF TIME SO THAT WORK CAN PROCEED ON SCHEDULE. NO SUBSTITUTIONS WILL BE ACCEPTED BECAUSE OF FAILURE TO DO SO. S Y M B 0 L S -DRAWING EXTERIO)R ELEVATION INDICATOR BUILDIN~ SECTION INDCATOR SECTIOfN iNDICATOR DETNL IINDIC ATOR COLUMNt LINE INDICATOR DIMENSION LINE ELEVATIION INDICATOR NORTH P~RO~ ' SPACE/IROOM DESIGNATION WA-L TYPES DOOR HUM BI~R WINDOW, NUMBER 14. THE CONTRACTOR SHALL SUBMIT ALL FABRICATION SHOP DRAWINGS, SAMPLES, AND FIXTURE CUTS FOR THE ARCHITECT'S REVIEW AS REQUIRED AND/OR INDICATED ON DRAWINGS. THE ARCHITECT'S REVIEW SHALL NOT BE CONSTRUED AS AN INDICATION THAT SUBMITTAL IS CORRECT OR SUIT/~iLE NOR THAT WORK REPRE- SENTED BY SUBMITTAL COMPLIES WITH THE DRAWINGS, EXCEPT AS TO MATTERS OF FINISH, COLOR, AND OTHER ESTHETIC MATTERS. ACTION NOTED ABOVE DOES NOT RELIEVE THE CONTRACTOR FROM REPONS~BILITY TO COORDINATE ALL TRADES AND TO CHECK QUANTITIES AND DIMENSIONS AGAINST CONDITIONS IN THE FIELD. CONTRACTORS AND ENGINEERS SHALL ASSUME RESPONSIBILITY FOR ALL ERRORS ON THEIR DRAWINGS. (SUBMIT TWO COPIES EACH.) 15. ALL MATERIALS REQUIRED FOR THE PERFORMANCE OF THIS CONTRACT SHALL BE NEW AND OF THE BEST QUALITY iOF KINDS SPECIFIED. ALL SUBJECT TO THE APPROVAL OF THE ARCHITECT. THE USE OF OLD OR SECOND-HAND MATERIALS IS STRICTLY FORBIDDEN. THE CONTRACTOR SH~LL, IF REQUIRED, FURNISH SATIS- FACTORY EVIDENCE AS TO THE KIND AND QUALITY OF MATERIALS AND WORK- MANSHIP, MATERIALS SHALL BE USED IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS. UPON REQUEST, THE MANUFACTURER'S REPRESENTATIVE SHALL GO TO THE SITE AND,-INSTRUCT THE MECHANICS IN THE USE OF THE MATERIALS OR SHALL SUPERVISE THEGR USE. 16. FOR THE EXECUTION OF THE WORK TO BE PERFORMED UNDER THIS CONTRACT AND FOR THE MANUFACTURE OR TRANSPORTATION OF ANY OF THE MATERIALS OR APPLIANCES TO BE USED OR INSTALLED, THE CONTRACTOR SHALL EMPLOY ONLY SUCH LABOR THROUGHOUT AS WILL NOT INTERFERE WITH THE SPEEDY AND UNINTERRUPTED COMPLETION OF THE PROdECT. ALL WORK SHALL BE DONE BY MECHANICS SKILLED iN THEIR TRADE AND SHALL BE INSTALLED iN A NEAT AND WORKMANLIKE MANNER IN ACCORDANCE WITH THE BEST TRADE PRACTICES. 17 ANY MATERIALS DELIVERED OR WORK PERFORMED, CONTRARY TO THE DRAW- INGS AND SPECIFICATIONS AND APPROVED SHOP DRAWINGS, SHALL BE REMOVED BY THE CONTRACTOR AT HIS OWN EXPENSE, AND THE SAME SHALL BE REPLACED WITH OTHER MATERIALS OR WORK SATISFACTORY TO THE ARCHITECT. THE CONTRACTOR SHALL ALSO ABSUME THE COST OF REPLACING THE WORK WHICH MAY BE DISTURBED. LiST OF DRAWINGS COVER SHEET 8< GENERAL NOTES SITE PLAN BASEMENT / FOUNDATION PLAN FIRST FLOOR PLAN FIRST FLOOR FRAMING DIAGRAM ROOF PLAN ROOF FRAMING DIAGRAM WEST AND SOUTH ELEVATIONS EAST AND NORTH ELEVATIONS BUILDING SECTIONS WALL SECTIONS AND MISCELLANEOUS DETAILS WALL SECTIONS AND MISCELLANEOUS DETAILS KITCHEN AND LAUNDRY PLANS AND ELEVATIONS BATH PLANS AND ELEVATIONS "' ~ INTERIOR ELEVATIONS ,AND FIREPLADE DET/~LS GARAGE PLANS, EL?VATIO!4S, AND SECTION iSCHE~)ULES: WINDOW, DOOR, APPLIANCE, AND' PLUMBING, BAS~'MENT MECHANICAL / ELECTRICAl- PL:i~' LEGEND, LIGHT SCHEDULE AND SANIT~¥' R]l~ER.' OlAGR'^M C-01 A-02 A-03 A-03.1 A-04 A-04.1 A-05 A-06 A-07 A-OB A-08.5 A-OS A-lO A-12 M/E-C1 M/E-02 FIRST FLOOR MECH,~IIICAL' / ELECTRICS.{ PLAN P-01 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND~CURATELY LAYING OUT THE WORK AND FOR THE LINES AND MEASUREENTS F~REIN. NE SHALL ESTABLISH NECESSARY REFERENCE LINES AND PERMNENT BNCH MARKS FROM WHICH BUILDING LINES AND ELEVATIONS SHALL BE T/(EN. H)GHTS OF AEL WORK CALLED FOR "A.F,F." iNCLUDING BUT NOT LIMITED TQ SOFFtS, CEILINGS, DOORS, HOLLOW METAL SHALL BE TRUE AND LEVEL WlTHINA MAXllUM TOLER- ANCE OF ~8" OVERALL THE ENTIRE PROdECT REGAR:DLESS JF VAR~TIONS IN THE ACTUAL SLAB. THE SLAB SHALL BE LEVELED AS REQUIREDSO ASNOT TO VARY MORE THAN t/8" IN ANY 10'-0". 19. o) THE PREMISES AND THE JOB SITE SHALL BE MAINAINED fl/' A REASON- ABLY NEAT AND ORDERLY CONDITION AND KEPT FREE FFA4 ACC~ULATIONS OF WABTE MATERIALS AND RUBBISH DURING THE ENTIRE CONrRUCTIO~ PERIOD. REMOVE CRATES CARTONS AND OTHER FLAMMABLE WAST MATERI~_S OR TRASH FROM THE WORK AREAS AT THE END OF EACH WORKINC~AY. b) ELECTRICAL CLOSETS, PIPE AND DUCT SHAFTS, rASES, F¢RRED SPACES AND SIMILAR SPACES WHICH ARE GENERALLY UNFINISHE[SHALL EE CLEANED AND LEFT FREE FROM RUBBISH, LOOSE PLASTER, MO)RTIBRIP?IN~S, EXTRANEOUS CONSTRUCTION MATERIA. S, DIRT AND DUST, c) CARE SHALL BE TAKEN BY WORKMEN NOT TO ,ARK, Sd-, OR OTHERWISE DEFACE FINISHED SURFACES. IN THE EVENT THAT F'INI~D SUR!ACES BECOME DEFACED, CLEAN AND RESTORE SUCH SURFACES TO Ti~ ORIONAL CONDITION. d) CLEAN UP IMMEDIATELY UPON COMPLETION OF\E~OH ]~ADE'S WORK. e) CLEAN AREAS OF THE BUILDING IN WHICH p)A/NTIIf Ai¢ FINISHING WORK IS TO BE PERFORMED JUST PRIOR TO THE START (OF T~ ~RK, AND MAINTAIN THESE AREAS IN SATISFACTORY CONDITION FOR PARNTING~Np, FINISHING. f) THIS CLEANING INCLUDES THE REMOVAL OF ~R~[¢ ~D RUBBISH FROM THESE AREAS, BROOM CLEANING OF FLOORS, THE RE:MO~= dF ANY PLASTER MORTAR, BUST AND OTHER EXTRANEOUS MATERI~LS F¢ PN¢SH SURFACES, INCLUDING BUT NOT LIMITED TO, MISCELLANEOUS ME]T~OODWORK, PLASTER, GYPSUM DRYWALL, MASONRY, CONCRETE, MECHANICAL ) ELECTRICAL EQUIP- MENT, PIPING, DUCTWORK, CONDUIT, AND SURFACES VI~E: AFTER PERMANENT FIXTURE INDUCTION UNIT COVERS, GRILLES, REGISTER~FID OTHER SUCH FIXT- URES OR DEVICES ARe IN PLACE. g) LEAVING ALL RXTURES AND EGU$PMENT IN &(NDAMAGED, BRIGHT, CLEAN POLISHED CONDITION. h) CLEAN AND POLISH ALL HARDWARE, AND Ol~ i) DO ALL OTHER CLEANING AS REQUIRED TO ' PREMISES OVER TO THE OWNER IN A SPOTLESS AN 4ETAL WORK. THE BUILDING AND 3ERLY CONDITION. ~(- PARTITIONS CUTCHOGUE, NY 20, THE CONTRACTOR SHALL KEEP THE ARCHITECT INFORMED OF THE PROGRESS OF HIS WORK. NO WORK SHALL BE CLOSED OR COVERED UNTIL IT HAS BEEN INSPECTED AND APPROVED. SHOULD UNISPECTED WORK BE COVERED, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, UNCOVER ALL SUCH WORK SO THAT IT CAN BE PROPERLY INSPECTED AND AFTER SUCH INSPECTION, HE SHALL PROPERLY REPAIR AND REPLACE ALL WORK INTERFERED WITH. 21. THE CONTRACTOR SHALL PROVIDE PROTECTIONS NECESSARy TO PREVENT D~AGE TO EXISTING IMPROVEMENTS ON ADJOINING PROPERTIES AND DN OWNER'S PROPERTY, OWNER MUST BE NOTIFIED, IMMEDIATELY, OF ANY DAMAGE TO EXISTING IMPROVEMENTS ON ADJOINING PROPERTIES AND ON OWNER'S PROPERTY. CONTRACTOR MUST RESTORE DAMAGED IMPROVENTS TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO PROPERTY OWNERS. 22. DEFINITIONS = "REMOVE"- MEANS TAKE DOWN AND DISPOSE OF THE DESIGNATED MATERIAL, ASSEMSLY OR OTHER INDICATED ITEM IN A LAWFUL MANNER, OFF THE SITE. "SALVAGE"~ MEANS DISASSEMBLE, DISMOUNT ANb STORE ITEMS TO BE REMOVED FOR REUSE IN THE WORK OR TRANSFER TO THE OWNER IN AN AREA DESIGNATED BY THE OWNER. "MATCH"- MEANS TO PROVIDE AND INSTALL,NEW MATERIALS, ASSEMBLIES OR PRODUCTS MATCHING THE REFERENCED EXISTING MATERIAL, ASSEMBLY OR PRODUCT ' COMPLETELY, INCLUDING ACCESSORIES, COLORS AND FINISHES. WHEN MATCHING IS REQUIRED, THE CONTRACTOR SHALL SAMPLES OF THE REQUIRED MATERIALS FOR APPROVAL, 23. CONSTRUCTION SHALL NOT BE PERFORMED' UNTIL SCHEDULE OF OPERATIONS HAS BEEN FORMULATED JOINTLY EY THE CONTRACTOR, THE OWNER AND THE ARCHITECT. 24. ALL WORK SHALL BE SUBJECT TO FINAL INSPECTION BY THE ANCHITECT AND ACCEPTANCE By THE OWNER. 25. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR AFTER FINAL INSPECTION. ALL DEFECTS DISCOVERED DURIN~ THE GUARANTEE PERIOD SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE. EXISTING TO BE EXISTING TO REM~N PROPOSED REMOVED 9/29/00 BID SET STUTZMANN RESIDENCE Watersedge Nassdu Point Road Cutchogue, NY 980414- rz~Z~COVER SHEET & GENERAL NOTES L 0 T 12 /BURIED ELECTRIC RY / UTILITY (VERIFY BUILDING / LOCATION) SETBACK N 78'~ 36' 20" E ~ ~ ~/ PO~)Z TO BE IRREGULAR FOUND MON. / FOUND MON, FOUND MON. FOUND MON. / FOUND MON. // RE~ CURVE\ :T:T :T:T: T'_ ---' T-' 7-' ?-- -'" ...................... ~ ..................... '~' ......... / .......... T- A// ev / TIE LINE ~ ,~//,//~(~' / TREE 1 STORY -- / (~ / / , PROPO~SED '~1'' ~ ~ / ,/ ~ / ~ ~'' / /~' ~ ~ [ '~-I I EXISTING L / / / % / .: .IlI , I 1 STORY / I/ ~ ;' ~ ~EXISTINO DRIVEWAY · '' RET~RO WALL FENCE ~ ~/, ~ / . ---~ ~ !/ ~ / FENC~ SrLT FENCE - . ,TREE ~ ,/ X' %/ % I I /%CONC CURB N 78' ~6' 20" E " I HOUSE flEXIST 1-RING LOT 1,4- 409.32' EXIST CATCH BASIN AND DRYWELL TO REMAIN SITE PLAN SCALE'. 1" ~ 20' LOT AREA - 39,004 SQ FT. PROPOSED CATCH BASIN CONNECT TO EXISTING DRYWELL EXIST WOOD DECK AND STEPS REMOVE EXISTING OVERFLOW DRAIN BETWEEN DRYWELL AND BULKHEAD SECTION:IOA BLOCK. 15 LOT:11 BASED ON SURVEY PREPARED BY JOHN T. METZGER, LAND SURVEYOR P.O. BOX 909, MAIN ROAD SOUTHOLD, NY 119~71 28 APRIL 1993 NOTE. THE SURVEY IS THE REST INFORMATION CONCERNING EXISTING AND PROP~OSED SITE CONDITIONS IN THE POSSESSION OF THE OWNER, BU~ THE OWNER AND OWNER'S AUTHORIZED REPRESENTATIVES ASSUME NO RESPONSIBILITY FOR THE CORRECTNESS OF %HE SURVEY INFORMATION AND MAKE NO REPRESENTATIONS REGARDING THE ACTUAL SITE CONDITIONS THAT MAY EXIST 1.([;ONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO START OF CONSTRUCTION ZONING ARTICLE IliA - LOW DENSITY RESIDENTIAL R-4-O DISTRICT USE: SECTION 100,-30A.2 - USE REGULATIONS A PERMITTED USES: 1. ONE FAMILY DETACHED DWELLING, NOT ONE DWELLING ON EACH LOT TO EXCEED SECTION 100-30A.4 -ACCESSORY BUILDINGS POLE-- SUPPORT NET FILTER FABRIC FI OW BACKFILL NOTE: 1. SILTATION FENCE SHALL BE 'ENVIROFENCE'BY CELANESE CORP. NY, NY. OR APPROVED EQUAL. 2. POLE SPACING - 8'O.C. MAX. //---FILTER FABRIC /~OLES Q PLAN & SECTION DETAIL OF SILTATION FENCE SCALE: N.T.S. SITE WORK SPECIFICATIONS 1. PROVIDE PROTECTIONS NECESSARY TO PREVENT DAMAGE TO EXISTING IMPROVEMENTS. PROTECT IMPROVEMENTS ON ADJOINING PROPER'TIES AND ON OWNER'S PROPERTY. RESTORE DAMAOED IMPROVE~MENTS TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO PROPERTY OWNERS. 2. PROTECT EXISTIING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST UNECESSARY CUTTING, BREAKING OR SKINNING OF ROOT'S, SKINNING OR BRUISING OF BARK, SMOTHERING OF TFREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE. PROVIDE TEMPORA~RY GUARDS TO PROTECT TREES AND VEGETATION TO B~E LEFT STANDING. 3. REMOVE TREES, SHRUBS, GRASS AND OTHER VEGETATION, IMPROVEMENTS, OR OBSTRUCTIONS AS REQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION. 4. STRIP TOPSOIL TO WHATEVER DEPTHS ENCOUNTERED IN A MANNER TO PREVENT INTERMINGLING WITH UNDERLYING SUBSOIL OR OTHER OBdECTIONAL MATERIAL. STOCKPILE TOPSOIL ON SITE FOR FUTURE USE. 5, REMOVE HEAVY GROWTHS OF GRASS FROM AREAS BEFORE STRIPPING, WHERE EXISTING TREES ARE INDICATED TO REMAIN, LEAVE EXISTING TOPSOIL IN PLACE WITHIN DRIP LINES TO PREVENT DAMAGE TO ROOT SYSTEM. 6. COMPLETLY REMOVE STUMPS, ROOTS AND OTHER DEBRIS PROTRUDING THROIUGH GROUND SURFACE. FILL DEPRESSIONS CAUSEB BY CLEARtlNO OPERATIONS WITH SATISFACTORY SOIL MATERIAL. 7. REMOVE EXISTING ABOVE-GRADE AND BELOW-GRADE IMPRO- VEMENTS AS NECESSARY TO FACILITATE NEW CONSTRUCTION. SAW CUT EDGES OF EXISTING PAVEMENT WHERE REQUIREB. 8. LOCATE AND VERIFY ALL UTILITIES PRIOR TO COMMENCING WORK. BO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER EXCEPT WHEN PERMITTED IN WRITINO BY THE ARCHITECT AND THEN ONLY AFTER ACCEP- TABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIBED. PROVIDE A MINIMUM OF 48 HOURS NOTICE TO THE ARCHITECT AND RECEIVE WRITTEN NOTICE TO PROCEED BEFORE INTERRUP- TING ANY UTILITY.COORDINATE WITH UTILITY COMPANIES TO SHUT OFF SERVICES /F LINES ARE ALIVE. 9. EXCAVATE TO INDICATED ELEVATIONS AND DIMENSIONS WITHIN A TOLERANCE OF PLUS OR MINUS 0.10 FOOT OR UNTIL SAITSFACTORY SOIL WITH SUITABLE BEARING CAPACITY IS REACHED. 10. UNIFORMLY GRADE AREAS TO A SMOOTH SU'I~FACE, FREE FROM IRREGULAR SURFACE CHANGES. PROVIDE A SMOOTH TRANSITION BETWEEN EXISTING ADJACENT GRADES AND NEW GRADES. CUT OUT SOFT SPOTS, FILL IN LOW SPOTS, TRIM HIGH SPOTS TO CONFORM TO REQUIRED SURFACE TOLERANCES. 11. SLOPE GRADES TO DIRECT WATER AWAY FROM BUILDINGS AND TO PREVENT PONDINO. 12. SEED DAMAGED AND GRADED AREAS, PROTECT SEEDED AREAS FROM EROSION AND TRAFFIC. WATER AND MAINTAIN SEEDED AREAS UNTIL GRASS HAS GERMINATED. SECTION 100-244 - NON-CONFORMING LOTS DWELLING REQUIRED EXISTING PROPOSED AREA (SF) 20,000 TO 39,999 39,044 39,044 LOT COVERAGE 20X 3.70X 6.13X FRONT (FT) 40 260 250 SIBE (FT) 15 34.75 ANB 2,5 53.1 AND 2.5 BOTH SIDES (FT) 35 37.3 35.6 REAR (FT) 50 61.5 61.5 NO. OF STOR~E!S 2.5 1 1 BLDG HEIGHT (IFT 35 MAX 16.75 22.5 FLOOR AREA (!SF) FIRST FLOOR 1181,5 1932 BASEMENT 550 730 TO~AL 1731.5 2662 ACCESSORY REQUIRED EXISTING PROPOSED BUILDING HEIGHT (MAX) 18 N/A 13.46 SET BACK (FT) 5 N/A 5 / I / / I I I \ \ ! / I I I I 5/26/00 PRELIMINARY 6/8/00 PRELIMINARY 7/26/00 PRELIMINARY 9/29/00 BID SET 11/9/00 REVISED //~ PATRICK BRENNAN :CT ;TREET NEW YORK, NEW YORK 10011 ~ COPYRIGHT 1999 WATERSEDOE NASSAU POINT ROAD CUTCHOGUE, NY · ~:7~T /,42 980414 SITE PLAN SEPTEMBER 2000 1" = 20'-0" ~,-.¢z~z'a .ct, PB ,::l~ ~,'-, S W c~ecK~ er, PB A-01.0 ® ® ® ® ® ® COLUMN BASEMENT/ OPERABLE VENT W/ INSECT SCREEN (TYP) 7~ TYP I REINF CONE FOOTING (TYP) 8'CONC. WALL W/. ~4 HORIZ. BARS TOF:2A'-O' ~ 12'o.c.{TYP) TOF: 25~-0''' OPERABLE VENT W/ INSECT SCREEN (TYP) TOE OPERABLE VENT W/ INSECT SCREEN (TYP) ~- VENT FOUNDATION 16'-4' 5'-o~' I 6,_3t,/2, ia'-tt~' ED. 3 CRAWL SPACE 2" CONE. RAT SLAB ON 6 NIL VAPOR PROVIDE ACCESS 15)-8' 61'-9' I I REINF ~.: 41 - "4 BARB (TYP) ~ERABLE ENT J 27'-3~' I I ,, 4 FOOTING io'-1o½' 3'-0" i ~ONC. WALL ©j2' o.o. (TYP) ~ BOILER MAKE UP NR VENT VER~. BARS RIZ. EtARS f ISTING FIREPLACE 4' CMU CONTAINMENT POOL LCRAWL S .P, AC E C;Z'J''LAB ON 6 MIL VAPOR RARRIER 8" CONC. :. ~a'-8" WALL -- 4'COWC SLAB ON G MIL VAPOR BARRIER REINF, W/ SUMP W' fSTEEL !OVER /STL COEUMN %'FIERE-RATEO ~ON STORAGE , NC, WALl ~RS TFLE FLOOF T & g CEILING AND WALLS 27'-3' 13, _ 71/2, ' 18'-2' 5'-6' 5'-3' ~'-u½' L 2" x 4" STUD WALL (TYP) %" GYP BD CEILING AND WALLS ~" CARPET UR9ERLAYMENT FLOORS CL. /'~EDR (119 S.F. ~" GYP 8D CEILING AND WALLS CARPET 2'-0' TYP HALL GYP BD AND WALLS ~/4" CARPET UNDERLAYME/ FLOORS BATH S.F.) j LIGHT: 9,18 L _ ._ _ _ ~. 9I_m_ i_¢_. 5_E _SF _ _ -, '-k ....... ~-~ ...... LIG:HT~ 14.42 SF -- j AIR~. IT,.OE SF x 6" EXTERIOR i STUD WALL LIGHT: 114,42 SF AIR: 17,~G SF LIGNY?/11.37 SF .78 SF 9/29/00 BID SET PATRICK BRENNAN :CT /_4 y,4 = ~) COPYRIGHT lg9g WATERSEDGE NASSAU POINT ROAD CUTCHOGUE, NY 980414 BASEMENT/ FOUNDATION PLAN SEPTEMBER 2000 .j ® ® COLUMN M.R. GYP 80 CEILING AND WOOD FLOOR WALLS, WINDOW LIGHT: 18.28 S~ AIR: 20.28 SF LIGHT: 3.83 AIR: 4.44 AIR: 4.4~ LIGHT: AIR: 4.44 T & G AND WALLS WOOD FLOOR FIRST FLOOR PLAN 7'-11' 27'-3~" i lO,-io½, 3 .13 SF I¢-ooon INING I, ROOM (202~,S.F.} ,I SF :IREBL.¢CE Z[ HATCH ABOVE TILE T & G CEILING AND WALLS KITCHEN (200 S.F.) T & G CEILING AND WALLS WOOD FLOOR OOM (21 S.F.) AIR:,4., LIGHT: AIR: ii15 SF i t: 5.75 ~ WIND)OW LIGHT: 18.i26 SF AIR: 20.2~ PO ~CH LIGHT: 11]37 SF AIR: 17.7~ SF ENTRY & G CEI LtVI~IG ROOM (3~34 S.F.: 27'!0~, SF [LEV: 25'-0" WINDOW T & G CEILING MAHOGONY DECKING 5~, GYP BD CEILING AND WALLS ' WOOD FLOOR ': 18.26 SF AIR: !0.28 SF LIGHT DOOR EO. Ea. AIR:4.z ON CON[ qUOUS WOOD HANDRAIL -WOOD ~'GYP BO: CEILING AND WALLS WOOD FLO0~ EXISTING ~OEUMNS, BEAMS, RAF~ERS TO WlC ......... i ....... i ......................... LIGHT: 20.2~ ~<~ AIR:22.48 ~F I 12,-cp 27'-3' ~ !~ COLUMN 18'-2" COLUMN 5'-0' 6,-3~, 4'~10, t.13 GHT: 17.~' & G WALLS WOOD FLOOR BEDROOM (215 S.F.) ABOVE HATCH HALL WALLS VOOD FLO0 BATH (76 S.F.) T & G CEILING AND WALLS WOOD FLOOR BEDROOM (178 S.F.) ' LIGHT: 13 SF lAIR: 15GE SF EQ. EQ. i5'-8" 18'-2' ;LIGHT 13.54 SF ,',AIR 7.5'::J SF ' LIGHT! 7.66 SF : 8J88 SF TILE FLOOR, F & G CEILING AND WALLS W SF ,AIRi 7.59 SF 9/29/00 BID SET PATRICK BRENNAN .-cT NEW YORK, NEW YORK 10011 212.98g J123 COPYRIGHT 1999 WATERSEDGE NASSAU POINT ROAD CUTCHOGUE, NY FLOOR PLAN ~r~SEPTEMBER 2:000 z:~mv,¢~',, SW ' . 'D NOTE: SPECIFICATION OF STRUCTURAL ELEMENTS SHALL NOT BE CONSIDERED EXHAUSTIVE. STRUCTURAL ELEMENTS NOT SPECIFICALLY DETAILED BUT NECESSARY SHALL BE ENGINEERED, PROVIDED AND INSTALLED IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS AND GENERALLY ACCEPTED GOOD ENGINEERING AND BUILDING PRACTICE. HEADER AND BEAM SCHEDULE DESCRIPTION TYPE :~LUSH HEADER 2.0 E GP LAM LVL 2.0 E GP LAM LVL FLUSH HEADER E GP LAM LVL HEADER 2.0 E GP LAM LVL TRIMMER 2.0 E GP LAM LVL TRIMMER 2.0 E GP LAM LVL FLUSH HEADER E GP LAM LVL HEADER 2.0 E GP LAM LVL DOOR HEADER 2.0 E GP LAM LVL VINDOW HEADER 2.0 E GP LAM LVL WINDOW HEADER 2.0 E GP LAM LVL WINDOW HEADER 2 0 E GP LAM LVL WINDOW HEADER 2.0 E GP LAM LVL GIRDER DOUBLE P.T. 2" x 12" GIRDER TRIPLE P.T. 2" x 12" GIRDER TRrPLE P T. 2" x 12"' GIRDER P,T 2" x 12" GIRDER TRIPLE P.T. 2" x 12" GIRDER P.T. 2" x 12" GIRDER DOUBLE P.T. 2" x 12" )TE: WI, LVL, AND LSL AS MANUFACTURED AND DISTRIBUTED GEORGIA - PACIFIC, INSTALL IN ACCORDANCE W/MANUFACTURER'S SPANS ARE APPROXIMATE, VERIFY IN FIELD, (3) 2" x 1~" 3" (2) 2" x 1~" 3" (3) 2" x 13" 3" (3) 2" x CONNECTORS: 1. PROVIDE CUSTOM FABRICATED STEEL CONNECTORS AS INDI,CATED. EACH PLATE CONNECTOR TO BE I/4" THICK , 10" HIGH, AND A MINIMUM OF 6" LONG ON EACH LEG, FABRICATE EACH PLATE TO CONFORM TO ANGLE AND SLOPE OF ROOF FRAMING, FASTEN TO WOOD MEMBERS WITH (3) I,/2" D~AMETER BOLTS THROUGH EACH LEG (TYP,) 2. ALL OTHER HIP/RIDGE OR VALLEY RIDGE CONNECTIONS SHALL BE SECURED WITH SIMPSON LSBO ANGLES AT BOTH SIDES. 3. PROVIDE VARIOUS SIMPSON HANGERS AND STRAP TIES AS REQUIRED. NOTES: IOD~ ~IN: EUViNG RM VD 1929) 2. NOTED ELEVATIONS ARE APPROXIMATE AND ARE PROVIDED FOR ESTIMATING PURPOSES ONLY. 5. ALIGN ALL FINISHED FLOORS DOOR & WINDOW I HEADS, AND SOFFIT/FACIA HEIGHTS TO MATCH EXISTING ADJACENT. DESIGN LOADS LIVE LOAD DEAD LOAD TOTAL LOAD BASEMENT 40 PSF 10 PSF 55 PBF FIRST FLOOR 4-0 PSF 15 PSF 55 PSF ROOF. BO PSF 15 PSF 45 PSF SNOW LOADS: ZONE 30 SLOPE~ +/- 10 DEG. - 29 PSF WIND LOADS: 0 TO 25 FT ABOVE GRADE WALLS - 15 PSF EAVES & CORNICES - SO PSF (UPWARD) CHIMNEY - 26 PSF ROOF (0 TO 20 FT,30 TO 60 DEC,) - 5 TO 11PSF DOWNWARD 11 PSF UPWARD · WIND LOAD IS LESS THAN ONE THIRD (1/3) OF DEAD LOAD PLUS SNOW LOAD, USE 29 PSF MIN, 2" x 10" PRESSURE TREATED LEDGER GIRDER 4 GIRDER 5 GIRDER 6 -~_ 2. x 1(" pi iSSIRE [RE, ,TEE FL )OR dOt~ ~ 16" D.c. ;TYf RI~ BO, PO :TYF ~',1" x 91/2'' TREATED PLYWOOD (TYP) FLOOR JOIST GP WI BO x © 16" D.C. (TYP) SOLID DOUBLE JOIST EXISTING TRIMMER E 16" o,c, (TYP) DOUBLE JOIST I DOUBLE JOIST I DOUBLE 10',CEDAR JOIST © 16' o.c. (EVENLY' SPACED UNDER ICANTILE~ 2'× $' :Rl~ BOARD, 3" DIA STL COLUMN -- ON CONC. FOOTING STAIRS OPENING FLOOR JOIST GP WI60 × © (TYP) 9/29/00 BID SET PATRICK BRENNAN CT WATERSEDGE NASSAU POINT ROAD CUTCHOGUE, NY 980414 FIRST FLOOR FRAMING DIAGRAM SEPTEMBER 2000 , '¸1 ROLL VENT (TYPF GABLE END SKIRT SLOPE- F i'-5~' TYP :12 SLOPE- 14 :12 :R ,OOF ,PLAN SLOPE- 14 :12 SLOPE- 14:12 SLOPE- 14 :12 ARCH HCEMENT WASH TERRACOTTA IMNEY POT ARCH COPPER VALLEY EXTENSION SPOUT W/ RECTANGULAR COPPER CONDUCTOR AND 3" DIAM COPPER PLAIN ROUND DOWNSPOUT TO GRADE W/ CONC, SPLASH APRON SLOPE- 14 SLOPE- 14 :12 SLOPE- 14 :12 CRICKET CHIMNEY POT :MENT WASH SLOPE- 14 :12 SLOPE- 14- :12 SLOPE- 14:12 I TYP 18'" WIDE HAND SPLIT RED CEDAR SH:AKES W/ 71,/2' EXPOSURE, .30 LB FELT INTERLEAVING, CEDAR BREATHER MAT,5/¢' CDX PLYWOOD (T't(p) LINE Of ~UILDING (BELOW) END SKIR1T SLOPE- 14, · 12: ROOF SPECIFICATIONS 1) ALL ROOF SLOPES GREATER THAN 4, :12 ,SHALL HAVE SELF2ADHERiNO WATERPROOF UNDERLAYMENT AT ALL EAVES, VALLEYS, AND ROOF PENETRATIONS 2) ALL ROOF SLOPES LESS THAN 4, :12 AND ARCHED ROOFS SHALL HAVE CONTINUOUS SELF-ADHERING WATERPROOF UNDERLAYMENT , ALL FLASHING SHALL BE 16 oz COPPER, 4) SHAKES SHALL BE; t8" x ~4" 'HANDSPLIT-AND-RESAWN HEAVIBS' CERTI-SPLIT NO, 1GRADE AND INSTALL IN ACCORDANCE W/ "CEDAR SHAKE AND SHINGLE BUREAU" 5) CEDAR BREATHER SHALL BE; MANUFACTURED BY "BENJAMIN OBDYKE INCORPORATED" AND INSTALL IN ACCORD- ANCE W/ MANUFACTURE,S INSTRUCTIONS 6) ROLL VENT SHALL BE; MANUFACTURED BY "BENJAMIN OBDYKE INCORPORATED" AND INSTALL IN ACCORD- ANCE W/ MANUFACTURE'S INSTRUCTIONS 7) SELFtADHERING WATERPROOF UNDER- LAYMENT SHALL BE; MANUFACTURED B~ "GAF" OR APPROVED EQUAL AND INS~'ALL IN ACCORDANCE W/ MANUFACTURER'S INSTRUCTIONS 9/29/00 BID SET PATRICK BRENNAN CT WATERSEDGE NASSAU POINT ROAD CUTCHOGUE, NY 980414 ROOF PLAN SEPTEMBER 2000 HEADER AND BEAM SCHEDULE N WINDOW HEADER Y-O" 2" x 10" 1 (2) 11/2" x 91/2" 3" 0 WINDOW HEADER ¢'-0" 2" x 10" 1 (2) 11/2" x 9V2" 3" p WINDOW HEADER ]'-9V2" 2" x 10" 1 (2) 11/2" x 9/2" 3" Q WINDOW HEADER $'-0" 2" x 10" 1 (2) ll/z'' x g~/z" 3" R WINDOW HEADER ]'-91/2" 2" x 10" 1 (2) 1~/2'' x 9/2" 3" U WINDOW HEADER 5'-0" 2" x 10" 1 (2) 1/2" x 9/~" 3" W WINDOW HEADER 5,-0,, 2,, x 10" 1 (2) 11/2'' x 9/z' $,, Z WINDOW HEADER Z'-O" 2" x 10" 1 (2) 11/2'' x 9~/z'' B" BB WINDOW HEADER 7'-6" 2" x 10" 1 (2) 11/2" x 91/2" 3" CC WINDOW HEADER ~'-6" 2" x 10" 1 (2) 11/2" x 9V2" 3" DD BUILT-UP BEAM 3'-2V2 RUSTIC TIMBER 1 DOUBLE; CDX x lO"f 2" x 8" RAFTER ~ ~B" I ' ~2" x 8" RAFTER N;.~; ~ I6" O,C. x 10" RIDGE ROOF FRAMING DIAGRAM 2" x 8" RAFTER ~ 16" o,c. HEADER AND BEAM SCHEDULE DESCRIPTION gPAN TYPE QTY SIZE ULARING fFACH FND) NOTE $9 GIRDER B,-O,, 2. x 10" 1 (2) 1~/2,, x 310 GIRDER I1' O' 2" x 10" 1 (2) 11/2'' x 311 GIRDER I1'-0" 2" x 10" 1 (2) 1~/2" x 312 GIRDER 5'-0" 2" x 10" 1 I2) ¢/2" x g~/2" B" 31,5 GIRDER II'-O" 2" X 10Ii 1 (2) 1/2" x 91/2'' 31'd- GIRDER I1'-0" 2" x 10" 1 (2) 11/2'' x 91/~'' 3" 315 GIRDER ~'-0" 2" x 10" 1 12) 11/2" x 91/2" 3" 316;GIRDER 5'-6" 2.0 E GP LAM LVL 1 1~/4'' x 9V2" 4.3" 317 GIRDER 5' 6" 2 0 E OR LAM LVL 1 1~4" x 91/2 .~18 GIRDER ~'-6I' 2 0 E GP LAM LVL 1 1~/4'' x 91//2' 4.3" ¢2" x 8" F~AFTER ~ 16" D.C. TRIPLE 2" x 10" I 2" x 8" RAFTER 2" x 10" RIDGE x 8" RAFTER DOUBLE ~" CDX PLYWOOD DOUBLE~" PLYWOOD )OUBLE 2" x 8" X 8" 16" x 10" RIDGE i x 8" RAFTER r. !1 )OUBLE 2" x 8" 2" x 4" (TYP) ~2" x 8" RAFTER x 10" RIDGE × 8" 16" ~ 9/29/00 BID SET PATRICK AN ;T NEW YORK, NEW YORK 10011 (~) COPYRIGHT 1999 WATERSEDGE NASSAU POINT ROAD CUTCHOGUE, NY P~O~-CT No980414 ROOF FRAMING DIAGRAM '~"'~SEP TEMBER 2000 ~ I/~,, = 1'-0" '°'~.v,'v ~'.", SW A,04.1 9/29/00 B~D STUCCO 1) FINISH SHALL MATCH EXISTING 2) PROVIDE A MINIMUM OF (2) TWO SAMPLE PANELS (4 FT BY 4 FT) TO TEST AGGREGATE, COLOR, TEXTURE, ETC. 3) VERIFY LOCATION OF ALL CONTROL JOINTS W/ ARCHITECT 4) UTILIZE GALV STL STUCCO LATH ACCESSORIES AS REQUIRED 5) PROVIDE ~"SPACE BETWEEN ALL PLYWOOD SHEATHING 6) INSTALL IN ACCORDANCE W/ PORTLAND CEMENT PLASTER (STUCCO) MANUAL (PCA) ~ FINISH GRADE [BEYOND) BRICK MASONRY CHIMNEY W/ CEMENT WASH AND TERRACOTTA CHIMNEY POT 18"WIDE HAND SPLIT RED CEDAR SHAKES W/ 7~"EXPOSURE, 3B LB FELT INTERLEAVING. CEDAR BREATHER MAT,~"CDX PLYWOOD (TYP) 3 COAT CEMENT STUCCO W/ MINERAL OXIDE PIGMENT AND PEBBLE DASH FINISH, GALV STL EXPANDED MESH STUCCO LATH, 15 L8 FELT,~'COX PLYWO00 (TYP) CEDAR RAFTER TAILS COLUMN 121 ~ COLUMN ROLL VENT COLUMN I2 WOOD WINDOW BOX RUSTIC TIMBER COLUMN RUSTIC TIMBER i BUILT-UP BEAM WEST ELEVATION CUSTOM WOOD DUTCH DOOR AND SIDE LIGHTS W/ FIXED GLAZING 5/4"x 4"CEDAR WINDOW CASING (TYP) CEDAR PERFECTION SHINGLES W/ G"EXPOSURE (TYP) EXPOSED 2"x lB'CEDAR FLOOR JOIST ~"CEDAR TRELLIS ON "P.T. FURRING STRIPS (TYP) CONC. RETAINING WALb ON CONC. FOOTING SOUTH JL- T--II I I i -- CLUSTOM WOOD F~-LT ~ L DLUTCH DOOR I ELEVATION FINISH GRADE (BEYOND) FIN, FLOOR I'x G"AND l"x 2"CEDAR RAKE FASCIA (TYP) COPPER VENT FOR CEDAR BREATHER 5/4'x 6"CEDAR WINDOW CASING CEDAR PERFECTION SHINGLES W/ B#EXPOSURE ITYP) EXPOSED 2"x 1D'CEDAR FLOOR JOIS FIN, FLOOR CONC. RETAINING WALL ON CONC. FOOTING 2 COAT CEMENT STUCCO W/ MINERAL OXIDE PIGMENT m AND PEBBLE DASH FINISH ON CONC.~ ~"CEDAR TRELLIS ON *P.T. FURRING STRIPS (TYP) BRICK MASOI4RY CHIMNEY W/ CEMENT WASH AND TERRACOTTA CHIMNEY POT 18" WIDE HAND SPLIT RED CEDAR SHAKES W/ 7~'EXPOSURE, 3B LB FELT INTERLEAVING, CEDAR BiREATHER MAT,~"COX PLYWOOD (pyp) l"x 6'CE]DAR FASCIA OVER RAFTER ENOS BUILT-UP~ BEAM W/ CEDAR BEAM WRAP REMOVABLE BRONZE SCREEN PANELS ~/ WOOD FRAMES RUSTIC T'IMBER COLUMN AND GUAR~D RAIL MAHOGANY( DECK PLANKING CEDAR FA~SC[A CEDAR RI!SERS ANO MAHOGANY TREAOS PATRICK EBF kN 526 WEST 22nd STREET NEW YORK, NEW YORK 10011 212.989.1125 WATERSEDGE NASSAU POINT ROAD CUTCHOGUE, NY 980414 WEST AND SOUTH ELEVATIONS A-05.0 SET BRICK MASONRY CHIMNEY W/ CEMENT WASH AND TERRACOTTA CHIMNEY POT tS"WIDE HAND SPLIT RED CEDAR SHAKES W/ 7~"EXPOSURE, 30 LB FELT INTERLEAVING, CEDAR BREATHER MAT,~"CDX pLYWOOD (TYP) 3 COAT CEMENT STUCCO W/ MINERAL OXIDE PIGMENT AND PEBBLE DASH FINISH, GALV STL EXPANDED MESH STUCCO LATH. 15 LB FELT,~'CDX PLYWOOD (TYP) COPPER VENT FOR CEDAR BREATHER ® ® EYEBROW DOF Ii II ® © il il CEOAR PERFECTION SHINGLES W/ 6' EXPOSURE (TYP) EXPOSED 2'x 10"CEDAR FLOOR JOIST ~"CEOAR TRELLIS ON " P.T. FURRING STRIPS (TYP) .... ~ CUSTOM WOOD DUTCH O00R EAST ELEVATION STUCCO l) FINISH SHALL MATCH EXISTING 2) PROVIDE A MINIMUM OF (2) TWO SAMPLE PANELS (4 FT BY 4 FT) TO TEST AGGREGATE, COLOR, TEXTURE, ETC. 3) VERIFY LOCATION OF ALL CONTROL JOINTS W/ ARCHITECT 4) UTILIZE GALV STL STUCCO LATH ACCESSORIES AS REOUIRED 5) PROVIBEM ~'SPACE BETWEEN ALL PLYWOOD SHEATHING G) INSTALL IN ACCORDANCE W/ PORTLAND CEMENT PLASTER ISTUCCO) MANUAL (PCA) 18"WIDE HAND SPLIT RED CEDAR SHAKES W/ 7~'EXPOSURE, 3B LB FELT INTERLEAVING, CEDAR BREATHER MAT,~"CDX PLYWOOD ITYP) l'x G'EEDAR FASCIA OVER RAFTER ENDS- BUILT-UP BEAM W/ CEDAR BEAM WRAP REMOVABLE BRONZE SCREEN PANELS W/ WOOD FRAMES RUSTIC TIMBER COLUMN AND GUAD RAIL MAHOGANY DECK PLANKING CEDAR FASCIA CEDAR RISERS AND MAHOGANY TREADS f.F. m PORCH DECK ii 12 NORTH ELEVATION CHIMNEY 1' x 6'CEDAR FASCIA OVER RAFTER ENOS B[UILT-UP BEAM W/ CEDAR BEAM WRAP REMOVABLE BRONZE SCREEN P~NELS W/ WOOD FRAMES R~STIC TIMBER COLUMN A~D GUAD RAIL MIAHOGANY DECK PLANKING 'CEOAR FASCIA ELEV 27' 0" FINISH GRADE ~_ CLEW 241-DI' T 0 FOOTING m WALL T 0 FOOTING o COLUMN ELEVt21"-O'' [4 3 COA'T CEMENT STUCCO W/ MINER~AL OXIDE PIGMENT AND PEBBLIE DASH FINISH, GALV STL EXPAN~DEO MESH STUCCO LATH, 15 LB FELT,~'CDX PLYWOOD ~TYP) · 2 COAIT CEMENT STUCCO 9/29/00 BID SET PATRICK BRENNAN :CT 526 WEST 22nd STREET NEW YORK, NEW YORK 10011 WATERSEDGE NASSAU POINT ROAD CUTCHOGUE, NY 980414 EAST AND NORTH ELEVATIONS SEPTEMBER 2000 c~c~ ~, PB A-06.0 2" x 8" © 16" D.C. 1" x 4" DOOR CASING (TYP) ARCHED ROOF GYP BD (TYP) 2'x 8'STUD WALL W/ R-19 FIBERGLASS BATT INSULATION 3~"FURRED STUD WALL W/ R-II FIBERGLASS BATT INSULATION 8'CONC. WALL W/ =4 VERT, BARS© 18"o.c. AND "4 HORIZ. BARS ~ 12"o.c.(TYP) 4"CONC. SLAB (TYP) MEMBRANE WEATHERPROOFING CONC, FDOTIND (TYP) 2" x 10' RIDGD COPPER STEP FLASHING AND PAN-THRU FLASHING (TYP) i BRICK MASONRY CHIMNEY W/ CEMENT WASH AND TERRACOTTA CHIMNEY POT PROPOSED BRICK TO MATCH EXISTING 2" x 10" RIDGE 18"WIDE HAND SPLIT RED CEDAR SHAK;ES W/ 7~'EXPOSURE, 3B LB FELT INTERLEAVING, CEDAR BREATHER MAT,~"CDX PLYWOOD (TYP) 2" x 10" © 16" o.c, EYEBROW DORMER EXISTING COTTAGE TO REMAIN l"x 6"CEDAR FASCIA OVER RAFTER ENIDS BUILT-UP BEAM W/ CEDAR BEAM WRAP 2"x 4' COLLAR TIES ~ 16"o.c, CEDAR PERFECTION [ SHINGLES W/ 6"EXPOSURE (TYP) REMOVABLE BRONZE SCREEN --x SLIDE PANELS W/ WOOD FRAMES  RUSTIC TIMBER COLUMN ~-EXISTING AND OUAD RAIL FIREPLACE~ MAHOGANY DECK PLANKING FIN, FLOOR ~ : ~ FIN, FLOOR Q PORCH DECK I ~ 2.8 E GP LAM LVL CEDAR FASCIA IIIIII ~ // // Gyp~FIRE-RATEDBD ON 2"COMB. RAT SLAB I FJ_L] TO FOOTING m COLUMN TYP WEST TO EAST SECTION 2"x 8'RAFTER ~ 16"o.c.- 2'x 6"CEILING JOIST © 16'o.c. R-30 FIBERGLASS BATT INSULATION 18"WIDE HAND SPLIT RED CEDAR SHAKES W/ 7~"EXPOSURE, 30 LB FELT INTERLEAVING, CEDAR BREATHER MAT,~'CDX PLYWOOD (TYP; ARCHED OPENING W/ t"x 4'DOOR CASING KITCHEN COUNTERS AND CABINET SEE SHEET A-09 2"x G"STUDS W/ R-iR FIBERGLASS BATT I 12 BRICK MASONRY( CHIMNEY W/ CEMENT WASH ~AND TERRACOTTA CHIMNEY POT 18" WIDE HAND SPLIT RED CEDAR SHAKES W/ 71/~," EXPOSURE, 30 LB FELT INTERLEAVING, CEDAR BREATHER MAT,~"CDX PLYWO00 (TYP) 2'x 8"RAFTER © 1G'o,o. R-30 FIBERGLA!SS BATT INSULATION ~"GYP BO (TYP) ARCHED ROOF STUCCO W/ PEBBLE DASH (TYP) MEMBRANE WEATHERPROOFING FIN FLOOR CONC. FOOTING (TYP) 2'CONC. RAT SLAB 2.0 E GP LAM "FIR GYP BO ON CEILING OIL TANK CONC. WALL 'CEDAR PERFECTFION SHINGLES W/ G;" EXPOSURE (TYP) · FLOOR JOIST GIP WI60 x 9~" © 16' o.c.(TYP) 2'x 6"SILL PLIATE (TYP) RIM BOARD (TYFP) · 2' x 10' EXPOSEID FIN FLOOR CEDAR JOIST 8'CONC. WALL ~W/ VERT. BARS © 18'o.c. AND HORIZ. BARSi © 12'o.o.(TYP) CEDAR TRELtLIS OVER "P.T. FURRING; STRIPS (TYP) I~'FINISH FLO~ORING CONC. SLAB CTYP) CONC. FOOTING TO FOOTING SOUTH SECTION F?N. FLOOR 9/29/00 BID SET COMPONENT O.S. FILM CEDAR SHAKE 30LB FELT CEDAR BREATHER ~"COX, 2'x 8"~ 1G"o.c, 9'BATT INSUL. I,S, FILM 34.62 TOTAL : I/R : 0,0289 .15 COMPONENT B.17 0.S. FILM 3~, CEMENT STUCCO 18.06115LB FELT 0,78J 5~,CDX, 2. x 6'(~ 16 o.o. 19.0J 5~' 8ATT INSUL. O.R41 ~' T & G O.GBI I.S, FILM Bi.78 TOTAL U : I/R = 8.0459 PATRICK BRENNAN CT COPYRIGHT 199B WATERSEDGE NASSAU POINT ROAD CUTCHOGUE, NY ,,~'o~cr ,w, 980414 BUILDINC SECTIONS COMPONENT O.S. FILM ~'CEMENT STUCCO 8' CONC. 5~" BATT INSUL. ~' GYP BO I.S. FILM 21.iD TOTAL U = 1/R = 8.8473 ~'-~SEP TEMBER 2000 sc~ I/4" : 1'-0" ~SZr. N~ m~.,PB z~,wv eY, SW c~ ~Y, PB A-07. (2) RAFTERS D BLOCKING 2" x 6" COLLAR TIES ROOFING SHINGLES PLYWOOD (TYP) 3 COAT STUCCO W/ PEBBLE PLYWOOD SHEATHING R 19 BATT INSULATION 2" x 6" PLATE 2" x 6" P.T. SILL ~ W/ COMPRESSIBLE INSUL, & ALUM, TERMITE FLASHING 8" CONC. WALL W/ "'4 VERT BARS % © 18" o.c, AND "'4 HORIZ BARS © 12" c.c. (TYP) ~" CEDAR TRELLIS ~/4" P.T. FURRING 2 COAT CEMENT STUCCO · MEMBRANE (TYP) GRADE CONC, -- FOOTING -- ~" GYP BD. (TYP) __5~,, GYP BD ON 11/~'' FURRING ~8" GYP BD. (TYP) FINISH WOOD FLOOR SUB-FLOORING JOIST GP WI60 x 9~/2'' ~ 16" o,c,(TYP) R-19 INSULATION 2" x 6" STUD 2" x 10" 2" x 8" RAFTER TYPICAL CONSTRUCTION 3 COAT STUCCO PEBBLE BAS R 19 BATT NSULATION W/ 5/8" GYP BD, (TYP) FINISH FLOE SUB-FLOORII JOIST GP Wl60 x 91/2' 16" o.c m TYPICAL WALL SECTION B" WIDE HAND SPLIT RED CEDAR 7V2" EXPOSURE, ~. SHAKES WI 30 LB FELT INTERLEAVING, CEDAR 3REATHEB MAT,~" CDX PLYWOOD (TYP) :OPPER DRIF-- FLASHING CEDAR FASCIA CEDAR SOFFIT TYPICAL FASCIA DETAIL -- ~" GYP BD (TYP) --~" x 16" ANCHOR BOLT ~ 6' 0" o.c, BAR m PERIMETEF FLOOR CONC. SLAB -- 6 MIL VAPOR BARRIER x 6" W1.2 x W1.2 WIRE MESH -- '*4 BAR © 18" o.c.(TYP) (2) *5 BARS CONT. VARIES, ,o CONC, RAT SLAB MIL VAPORI BARRIER 2" CONC. RAT 6 MIL BARRIER WALL SECTrON m GABLE ENDS AIR SPACE BAFFLE FIBERGLASS BATT INSULATION STONG-TIE H2,5 WIND ANCHOR © EACH RAFTER (TYP) ~" GYP (TYP) PLYWOOD SHEATHING 2" x 8" RAFTER (TYP) -- 2" x 6" DOUBLE TOP PLATE 2" x 6" STUDS W/ R-19 FIBERGLASS BATT INSULATION 2" x '$" P.T. WOOD BLOCKING 2" x 4" FALSE CEDAR RAFTER TAIL END SPACED EQUALLY © 16" o,c. CONT. SOFFIT VENT W/ BRONZE SCREEN /~ GABLE END DETAIL ~ PORCH DECK Q WALL SECTION ~ DINING [DOUBLE 2" x 8" RTAFTER AT GABLE END CEMENT STUCCO W/ PEBBLE DASH COPPER FLASHING 11" x 4" P.T. WOOD BLOCKING © 16" c.c. C]OPPER FLASHING TFYPICAL ROOF CONSTRUCTION x 8" RAFTER e 16" o,c.(TYP) SIMPSON STONG-TiE H2,5 WIND © EACH RAFTER (TYP) T AND G x 4" CEILING JOIST RUSTIC TIMBER COLUMN 12 ROOM ROOF DETAIL 12 2" x 10" P.T WOOD LEDGER RUSTIC TIMBER COLUMN MAHOGANY WOOD PLANKING DOUBLE ~4" x 9~2" PRESSURE TREATED PLYWOOD (TYP) 2" x 10" P,T, FLOOR JOIS1 © 16" o,c, (TYP) (2) OR (5) 2" x 12" P.T GIRDERS W/ 5" BEARING (SEE SCHEDULE ON A-5I) SIMPSON STRONG-TIE PAHD 42 HOLD DOWN (2 PIER TO PIER MIN.) 8" DIA. CONC. PIER REINF, W/ 4 *'$ BARS (TYP) 2" x 10" PRESSURE TREATED FLOOR JOIST AT 16" o.c,(TYP) 3GANY WOOD PLANKING OR (3) 2" x 12" PRESSURE TREATED GIRDERS W/ 5" BEARING, (SEE SCEDULE ON A-O3.1) Q WOOD DECK DETAIL x 4" P.T. x 2" CEDAR FASCIA 1" × 6" CEDAR FASCIA CEDAR TRELLIS PORCH DECK --18" WIDE HAND SPLIT RED CEDAR SHAKES W/ 7~" EXPOSURE 30 LB FELT INTERLEAVING ON CEDAR BREATHER ~' CDX PLYWOOD (TYP) 'CONTINUOUS SELF- ADHERING WATERPROOF UNDERLAYMENT CONT, 2" x 4" AT RAFTER ENDS (TYP) 1" x 6" CEDAR FASCIA SOFFIT NT. SOFFIT VENT W/ BRONZE SCREEN 2" x 4" FALSE CEDAR RAFTER TAIL END SPACED EQUALLY © BUILT-UP BEAM W/ CEDAR BEAM WRAP (2) 2" x 10" 2" x 8" RAFTER © 16" o,c. 18" WIDE HAND SPLIT RED CEDAR SHAKES W/ 7~" EXPOSURE ~0 LB FELT INTERLEAVING ON CEDAR BREATHER CONTINUOUS SELF- ADHERING WATERPROOF UNDERLAYMENT 2" x 6" RAFTER © 8" o.c, CEDAR FASCIA PROVIDE VENT. THROUGH ~' PLYWOOD STRIPS " DOUBLE ~/4" PL'~ -- "-., CEDAR SOFFII ~ ' FIXED EYEBROW~'----"--'-~- " WINDOW _ - '~ CEDAR TRIM ...... G WALL SECTION CONT, ', W/ LIVING ROOM /ALL- 9/29/00 BID SET PATRICK BRENNAN AF WATERSEDGE NASSAU POINT ROAD CUTCHOGUE, NY 980414 WALL SECTIONS' AND MISC. DETAILS I~-%EPTEMBER 2000 J~'c~z~- AS NOTED ,~-sz~ ~, PB ~ ~x, S W ~ ~, PB A-08.0, EXTENSION JAMB INTERIOR WINDOW CASING ~/4" P.T. PLYWOOD T & G WALL STUD WALL W/ R-19 FIBERGLASS BATT INSULATION CDX PLYWOOD SHEATHING AND CEMENT STUCCO W/ PEBBLE DASH CEMENT STUCCO W/ PEBBLE DASH COPPER FLASHING W/ DRIP EDGE ~" P.T. PLYWOOD WOOD BLOCKING CASEMENT WINDOW CASEMENT WINDO WINDOW 'D'JAMB DETAIL x 6" P.T. BUCK CEDAR WINDOW TRIM FALSE EXPOSED CEDAR JOIST © 16" o.c. 2" x 8" CEILING JOIST © 16" o.c. W/ R-50 FIBERGLASS BATT INSULATION 18" WIDE HAND SPLIT RED CEDAR SHAKES W/ 7~" EXPOSURE, 50 LB FELT INTERLEAVING, CEDAR BREATHER MAT,~" CDX PLYWOOD (TYP) 2" x 10" RAFTER © 16" o.c. RUSTIC TIMBER BUILT-UP BEAM 2 LAYERS OF ~" P.T. PLYWOOD CEDAR FASCIA CEDAR SOFFIT 2" x 4" FALSE CEDAR-- RAFTER TAIL END SPACED EQUALLY © 16" o.c. CEDAR SOFFIT CEMENT STUCCO W/ PEBBLE DASH RUSTIC TLMBER COLUMN BRICK FINISHED PORCH 4" CONC, SLAB 8" CONC FOUND. WALL CONC. FOOTING SECTION e ENTRANCE DOOR X T & 0 WALL INTERIOR WINDOW CASING T & G PANELING EXTENSION JAMB FINISHED FLOORING WINDOW 'D'HEAD AND SILL DETAIL 2" x 6" P.T BUCK ~¢4" P.T. PLYWOOD 6" STUD WALL W/ R 19 FIBERGLASS BATT INSULATION DETAIL DECORATIIVE- NEWEL PIOST DETAIL T~O BE DETERMINED (TYP) SECTION ~ STAIRS DYKES OAK HANDRAIL BALUSTER DECORATII NEWEL PIOST DETNL T~O DETERMINED FACE STE BUILT-IN WINDOW SEAT 6" STUD WALL W/ R-19 FIBERGLASS BATT INSULATION PERFECTION SHINGLES W/ 6" EXPOSURE (TYP) 2" x 4" FURRING STRIPS CEDAR SOFFIT SECTION a DORMER CDX PLYWOOD SUBFLOORING 2" x 10" EXPOSED CEDAR JOIST RIGID INSULATION FELDMAN BULLNOSE JAMB OAK TREAD SCOTIA FELDMAN COVE *8062 (Tyrp) POPLAR RI:SER TYPICAL DOOR STOP DETAIL SECTION ~ STAIRS FELDMAN BACK BAND '8515 ~Y2" xY4" BEADED CASING DOOR OR WINDOW JAMB TYPICAL // DOOR AND WINDOW CASING JAN WINDOW STOOL (TYP) BEADED APRON TYPICAL WINDOW STOOL AND APRON FELDMAN COVES *F 100, BEADED DYKES BASE CAP MOULDING "121 TYPICAL CROWN MOULDING 51/2" BASE DYKES OAK ,/,'~5~ '" I/4" x 1" FLOOR MOULD TYPICAL BASE TRIM 9/29/00 BID SET PATRICK BRENNAN 'CT 526 ~d STREET NEW YORK, NEW YORK 10011 (~ COPYRIGHT 19§9 WATERSEDGE NASSAU POINT ROAD CUTCHOGUE, NY 980414 WALL SECTIONS AND MISC. DETAILS z~f JULY 2000 I'~"~- AS NOTED z~-szcv,~w ax, PB ~v ~r, SW ~a ~, PB A-08.5 TYPICAL CABINETRY ELEVATION SCALE- 1,, . 1,-0. W/D LAUNDRY CABINETRY SPECIFICATIONS KITCHEN, LAUNDRY ROOM, CHINA CABINET TO BE FULL OVERLAY STYLE, CONSEALED HINGE. EXTERIOR FINISH:PAINTEO INTERIOR FINISH:CLEAR, NATURAL GLASS FRONT DOOR TILE BACKSPLABH SOLID-SURFACE COUNTERTOP SLAB FRONT DRAWS BEAOBOARD INSET PANEL DOOR WASHER LAUNDRY ROOM ELEVATION (MICRQWAVE KITCHEN AND m E KITCHEN (200 S.F.) REFRIG DOUBLE OVEN LAUNDRY ROOM PLAN LAUNDRY ROOM ELEVATION KITCHEN ELEVATfON LAUNDRY ROOM ELEVATION / OR I OR DR DR t OW / PULL OUT / :O R ~CE~ ~ ~ / TRASH BINS ,/ ~CCE% KITCHEN ELEVATION LAUNDRY ROOM ELEVATIONI = = SL~IDE OPEN // REF RIO KITCHEN ELEVATION DRAW DRAW KITCHEN ELEVATION CHINA CABINET ELEVATION 9/29/00 BID SET PATRICK BRENNAN ARC -- :CT WATERSEDGE NASSAU POINT ROAD CUTCHOGUE, NY 980414 KITCHEN AND LAUNDRY PLANS AND ELEVATIONS '~r~SEPTEMBER 2000 ~E, Y2''= 1'-0" ~zs/~n ,~x, PB z~,~,~ ~'x, S W c~ ax, PB A-09.0 BATH BATH [0041 PLAN BATH ! w.c 2'-10" 6_1 BATH [112] PLAN -i oeo 4'-0" BATH (76 S.F.) PITCH CEILING 5'-2" BATH [1063 PLAN TILE T & G WALLS SOLID SURFACE COUNTERTOP SOLID SURFACE COUNTERTOP TILE STONE SILL SOLID SURFAC~/ BACK~LASH MIRROR BATH DO04] ELETFATION , i CUSTOM WOOD VANITY BATH [112] ELEVATION T G WALLS BATH [112] ELEVATION T ~ G SURFACE COUNTERTOP -- TILE SURFACE THRESHOLD WALLS Q BATH, [106] ELEVATION BATH E106] ELEVATION WALLS BATH [004} ELEVATION TEMPER GLAZED SHOWER DOOR W/ BRASS PLATED ALUM. FRAME ', CUSTOM ~ WOOD .'.'< BATH [112] ELEVATION VANITY I i' BATH 1-112] ELEVATION T BATH [106] ELEVATION T ~ G WALLS BATH [004] ELEVATION TEMPER GLAZED T & G WALLS-- SHOWER DOOR W/ BRASS PLATED ALUM. CUSTOM WOOD G WALLS FRAME ,/ i ! F-,/ MIRROR '1 ' I i"t'< _~ ,~ , , .-" , s~;'-, , , ,,,' ~BATHI [106] ELEVATION 9/29/00 BID SET PATRICK BRI 4NAN CT 526 WEST 22nd STREET NEW YORK, NEW YORK 10011 212.989.1125 (~ COPYRIGHT 1999 WATERSEDGE NASSAU POINT ROAD CUTCHOGUE, NY ~O~CT ,v~980414 BATH PLANS AND ELEVATIONS APRIL 2000 I/2" = 1'-0" A-IO.'O \May 2000\STUA-09-A-J0 dgn 09/25100 02' t508 PM , jj'] T & G WALL AND CEILING TO MATCH EXISTING REMOVE AND RELOCATE' RUSTIC BEAM ANO RAFTER RUSTIC TIMBER )ATCH DOOR &'- TO MATCH WINDOW OPENING EXISTING W/ T & G TO MATCH EXISTING LIVING ROOM ELEVATION PROVIDE R TIMBER COLUMN TO MATCH EXISTING LIVING ROOM ELEVATION TILE FLUE CHIMNEY PLAN CONC. WALL REMOVE AND RELOCATE RUSTIC BEAM AND RAFTER REMOVE AND RELOCATE COLUMN EMOVE AND RELOCATE COLUMN REMOVE AND RELOCATE COLUMN EXIST T & O WALL TO REMAIN FIREPLACE TO REMAIN EXIST DOOR OPENING EXISTING RUSTIC TIMBB~ POST ANO DEAl TO REMAIN PROVIDE TIMBER TO MATCH EXISTING PATCH W/ f & G TO MATCH EXISTING LIVING ROOM ELEVATION TILE FLUE CHIMNEY PLAN -- 4" BRICK / ////.////©, 8~' x TILE FLUE ; :' /////'SC// ~ I"AIR SPACE CHIMNEY PLAN CHIMNEY PLAN CHIMNEY POT CEMENT WASH gO CEILING TO REMAIN. PATCH AS REQUIRED REMOVE AND RELOCATE RUSTIC BEAM AND RAFTER WVING ROOM ELEVATION SCALE /2" ' 1'-0" CHIMNEY POT ol CEMENT WASH ~'4 BARS © EACH CORNER PROVIOE THROU~ PAN STEP FLAS si 4" BRICK 4" CMLI 8' CMU 8 Al ~4 VERT, e 18" o,c. AND ~4 HORIZ. BARS i ~5 BAR ~ BOTH DIRECTIONS CHIMNEY SECTION EXISTING CEILING TO REMAIN. PATCH AS REOUIRED REMOVE AND RELOCATE RUSTIC BEAM AND RAFTER OPENING ~ OPENING A-il A-11 EXISTING CEIL TO REMAIN. 'jI - ~-PROVIDE ; ! L ' F RUSTIC TIMBER COLUMN, VERIFY LOCATION IN FIELO. REPOSITION AS REQUIREO TO ALIGN W/ OPENING 2"x B' STUD (t) iA" × q~' 2,B E GP LAM LVL BLOCKINO TYPICAL 'EXISTING ROOF OF COTTAGE TO REMAIN WOOD HEAD EXISTING RUSTIC TIMBER BEAM TO REMAIN DETAIL SECTIONI ~ COLUMN BLOC CASING JAMB ~L CASING JAM ILOCKING RUSTIC TIMBER COLUMN ~t~' +/- DETAIL SECTION WALL EXISTING RUSTIC TIMBER COLUMN '~" +/- DETAIL SECTION COLUMN 9/29/00 BID SET PATRICK BRENNAN .'CT STREET NEW YORK, NEW YORK 10011 COPYRIGHT 1999 WATERSEDGE NASSAU POINT ROAD CUTCHOGUE, NY I~o~cr N09804.14 INTERIOR ELEVATIONS AND FIREPLACE DETAILS Z24'T£ SEPTEMBER 2000 I//2"= 1'-0" ~.¢zcw-~, ~;-, PB ~ ~, S W ~c~ ~, PB REINF. CONC. FOOTING CON W/ o4 VERT. BARS 18" D.c. AND HORIZ. BARS 12" D.c. (TYP) E) A" CONC. SLAB ON COMPACTED GRANULAR FILL REINF W/ 6" x 6" W29 x W2.9 / / r' STEP DOWN 16'-0" GARAGE FOUNDATION PLAN Bj, 12 GARAGE ELEVATION f w,.DOW ~ (~IM WINDOW STORAGE LOFT (:ABOVE) / CEILING MOUNTED FOB GARAGE DOLOR \ ST RAGE ,/ DOOR (~IM 3'-6" 9'-0" 3L6'' /16'-0" GARAGE FLOOR PLAN SCALE' Vi" ' I'-0" lB'WIDE HAND SPLIT RED CEDAR SHAKES W/ 71/z' EXPOSURE, 30 LB FELT INTERLEAVlNO, CEDAR BREATHER MAT,~'COX PLYWOOD (TYP> 3 COAT CEMENT STUCCO W/ MINERAL OXIDE PIGMENT AND PEBBLE OASH FINISH. GALV STL EXPANDEO MESH STUCCO LATH, 15 LB FELT,%'CDX PLYWOOD (TYP) VENT FOR CEDAR BREATHER WALL SCONCE 14 CUSTOM WOOD BUTCH DOOR CUSTOM WOOD OVERHEAD DOOR [_L .................................... GARAGE ELEVATION SLOPE 12:14 PITCH RIDGE SLOPE 12'14 PITCH WIDE HAND SPLIT RED CEDAR SHAKES W/ 7~'EXPOSURE, 3~ LB FELT INTERLEAVING, CEDAR BREATHER MAT,~'CDX PLYWOOD (TYP) 16,-11/2,, 18'-9W' GARAGE ROOF PLAN SCALE. V~" ' 1'-0" 12 SIMPSON STONG-TIE H2.5 WIND ANCHOR © EACH RAFTER COPPER FLASHING CEDAR FASCIA CEDAR SOFFIT 2" x 4" FALSE CEDAR RAFTER TAIL END SPACED EQUALLY © 16" D.C. CONT SOFFIT VENT W/ BRONZE SCREEN 2" x 4" ~ 16" o,c. ~/2" x 16" ANC[ BOLT ~ 6'-0" D.C. P.T. SILL W/ ALUM. TERMITE FLASHING 8" REINF. CONC. FOOTING W/ "4 VERT BARS © 18" o,c. AND · 4 HORIZ. BARS GARAGE SECTION 2" x 10" RIDGE 2" x 4" TIE © 16" D.C. x 8" RAFTER © 16" D.C. ~" CDX PLYWOOD x 6" CEILING JOIST © 16" o,c. (AT LOFT ONLY) 9/29/00 BiD SET PATRICK BRENNAN AR :CT WATERSEDGE NASSAU POINT ROAD CUTCHOGUE, NY 980414 GARAGE PLANS, ELEVATIONS, AND SECTION SEPTEMBER 2000 AS NOTED PB SW PB WINDOW SCHEDULE ALL UNITS ASMANUFACTUREO BY 'KOLBE AND KOLBE' MILLWORK. FRAME AND PANEL EXTERIOR SURFACES TO BE ALUMINUM CLAD. EXTERIOR FINISH COLOR: 'HARTFORD INTERIOR FINISH: WHITE ACRYLIC LATEX PRIMER. HARDWARE FINISH: 'BRIGHT BRASS' PROVIDE 'COAST-GUARD' FINISH TO EXTERIOR OPERATOR PARTS (WHERE APPLICABLE). STANDARD LOC GLAZING. DIVIDED LITES:'SIMULITE K BAR' SYSTEM, COLONIAL PATTERN. SCREEN FINISH COLOR: EXTERIOR - 'HARTFORD GREEN' INTERIOR - 'WHITE' GREEN' SYMBOL QUANTITY TYPE, MODEL ~ UNIT DIMENSION (W x H) HARDWARE SWING NOTE A 2 FRENCH CASEMENT ~ FCW25 4'-8"x 5'-8" OUT CASEMENT ~ KCW238 C 2 CASEMENT ~ 40X2G 3'-g~"x 5'-8~6" O 1 CASEMENT E 1 CASEMENT "KCX33 7'-6'× 3' 8" F 1 CASEMENT x 3~-0" OUT ~ KCX13 2'-6" # KCX256 5'-8' ' KCX24E CLAD PROFILE CASEMENT ELLIPTICAL RADIUS UNIT "KW2 OUT OUT OUT OUT WINDOWS ARE FOR GARAGE G 4 CASEMENT x 3'-8" OUT H 1 CASEMENT × 5'-6" OUT J 5 CASEMENT x 3'-8" OUT K 2 CASEMENT 5'-8"x 4'-6" OUT DOOR SCHEBULE DOORS AS MANUFACTURED BY 'WOOD HARBOR', MASON CITY, IOWA 5D4~1 MODEL: 'NEWPORT' FOUR PANEL, Nq-ll, PROVIDE WHITE PRIMED FINISH. HARDWARE AS MANUFACTURED BY 'SCHLAGE', MD SERIES, STYLE 'SIENA' KNOB, POLISH BRASS FINISH ~'605 DIMENSION LOCKSET TYPE LOCKSET FUNCTION '-6"x S'-8'x 13/4" CYLINDER PRIVACY LOCK 2'-6'x O' 8~x 13/4" CYLINDER PRIVACY LOCK FOUR PANEL, DOUBLE BIFOLO 3'-8"x 6'-8"x 1~" CYLINDER SINGLE DUMMY TRIM 4 2' O"x S'-8"x 1~" CYLINDER PRIVACY LOCK 5 FOUR PANEL, 00UBLE BIFOLO 4'-6"x G'-8'x 1~" CYLINDER SINGLE DUMMY TRIM 7 3'-8"x S' 8"x 13~" I'-8" x 8'-8" x 13/4" CYLINDER CYLINDER OTY. iDESCRIPTION i WOOD FOUR PANEL WOOD FOUR PANEL 2 WOOO I WOOD FOUR PANEL 2 WOOD 1 WOOD FOUR PANEL I WOO0 FOUR PANEL I WOOD FOUR PANEL 1 WOOD FOUR PANEL 1 ~OOO FOUR PANEL 1 WOOD FOUR PANEL 1 WOOD FOUR PANEL 1 ~OOO FOUR PANEL 1 WOOD FOUR PANEL, POCKET I WOOD FOUR PANEL I WOOD FOUR PANEL 1 FRONT DOOR AND SIDE 1 WOO0 FOUR PANEL I WOOD FOUR PANEL i WOOD FOUR PANEL, POCKET 1 WOOD FOUR PANEL PASSAGE LATCH PASSAGE LATCH 8 '-lB"x 6'-8'× I~" CYLINDER PRIVACY LOCK R 2'-10"x S'-8'x 1~" CYLINDER PASSAGE LATCH 10 ?'-lG'x S'-8'x 1~" CYLINDER PRIVACY LOCK 1I 2'-10"x 6'-8'x 1~' CYLINDER PRIVACY LOCK 12 2'-18"x 6'-8'x t~' CYLINOER PASSAGE LATCH 13 2'-18'x 6'-8'x 1~' CYLINDER PRIVACY LOCK RECESSEO FINGER PULL 14 DOOR 2'-8'x G'-8'x 1~ ...... RECESSED EDGE PULL 15 2'-4'x 6'-8'x 1~ ..... PASSAOE LATCH 16 '-4"x 6'-8"x 1~ ...... PASSAGE LATCH 17 LITES 3'-8"x 6'-8'x I~" qORTISE PRIVACY LOCK 18 L4'x 6'-8'x 1~' CYLINDER PRIVACY LOCK 19 2'-4'x 6'-8'x l~' CYLINOER PASSAGE LATCH 2'-8' x 6'-8' x 2'-6' x 6'-8" x 13/4' 3'-8' x 6'-8" x 1~' 3'-8'x 6' 8"x 1~" 3'-8" x 7'-8' x 1~" O00R 20 RECESSED FINGER PULL 21 22 1 CUSTOM DUTCH DOOR 23 I CUSTOM DUTCH DOOR 24 ! CUSTOM DUTCH DOOR RECESSED EDGE PULL CYLINDER PASSAGE LATCH CYLINOER ENTRANCE LOCK CYLINDER ENTRANCE LOCK CYLINOER ENTRANCE LOCK HINGE NOTE KEY ALIKE KEY ALIKE KEY ALIKE "STEEL GARAGE DOOR - KEY ALIKE APPLIANCE SCHEDULE LOCATION UNIT MANUFACTURER MODEL FINISH KITCHEN [189] REFRIGERATOR KITCHEN AID KUOC25CHWH WHITE, CUSTOM PANELS ELECTRICAL REMARKS IISHWASHER KITCHEN AID KSSS36MHW WHITE ;OOKTOP FRIGIDAIRE FEC38S8H (s) WHITE DOUBLE OVEN FRIGIDAIRE FEB3RGCE (si WHITE MICROWAVE HOOD FRIGIOAIRE FMT144Gl(w) WHITE VENT TO EXTERIOR LAUNORY [118] WASHER/ DRYER SALVAGE EXISTING VENT TO EXTERIOR PLUMBING SCHEDULE FIXTURE FITTINGS LOCATION TYPE MANUF. MODEL FINISH TYPE. MANUF MODEL FINISH REMARKS TRiP LEVER TOILET SEAT BATH 004 TOILET KOHLER PORTRAIT K-5591 WHITE (0) K-9457 PB K- 4652 LAVATORY KOHLER CAXTON K-2210 WHITE (0) FAUCET SIGMA 50-09-08 BRASS DRAIN K 91S2 SHOWER FAUCET SIGMA 50 09-64 BRASS PB FINISH TRIP LEVER TOILET SEAT BATH 106 TOILET KOHLER PORTRAIT K-5591 WHITE (0) <-9457 PB K- 4652 LAVATORY KOHLER CAXTON K 2210 WHITE (0) FAUCET SIGMA 50-09-08 BRASS DRAIN K-9132 SHOWER FAUCET SIGMA 50-09-D4 BRASS PB FINISH TRIP LEVER TOILET SEAT BATH 112 TOILET KOHLER PORTRAIT K-3591 WHITE (0) <-9437 PB K- 4652 LAVATORY KOHLER COMPASS K-2299 WHrTE (0) FAUCET SIGMA 30-09-©8 BRASS IRON/ TONES REVIVAL. SiNK STRAINER KITCHEN 109 SINK KOHLER K 6585 WHITE (0) FAUCET KOHLER K-16109- 4A PR K-8801-PB FINISH 9/29/00 BID SET PATRICK BRENNAN AR :CT NEW YORK, NEW YORK 10011 (~) COPYRIGHT 1999 WATERSEDDE NASSAU POINT ROAD CUTCHOGUE, NY l,,:'~c/- ,,vD 980414 WINDOW, DOOR, APPLIANCE, AND PLUMBING SCHEDULES ~r~SEPTEMBER 2000 z~,-~'z~m~"~ ~;,, PB Z:~4,CN ~r, SW c,,~c,~,~ ~,,, PB A,13.0 FRESH AIR MAKE UP AiR DUCT I I HVAC CRAWL SPACE SUPPLY BEDROOM (TYP.)~ HVAC DUCT HVAC THROUDI~ CL. CL. DOOR OIL TANK CRAWL SPACE ~ BEDROOM STORAGE , ' ~- OIL FILL AND VENT BATH Q BASEMENT MECHANICAL/ ELECTRICAL PLAN EXHAUST FAN DUCT 4" VENT [LAUNDRY El10] I I rKITCHEN E109]] IPWDR RM El12] I 1ST FLOOR BSMT CLTHS WSHR DISH WSHR LAV WYC TO ~ SEPTIC ~ ~ 4II JC.O SHOWER I BATH I[106] LAVl HOWER GSANITARY RISER DIAGRAM ELECT ETER PANEL ELECTRICAL LEGEND RECESSED LUMINAIRE SURFACE MOUNTED LUMINAIRE EXTERIOR FLOOD LIGHT WALL MOUNTED LUMINAIRE UNDERCABINET LUMINAIRE DEDICATED CIRCUT OUTLET SfNOLE RECEPTACLE OUTLET MOUNTED 12" A,F,F UNLESS NOTED OTHERWISE DUPLEX RECEPTACLE OUTLET MOUNTED 12" A.F.F, UNLESS NOTED OTHERWISE DUPLEX RECEPTACLE OUTLET FLOOR OR CEILING MOIUNTED DUPLEX RECEPTACLE OUTLET SPLIT WIRED (HALF-SWITCHED) MOUNTED 12" A.F.F, UNLESS NOTED OTHER'WISE DUPLEX RECEPTACLE O)UTLET MOUNTED ABOVE COUNTER DUPLEX RECEPTACLE O~UTLET G FCJ. SWrTCH DIMMER THREE WAY SWITCH DOOR JAMB SWITCH THERMOSTAT CEILING MOUNTED SMOKE DETECTOR ~ TELEPHONE OUTLET WALL MOUNTED 12" A.F,F. UNLESS OTHERWISE NOTED [] CABLE TV OUTLET [] EXHAUST FAN ELECTRICAL PANEL [] DOOR BELL LOCATION TYPE LIGHT FIXTURE BY MFT. SCHEDULE LAMPS; REMARKS TYPE 40W Alii BEDROOM [1Oll SURFACE MOUNTED OWNER ..... TB 36" LENGTH ENTRy [107] W~i.L MOUNTED OWNER DIA DOWNLIGHT CONTRACTOR 150W R40) ELECTRrCAL NOTES: OWNER ..... OWNER -.- _ .... 1. ALL ELECTRICAL EQUIPMENT AND DEVICES SHALL BE UL LISTED AND MOUNTED AT S;TANI)ARD TRADE HEIGHTS, 2. RECEPTACLE OUTLETS SHALL BE INSTALLED 12'-0" O,C. MAXIMUM. GROUND FAULT IN~TERRUPTER CIRCUTS SHALL BE PROVIDED FOR ALL BATHROOMS AND EXTERIOR OUTLETS. 5, SMOKE DETECTORS SHALL BE iNSTALLED 12" MINIMUM FROM WALLS AS INDICATED O)N DRAWINGS, SMOKE DETECTOR SHALL BE 120 VOLT AC POWERED AND SHALL HAVE BATTERY BACK~ UP POWER, ACTIVATION OF AT ANY ONE DETECTOR SHALL CAUSE AN ALARM THAT SHALL BE CLE/ARLY AUDIBLE THROUGHOUT THE LIVING UNIT, 4, CONTRACTOR SHALL COORDINATE THIS WORK WITH ALL OTHER TRADES (HVAC, PLUM~BINO, ETC) AS REQUIRED. 5. ALL NEW PANELS SHALL BE INSTALLED COMPLETE WITH DOOR, LOCK, GROUND BUS tEAR AND REQUIRED BREAKERS AS SHOWN AND/OR REQUIRED, PROVIDE TYPEWRITTEN DIRECTORY FOR ALL NEW PANELS 6. ALL LIGHTING FIXTURES SHALL BE INSTALLED COMPLETE WITH LAMPS. 7 UPON COMPLETION OF INSTALLATION AND PRIOR TO FINAL PAYMENT, CONTRACTOR S;HALL FURNISH AN UNDERWRITERS CERTIFICATE. CONTRACTOR SH~LL EMPLOY MECHANiCaL SUB CONTRACTORS EXPERIENCED IN THE DESI(GN ~ND INSTALLATION OF HYDRONIC MECH SCHEDULE HEATING SYSTEMS+ CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN or ENTIRE SYSTE[M, INCLUDINC BOILER, CONDENSING UNITS, NR H~NDLERS AND ALL ASSOCIATED PIPING DUCT WORK, WIRING, VALVES, ETC PRG3VlDE EOUIPI4ENT CUT SHEETS ZONE AREA FUNCTION THERMOSTAT NOTE SPECIFICATIONS: 1. ALL SWITCHES, DIMMERS, RECEPTACLES, TEL. JACKS AND CABLE TV JACKS SHALL BE: MANUFACTURED BY LUTRON, LUMEA 2 SERIES, COLOR WHITE W/ STANDARD DESIGNER WALL PLATES. 2. CONCEAL ALL EXISTING & PROPOSED TEL ~ CABLE TV wIRrNG WITHIN WALL / CEILI~NG CONSTRUCTION. _1 MECHANICAL LEGEND ~ OR F~ HVAC SUPPLY ~ o~ lc- HVAC RETURN ] CONDENSING UNIT E~ AIR HANDLER [] EXHAUST FAN ~ FROST-FREE HOSE BIB 9/29/00 BID SET PATRICK BRENNAN 'EOT WATERSEDGE NASSAU POINT ROA CUTCHOGUE, NY 980414 BASEMENT MECH/ELECT PLAN, LEGEND, LIGHT FIXTURE SCHEDULE AND RISER DIAGRAM SEPTEMBER 2000 ~C~E AS NOTED O~*'N ex, S W c..,v~-~v~z~ ~,,,.,, PB ML- .0 Q FIRST FLOOR MECHANICAL/ ELECTRICAL VENT DRYE TO EXTERIOR VENT COOKTOP TO EXTERIOR PLAN PORCH (CH: (CH: 8'lL 0" DINING ROOM ~ rr~r i~ KITCHEN (CH. 8'~0'') TO EXTERIOR GARAGE FUTURE LANDSCAPE LIGHTING ELECTRICAL LEGEND RECESSED LUMINAIRE SURFACE MOUNTED LUMINAIRE EXTERIOR FLOOD LIGHT WALL MOUNTED LUMINAIRE UNDERCABINET LUMINAIRE DEDICATED CIROUT OUTLET SINGLE RECEPTACLE OUTLET MOUNTED 12" A.F.F. UNLESS NOTED OTHERWISE DUPLEX RECEPTACLE OUTLET MOUNTED 12" A.F.F. UNLESS NOTED OTHERWISE DUPLEX RECEPTACLE OUTLET FLOOR OR CEILING MOUNTED DUPLEX RECEPTACLE OUTLET SPLIT WIRED (HALF-SWITCHED) MOUNTED 12" A.F.F. UNLESS NOTED OTHER'WlSE DUPLEX RECEPTACLE OUTLET MOUNTED ABOVE COUNTER DUPLEX RECEPTACLE OUTLET SWITCH DrMMER THREE WAY SWITCH DOOR JAMB SWITCH THERMOSTAT CEILING MOUNTED SMOKE DETECTOR TELEPHONE OUTLET WALL MOUNTED 12" A, FF. UNLESS OTHERWISE NOTED [] CABLE TV OUTLET [] EXHAUST FAN ELECTRICAL PANEL [] DOOR BELL (TO TELEPHONE SYSTEM) ENTRY' (CH. 8'-0" LIVING RO q)iv (CH' 8LO!') r CL [] (CH: 8'- HALL BEDROOM (CH: 8'-0") WlC I(CH' 8'-0") BEDROOM (CH' 8'-0") TO EXTERIOR 9/29/00 BID SET PATRICK BRENNAN 526 WEST 22nd STREET NEW YORK, NEW YORK 10011 (~ COPYRIGHT 1999 WATERSEDGE NASSAU POINT ROAD CUTCHOGUE, NY 980414 FIRST FLOOR MECHANICAL/ ELECTRICAL PLAN -2.0 PITCH ~/4" PER 12" FINrSH GRADE VARIES SEPTIC TANK INI ET ELEV. 22~-9' SEPTIC TANK OUTLFT ELEV. 22'-3" ELEV' 22~-1'' DIRTRFRHTION ROX O T{FT/__ I FACHINC, POOl INLET 45'-0" TYPICAL DETAILS OF CONSTRUCTION 1. A MINIMUM OF 4 INCHES APPROVED REINFORCED PRECAST CONCRETE BOTTOM AND .3 INCH WALLS 2. AN APPROVED REINFORCED PREOAST CONCRETE 6 INCH THICK SLAB TOP IN LAWN AREAS B. DROP 'T'S MUST BE PINNED OR OTHERWISE FIRMLY ATTACHED 4. LIQUID DEPTH MUST BE ¢8 INCHES 5. FLOW BAFFLE OR DROP "T'REQUiRED DET~LS OF CONSTRUCTrON 1. USE ONE (1) 1000 GALLON REINFORCED PRECAST CONCRETE SEPTIC TANK 2, USE TWO (2) 8 PT DIAMETER, 12 FT HIGH PRECAST CONCRETE LEACHING RINGS ,3. USE 4 INCH DIAMETER APPROVED SEWER PIPE THROUGHOUT 4, THE WASTELINE FROM THE SEPTIC TANK SHOULD ENTER THE MIDDLE RING AS HIGH AS POSSIBLE 5, USE TWO CROSS-OVER PIPES BETWEEN THE D~TRtBUTION BOX AND THE TWO OUTSIDE RINGS, 2 INCHES ABOVE THE BOTTOM 6. BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL 7. SLABS SHALL BE BETWEEN 12" AND 24" BELOW GRADE 8. SOUD CONCRETE COVER SHALL BE BETWEEN 6u AND 12" BELOW GRADE 9. BOTTOM OF POOL SHALL BE A MINIMUM OF 2 FEET ABOVE HIGH SEASONAL GROUNDWATER 8'DIA LEACHING POOL Al 1000 GAL SEPTIC TANK DISTRIBUTION BOX 8' DIA LEACHING POOL Z FO .U,R BEDRO(OM Osc~,,4..~.=" RESIDENCE SEPTIC AND LEACHING DESIGN LOCKING CASTING TO GRADE FINISHED ORADE 1000 GALLON G,r.~,yr SEPTIC TANK SECTION DISTRIBUTION BOX CONCRETE COVER CONCRETE CHIMNEY. INLET -- MIN 4" DIA APPROVED PIPE PITCHED MINI/a" PER FT COLLAR HIGH SEASONAL GROUNDWATER BACKFtLL MATERIAL TO BE CLEAN SAND AND GRAVEL- ~L. .,. LEACHING POOL SECTION 6 FT MIN PENETRATION INTO A VIRGIN STRATA OF SAND AND GRAVEL 9/29/00 BID SET PATRICK BR NAN T 526 WEST 22nd STREET NEW YORK, NEW YORK 10011 WATERSEDGE NASSAU POINT ROAD CUTCHOGUE, NY [,'~O~'~CT NO980414 SEWAGE DISPOSAL SYSTEM I'~T~sEP TEMBER 2000 ~c~ AS NOTED ~e,~*,,v ~, S W ~ ~, PB -01