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Home My WebLink About39896-Z SUFFOur"00- Town of Southold 10/7/2015 to� P.O.Box 1179 rft 53095 Main Rd t,oy �� x.'/01 * ��o j Southold,New York 11971 , CERTIFICATE OF OCCUPANCY No: 37826 Date: 10/7/2015 TRIS CERTIFIES that the building AD I)ITION/ALTERATION Location of Property: 855 Soundview Ave, Mattituck SCTM#: 473889 Sec/Block/Lo 94.-1-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/24/2015 pursuant to which Building Permit No. 39896 dated 6/24/2015 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: deck addition and alterations to an existin l one famil dwellin t as a.shed for. The certificate is issued to Landau,Adrienne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39896 7/29/2011 PLUMBERS CERTIFICATION DATED 8/20/2015 H4t:y Plumbing&Heating Au,• e ignat TOWN OF SOUTHOLD ',/ J3ff0(4C40'• BUILDING DEPARTMENT f $ TOWN CLERK'S OFFICE o SOUTHOLD, NY t y�o/, * .0,1;1 ---� BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39896 Date: 6/24/2015 Permission is hereby granted to: Landau, Adrienne 350 W 50th St New York, NY 10019 To: construct deck addition and alter existing single family dwelling per approved plans as applied for and hot tub per Trustees and DEC. Two Certificates of Occupancy required Replaces BP#38560. At premises located at: 855 Soundview Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 94.-1-7 Pursuant to application dated 6/24/2015 and approved by the Building Inspector. To expire on 12/23/2016. Fees: PERMIT RENEWAL $407.20 otal: $407.20 4g° : .ilding Inspector ��•"—iin1� TOWN OF SOUTHOLD ;�'�a� Boa BUILDING DEPARTMENT i I TOWN CLERK'S OFFICE y y g; I;oy ,; SOUTHOLD, NY -dol , c iv:, BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 38560 Date: 12/10/2013 Permission is hereby granted to: Landau, Adrienne 350 W 50th St New York, NY 10019 To: construct deck addition and alter existing single family dwelling per approved plans as applied for and hot tub per Trustees and DEC. ' ' - . N-a ,_ TiAio n i------ ; n atkJ Replaces BP 36767. At premises located at: 855 Soundview Ave, Mattituck SCTM # 473889 Sec/Block/Lot# 94.-1-7 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 6/11/2015. Fees: PERMIT RENEWAL $407.20 CO -ADDITION TO DWELLING $50.00 Total: $457.20 ' 7 f ' - /e,,,__ Building Inspector .rte"'= - TOWN OF SOUTHOLD OR o„. / �eo - BUILDING DEPARTMENT o TOWN CLERK'S OFFICE SOUTHOLD, NY 140. 11 BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36767 Date: 10/19/2011 Permission is hereby granted to: ADRIENNE LANDAU 350 WEST 50th ST. PENTHOUSE 1-A NEW YORK, NY 10019 To: CONSTRUCT DECK ADDITION & ALTER EXISTING SINGLE FAMILY DWELLING PER APPROVED PLANS AS APPLIED FOR. HOT TUB (2 ) CO'S REQUIRED. PER TRUSTEES & DEC . REPLACES EXPIRED BUILDING PERMIT # 35093 At premises located at: 855 SOUNDVIEW AVENUE MATTITUCK SCTM # 473889 Sec/Block/Lot# 94.-1=7 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 4/19/2013. Fees: PERMIT RENEWAL $407.40 b)r „O '”f e rQ44J Total: $407.40 -I- 1 ,o0 ,ov eb 5 C-) 6-b 7J d� /61.-- -(..,( ex_ ...),eC__Z Building Inspector c, ,, 1_ is Form No.6 TOWN OF SOUTHOLD 11—) BUILDING DEPARTMENT v ' AUG 2 4 20L6 I J, TOWN HALL 765-1802 APPLICATION FOR-CERTIFICATE OF OCCUP This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C Fees 1-. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 /� Date. j , �`�i 19` 5- New Construction: Old or Pre-existing Buildi : (check one) Location of Property: ( /YL2_)'77aJI77L` House No. Street Hamlet Owner or Owners of Property: ,y�1p � Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. 3gg29 Date of Permit. Applicant: f/ A.,41--46(41/ Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ r Applicant Signature e/, iii_®,ems. 1.0 c, 4Aa®f SOfi7,®, Town Hall Annex ; Telephone(631)765-1802 54375 Main Road ; N Fax(631)765-9502 P.O.Box 1179 %` -\- • roger.richertRtown.southold.ny.us Southold,New York 11971-0959 c' �I `irC®UNr+,* .1. BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Adrianne Landau Address: 855 Soundview Ave City: Mattituck St: NY Zip: 11952 Building Permitil �'� C —313893. ionOA 94 Block: Lot: -1 o-'1-1 ,n e t..J - (�i r WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Peconic Electric License No: 43457-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat 1-oil Duplec Recpt 26 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 7 Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures 27 CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 1-30E Emergency Fixtures Time Clocks Disconnect Switches 30 Twist Lock Exit Fixtures TVSS Other Equipment: 150a overhead service,3 ARC fault circuit breakers, 3 GFCI circuit breakers 1 hydro massage tub,2 ft multi outlet strip Notes: Inspector Signature: ,e..,, Date: July 29 2011 81-Cert Electrical Compliance Form • y, ••• TEL. 765-1802 " \\eliT:/' C TOWN OF SOUTHOLD r ; ,�; �c = OFFICE OF BUILDING INSPECTOR r;" • P.O. B07. 128 'f' .ry,. �'� z r TOWN E..LL �, c?' • SOUTHOLD, N.Y. 11971 , • a CERTIFICATION • Date e. 31 Building Permit No.____-V1.72_2 ,_ '-- ' D) ' Owner — 1 (please print) ClujAUG 2 �1 4 2015 I L, Plumber / aS/ Ptiu,v).13,NG- f (1c4i ING- (please print) 4 I certify that the soLder used in the water supply system contains less than 2'!10 of 1% lead. (plumber ' s signature) • Sworn to before me this • • 7-265day' of &i,14._c_92/_f_t• e _. Notary Pub'tic • Nota:'; I uhlic, �4 /; // Coun:y EILEEN STRAND NOTARY PUBLIC State of New York • No 01ST6001493 • Qualified in Suffolk County . Coemission Expires January 12,20.49' '356(00 ,,,,,,,,,,,,,,, , 40F SOUIyoVict L � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Cestiug-- - t-A- a DATE //74/ 63' INSPECTOR e‘ --- __s_ .-:::).t.- 2.. ...... r,,,'of S094,- < � ,/moo if !o 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESI-Ar r CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: z-LA-. 4-1(1(4-,k--- a ' ' _ Ar-0)14,ce, _. ..,,, ,,,,..6.,f_re,L);--- z;c___04,- ., ,(?), _ L. ,:, If" ✓' , �' — ilt,..4.2700, ..,,, „ r ' ic9.(:/ /, . , -74; 1 _ :A.A4.S/ ,c,-1-&-_, . ' , - ,L. .AA-) — M /41t4,1 - - ' ' \ . cc(--tirri . eti-.,-- ',-7__." 7) , f' , DATE - INSPECTOR -1 3( '1.-- - - ,,,,,,,,,,,,,_ "ii:„(0pF S0(/Tyo�. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ vl ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CON UCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ,- /6` ,3 O�C_ DATE / ) 4-0 j 6 INSPECTOR L 4 1.‘ r 3 i*:..'(,,-*A.) .','4 F SO//lVss (4, Pg ,A„i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) 0 , / -- REMARKS: REMARKS: 2- ' ,S AL" I' '- 4°,,,e>,,,(-- -' or , 24,ci,±___ ,! _ /4_,( cd%"."1-e6ric - if:1 Aedieefec-s- /-____ , _/, - ,,,,,,z-„crep 40,,,--c...,,. .,.4___446_,I, /. 1 , ._ /- (....1 i.,_ .'''' le......ope DATE 7 C 410 INSPECTOR al 378% cf ` ��_YOOUNO .,1'�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION = - [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] I ATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: A / -6-(---- ( k-k6 c9-/c CO E " _7 GI- Ae-L-t4Y , •- /� DATE eliv INSPECTOR A , ' FIELD INSPECTION REPORT DATE COMMENTS 0 FOUNDATION(1ST) )=.y 0 FOUNDATION(2ND) r.)9/ / ( <, , 4/04: ROUGH FRAMING& i�%� /4t� PLUMBING � ! � /170 674- A/PA' tA-3 INSULATION PER N.Y. �' V' """� 1tzl-3 STATE ENERGY CODE • -949/5-c6 /64-7 Lam` A FINAL "-z: ✓4/ e, ge/Plit (!? Co - C?-71 Pr XJ-14/ M9..s✓ 1- ADDITIONAL COMMENTS ' g,a's c_,L_+- "0-, 0.3,Nxiok' tA)(v\—rat4-1-,0_e_L (Nra o 4) V(10 r P eCite - a14- 1-44-- " — 19-A-- 15 q0"7.ao ` ,/ 3r.ec,#n 6 OP 3e-50 q.b) I\ (\a 6,0 • p )- izia-q-14) � ' � c. .D. tee, •14±ite cb-1- 15- o, r a � o- tv TOWN OF SOUTHOLD* BmLDPNG PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL ' ' Board of Health SOUTHOLD,NY 119714 sets of Building Plans TEL: (631)765-1802 , J �, Planning Board approval FAX: (631)765-9502Survey SoutholdTown.NorthFork.net PERMIT NO. c,55- Check Septic Form N.Y.S.D.E.C. Trustees / Flood Permit Examined /6/ ,20 O • rSto,rm-Water Assessment Form Contact: Approved ' /6/47/-,20 0 9 Mail to: Disapproved a/c I Phone: �61-2 tO03 Expiration / c9 c3:20 // ,, 0 4.----7—' , pn Building Inspector ® v 'LIGATION FOR BUILDING PERMIT . ;OCT 7 2009 = ` Date to/51 ,20C 1 . , INSTRUCTIONS a.This ap �AtRit a 41�_�� be;com e 1,tely filled in by typewriter or in ink and submitted`:to:the Building Inspector with 4 sets of -, . it e p o panto scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to-adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. • d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit , shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for'any purpose what so ever until the Building Inspector . issues a Certificate of Occupancy. f.Everr building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18,months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the,Building,Inspector may authorize,4n.writing,the extension of the permit for an addition six months.Thereafter,a new,permit shall be required. • _ . , :t, APPLICATION IS HEREBY MADE to the Building Department for the issuance,of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,hou ' g code,and regulations,and to .• it authorized inspectors on premises and in building for necessary inspections. 0 a ' tr i IIII I, (Signature of applicant or name,if a corporation) 3 � � � PP IA NyNy io ,l (Mailing address of applicant) State whether applicant is owner, lessee, agent,architect, engineer, general contractor, electrician,plumber or builder owt.iaR. Name of owner of premises Amy eN N E . 1--/A,,,r»u (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. 1.- Location of land on which proposed work will be done: ' S65 S c,4_,K.rim,v16 J Avg M4rrrtuc.K, Ny House Number ' Street ' Hamlet - ': County Tax Map No. 1000 Section A� - • I 1 yew Lot 7 ' Subdivision i edMa. .:! . 'VW Lot a too*tai • 1, 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy RES I DEJ.rt-tA b.•, Intended use and occupancy Resl1DE1rri,a L 3. Nature of work(check which applicable):New Building Addition Alteration V Repair V Removal Demolition V Other Work (Description) 4. Estimated Cost t75 OOP Fee 100 (To be paid on filing this application) 5. If dwelling,number of dwelling units I Number of dwelling units on each floor 1 If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N.A. 7. Dimensions of existing structures, if any: Front 37 o`` Rear T 9'-o" Depth fid'.- " Height Number of Stories 1 Y . Dimensions of same structure with alterations or additions: Front �J`�i'_C' \-1 ±� -i Re_ar-,! J�I-o Depth 3O�- 0." Height Numberof}Stories j '�z fit.` 8. Dimensions of entire new construction: Front 675'.-67'1 Rear - Depth Height Number of Stories 1 Y2 I I Front 1130. 55 d Rear 9 S.72 � Depth I �b o �:{: 71,7,---z ;s _-z 9. Size of lot t: �J�. ��'� � •• I 10.Date of Purchase Nov I(o )91S Name of Former Owner ' 1L Zone or use district in which premises are situated R-40 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 V 350. 50-rN si" 14:Names'of Owner of premises Ararz i g.nt N LANVtaddreSS P1.1 IA Ny /call Phone No.212.-45q. 19 go Name of Architect IV/a'EZoF.St / ct�cit� ddressZ2.-7 2 5r�.ry hone No ' Name of Contractor owr.r6.� Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C. PERMITS MAY BF-REQUIRED. b.Is this property within 300 feet'of a tidal wetland? * YES NO V * IF YES,D.E'.C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. • 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? *,YES NO *,IF YES,PROVIDE A COPY. STATE OF NEW YORK) ' SS: . COUNTY OF ) LO.J'`c1 being duly sworn,deposes and says that(s)he is the applicant • (Name of individual signing contract above named -a • - (S)He is the ' ' . 0 W 112 (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 ,I 5 day of QC r 2007 r - ._ . . r4 ,� Notary Public I LEY` ' • Signature of Applicant .. =ate.a14iw 4104.12116129694 Atiollttiiti *mu My C '70 ► r --<1.3., ai2{•'11.---'', ..., .- '••••:•:, '"...'7:.:* ,Z.f,'•r---..r,-;;- . g-1-7--'...,.I. -,T,"-:1,2,7:::.:•...': • $ tet'. 1-1 \ s7-' ";;;'Z BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK IN � ' ' PERMIT NO.7123 DATE:JUNE 24,2009 { ';, ISSUED TO: ADRIENNE LANDAU PROPERTY ADDRESS: 855 SOUNDVIEW AVE.,MATTITUCK r�? I SCTM#94-1-7 • y Aii ;:-t \� r AUTHORIZATION 1 a - ( Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of j Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on t June 24,2009 in consideration of application fee in the sum of$250.00 paid by Adrienne Landau and subject to i• \ the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and perms , _, `. the following: ii To Wetland Permit to renovate the existing single-family dwelling, construct a 548 i \•..° , sq.ft. addition, replace the existing pool and patio,and upgrade'the sanitary system,with i'-- ..f the condition gutters,leaders, and drywells are installed to contain the roof run-off in .., ,.._ 7, :,,i . accordance with Chapter 236-Stormwater Management of the Town Code,a line of +,,i� staked hay bales with silt fencing is installed prior to any construction activities, and the area seaward of the deck is non-turf,and as depicted on the site plan prepared by Narofsky Architecture&Design last dated July 14,2009. Any proposed demolition of th• ` '• „ existing structures would require a further review by the Board of Trustees. •r - --.S>� IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be effaced, �-. .4 and these presents to be subscribed by a majority of the said Board as of this date. i:, :; J ' 1 ;','',.?i.' ,,,i_A` OFF144. ---_, /5.1.0- 09..Pl'Ir ' ,,,v,...F.,,,, dAreimmAi r ,, , :, • , ,...., ,,,,. ' .:::.;:, , .,2 1.2..." ` �6 0'� Bob GhosiJr. I� � �� I ?� -'' '' ;,T' '''''''' •,•,,,,* ''--7, ,\;'` ' ...:.;;. 1 I t IY ,1 . ,1G\--,' 111`.-c?"Y 9v I 1+ ,. '1,4t �~ i� .i plc >+ @8/20/2015 08:39 6317656641 SOUTHOLD TRUSTEES PAGE 01/01 • ,,,,..r�__ • Jesnea F.King,President +004, �SOIL& Town Hall Annex Bob Glhosio,Jr.,Vice•Presidont / 4.19. 54375 Main Road P.O.Bax 1179 Dave Bergen Southold,New York 11971-0959 John Bredemeyer ac :� .47/ Telephone Telephone(631)765x-1892 Michael J.Doming ,-l4 {'r Fax(681)785.6641 • BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE • if 0917C Date:October 9.2013 , THIS CERTIFIES that thea tion of existing single-family dwelling•a 48 sa.$.addition; t, • •.1 and .:tior u•Lradin.t. f sanita -�_u' !u • leaders and d e a j,!,t- .; 'Ai:e,b.,us :, d cove x , : �; . .n bi ' side of the o luff'side not altered;on the side yards.suede raised to within±1'6"of the deck top:replacement of decking and railing on existing-deck:removal and relocation of steps End la�pdix�E;decksquared off_aiexistin location:hat tub on deck:and new pool fencin• g perim x At 855 Soartdmie_w Avenu,Mattituclr,Ncw York Suffolk County Tax Map if Conforms to the application for a Trustees Permit heretofore filed in this owe Dated May 29.2009 pursuant to which Trustees Wetland Permit#7123 Dated • Jin 299).was issued and Amended on October_11,2012 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the renovation of.f cxistinasingle-famijy dwelling:a 548 sq.ft.addition;_Wa llsle+nt_o existing pal and patio;upgrading of sanitary system;gutters.leaders and drywalls:a non turf indigeno_a2PiLd c vexage buffer^a along_the bluff side of the property;grade on-bluftside not altered;on the side yards. grade raised to within+1'6"of the deck ton:nmlacement of decking and nailing o ext. deck• removal and relocation of steps and landing;deck squared•off aiexisting l-acation;hot tub on decktiand new wool fencinst perimeter. The certificate is issued to ADRIENNE LANDAU.owner of the aforesaid property. • Authorized Signature A New York State Department of Environmental Conservation Aisit ' .:`--Division of Environmental Permits, Region One _ Building 40-SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 • FAX: (631)444-0360 • . ' 111111111 , Website: www.dec.state.ny.us Denise M.Sheehan Commissioner LETTER OF NON JURISDICTION-ARTICLE'25 & ARTICLE 24 . Adrienne Landau May 23,'2006 , 350 West 50th St. -Penthouse 1A ' New York,NY 10019 Re: Application# 1-4738-03583/00001 855 Soundview Ave., Mattituck,NY 11952 _ - SCTM# 1000-94-1-7 Dear Mr. Landau: Based on the information you have submitted,the Department of Environmental Conservation (DEC)has determined that the area,of your property(listed as SCTM# 1000-94-1-7) landward of the crest of the bluff is beyond the jurisdiction of Article 25 (Tidal Wetlands Act). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no ' permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take-place seaward of the-tidal wetlands jurisdictional boundary(crest of the bluff)without a permit. It ' is your responsibility to ensure that all precautions are taken to prevent any sedimentation,,or other alteration or disturbance to any area within Article 25 jurisdiction which may result from 'your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e., a 15'to 20'wide construction area)'or . . erecting a temporary fence, barrier, or hale bay berm. , , ' Furthermore, the DEC has determined that the above referenced property is more than 100 feet from state regulated freshwater wetlands. Therefore,no permit is required under the Freshwater - Wetlands Act(Article 24) and'the Freshwater Wetlands Regulations (6NYCRR Part 663). Please note that,this letterdoesnot relieve you of the responsibility of obtaining any necessary ' permits or approvals from other agencies or local municipalities. • Si erely, / • . Rog-4 vans Deputy Regional • Permit Administrator . cc: •Rob Herrmann, En-Consultants . - BMHP, R1 , r ' - BOH,R1 - , - file .' ' . ' , %aFSOUryo Town Hall Annex Telephone(631)765-1802 ax(631)765-,g5�2 54375 Main Road roger.richert own.soutfio d.ny.us P.O.Box 1179 Southold,NY 11971-0959 ":--,4111111°14.:11„ BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BYI i O, L Th Date: d' ) b Company Name: cc cc_ Name: C ,cr c W21 Gh-1 License No.: 14/M 5-) - M C Address: 3 �S �UTI�a 1�- . 19 Phone No.: (03 1 - Z gF- (�O ci E- J 0 BS I TE JOBSITE INFORMATION: (*Indicates required information) *Name: A,p -l Ak. U E- l� *Address: g s c Stm U cv O V 1 E Ad ) MATT I'u Ck *Cross Street: M A ti r A-0 *Phone No.: Permit No.: Tax Map District: 1000 Section: I/ Block: "7 Lot: / *BRIEF DESCRIPTION OF WORK (Please Print Clearly) ( lA- ilLA6 ` k) C 15b, l/1vtC� ' .1r (Please Circle All That Apply) *Is job ready for inspection: YES i NO Rough In Final *Do you need a Temp Certificate: 45rjr0 . O Temp Information (If needed) ,, *Service Size: 1 Phase 3Phase 100 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters 1 Change of Service 1 Overhead Additional Information: PAYMENT DUE WITH APPLICATION W CA CIV (Y___ 0(y4 1,k3 'DC7”/O N Pd- �� 0 f2g/cf-). t 0' 82-Request for Inspection Form ao .. , Town of_ Southold , Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT ENT FORM Cti*yt:,.= PROPERTY LOCATION: S.C,T.M.S: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 9+ J 7 - STORM WATER,GRADING,DRAINAGE AND EROSION CONTROL PLAN District Section Bioch ' Let , CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YOIRK., Item Number: (NOTE: A Check Mark(./)for each Question is Required fora Complete Application) Yes No 1 , Will this Project Retain All Storm-Water Run-Off Generated by a Two(2")Inch Rainfall on Site? ❑ (This item will include all run-off created by site clearing and/or construction activities as well as all Site ' ' -- Improvements and the permanent creation of Impervious surfaces.) 2 - Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size&Location? Ni This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFlowl -- $ \ Will this Project Require any Land Filling,Grading or Excavation where there is a change to the Natural 1:::1 V Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? 4 ' Will this Application Require Land Disturbing Activities Encompassing an Area In Excess of II Y Five Thousand(5,000)Square Feet of Ground Surface? • 5 Is there a Natural Water Course Running through the Site? `/ Is this Project within the Trustees jurisdiction or within One Hundred(100')feet of a Wetland or Beach? 12:1 V 6 Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen(15)feet of Vertical Rise to Il 1 One Hundred(100')of Horizontal Distance? _ 7 Will Driveways,Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off MI V into and/or in the direction of a Town fight-of-way? -- . — 8 Will this Project Require the Placement of Material;Removal of Vegetation and/or the-Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This Item will NOT include the Installation of Driveway Aprons.) , 9 -- Will this Project Require Site Preparation within the One Hundred(100)Year Floodplain of any Watercourse? NI 1/ NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm Water,Grading, Drainage&Erosion Control Plan is Required and Must be Submitted for Review Prior to issuance of Any Building Permit! EXEMPTION: Yes No - Does this project meet the minimum standards for classification as en Agricultural Project? • • Note: If You Answered Yes to this Question,a Storm-Water,Grading,Drainage&Erosion Control Plan is NOT Requir•edi `v— STATE OF NEW YORK, " COUNTY OF SS That I, i.CI P 1e'n f\\', La n d a.v being duly sworn,deposes and says that he,/she is theapplicant for Penni um (Name of individual signing(Moment) And that he/she is the © w - (Owner,Contractor.Agent,Corperate Officer,etc.) Owner and/or representative of the Owner of Owner's,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 herewith. Sworn to before me this; 0. ir- day of 6 Nip 49-1 ,20 0 c: .. .. .. t11� Satidx3 ucns5lu�u,J Airy �� NotaryPublic: '� 1 44unoo.nompu.a.nauipno I - .... 1 - ( -P696Zt-931Zo ON (Signature of Applicant) link map iD eioiS - apand Arotonl ) -ORM - 06/07 -I A311 MAW — ,„ `C - - 7TOWN OF SOUTHOLD PROPERTY RECORD CARD /� - �6 OWNER ; STREET •55 - VILLAGE DIST. LOT Acl Irl.e.n r1 eL. rI kanr,a u_ aS crIA",,,, ( V1:6,..,,,,-a.„4-.. %, s FORMER OWNER N /00 .06 E ' ACR. 1 _�J .9' C,�, � « � Si sC'i i—z ESP I �'7 44:4-cudruv. . Gw•0t0 Se,(,ry) S i o 0.,sg W_ .,, u� TYPE OF BUILDING �, o��:',�+; W. M o w F►e Y � ��va a �C 1714,,,,,,,-1714,,,,,,,- tat-c--� ��a.�� f h�� ©, SEAS. VL•. FARM COMM. CB. MISC. Mkt. Value , WI .- LAND IMP. TOTAL DATE REMARKS -'- .�"Q , S"6 r ,, ' , — LS---(9 7_� Q /2' / ,5"-(2 0 70 0 _Z&0 0 1 S7/21.:,s,e a , ._ , . /rQ o e 27 Q0 Iys/,/ �, -, `" °6'.. - 'L. '4 a 7 v 0 4 o-o o z a d 1/43/177,i(' �- < 3/r i ' �7 S 6 U ` 7 0-� 57‘ d-o 7 -t) / 6/�a/Ir //I g_/71 s,/it- ,0'3g....5-00. R,w, MoLi)Erey'.'4-QNo. 7;2 *' et)1e /wed ,si-iv . �GE e• if-(000 BUIL[�ING CON DIT�IQNZ 99 4./.2.Q/63 ( o�cIJ�2L 121.1 o�atJI DCS -1452. 2' 'i ?� 0 iC� ( 15� cam, kYl �ck) �1 N NORMAL BELOW ABOVE , Ms/f36 -1•_(007 I F29 z.-61,1;e16 S I'1aW 15;,,AC2e2 , • ' • _ A. . ' ' ,F .RM Acre Value Per Value I(r(.�6/CO Acre 31a1 87 6"6-783 eic add/4'0-x_ •EC. Fer .':` ?`' `' `'''' ii 1'(30I� • ter ` - �/�"1/'�' /�� ? ;.+ '; �,,:-.arc, (jjit :� S - 0 v wY� �` 1 rl tl'y l° ,. X1'1,*, Tillable 1 -� �Jo� /$. � � s �(� COd1 � ►'tl ,l�i'�' �:�{r��'(:5'= �C:E:��'�: F',, ( � ' . Ti�l'It�ble 2 • :- L L c'. s z, :x. k',��_�-�,�'�� .,'�',;,:,C.:� �,�.;4,,.,, , ��`� '- Tillable 3 ;'t' ` 1', .;-:j;`,.-,-:,_;!,,I,-,;-''.,11 ' ` ; • Woodland 2 4�, ;:k---.,,' , ,. s, .1,,," ��f�.:,�'sf` rF ,.,j SwamplandFRONTAGE ON WATER /0 67,69 6 , , ',.,221"0-0,;, i. FRONTAGE ON ROAD /pg;,1-,5- ";. _ Brushland - .- DEPTH _�9S : ,' -, House Plot ' �Cn-� ,c BULKHEAD Total DOCK , '-' t I ,, . - --,,,,, ,,,,:.:,-1---,2•7----•-:---:-1. .- - COLOR •;4 Y„;� -., .- _•--- ' `__,.:._____J' .•, i e .73 r td•ly ,_ , - ,� , 1 ' � .: .FK .. f TRIM ;,;,i h,-,,,1•1-...p.4.,-;,,,--47. "1'r, >,{Ia u°�i *5n7ti,,,.. 'y } (1 ^?;"'. // ,,t!-,, ' x { "� i V V ��l. }/ — . d _ Bldg. :. 1/ �� ,5._. 3 9.`70 froundation C_ Bath / • Dinette ,r, ;ctendion- = -- --- Basement 7��r Floors r/ 1, K. - xtgnsion ' Ext. Walls rq S /a I Interior Finish Si LR. ,,^d,- xtension Fire Place ,,, Heat / DR. ,, :V,i , ,47 Type Roof ..., Rooms 1st Floor BR. 'f orch - Recreation Room Rooms 2nd Floor FIN. B. " ' E C k 9X 3 a 7o - Dormer ; ;reezeway 1/ id. _F?.....- ,/2,9 4 99 A.,„6-- / 7 4/ Driveway F in rage .'„15'(' { j, ft atio . ' i',,,1 )- B. P , y ��y F . total f t „ , NAROFSKY ' ARCHITECTURE Transmittal COMPANY: Town of Southold PROJECT: 855 Soundview Avenue, Mattituck Attn: Building Department NAME: Fagin/Landau Residence, Town Hall Annex Building ADDRESS: 54375 Route 25 PROJECT NO.: 0911 PO Box 1179 Southold,.NY 11971 DATE: 10-20-10 ATTN: Gary Fish, Building Inspector FROM: Kathleen Sherman TRANSMITTED VIA: Pick-up Messenger x US Mail Federal Express UPS Hand ISSUED FOR: - Approval Distribution to parties Information Review&Comment Record x_ Use THE,FOLLOWING: — x Drawings Permit Check Specifications _ Shop drawing prints Samples Change order Shop drawings reproducible Product Literature OTHER: ISSUE/DATE COPIES DESCRIPTION 10-18-10 2 ea Drawings A1-A5 Revision 1 • • REMARKS: Attached revised plans as requested. 94-/-1 Kathleen Sherman cell (516) 382-3690 E kathleens@narofsky.com D' T 212.675.2374 F 212.675.2375 ECE' llyED , la OCT 2 '2 2010 BLDG. DET TOWN OF SOUTHOLD ' 227 EAST 24TH STREET.NEW YORK.NY 10010.WWW.NAROFSKY.COM NAROFSKY ARCHITECTURE Transmittal COMPANY: Town of Southold / PROJECT: 855 Soundview Avenue, Mattituck Attn: Building Department NAME: Fagin/Landau Residence Town Hall Annex Building ADDRESS: 54375 Route 25 PROJECT NO.: 0911 PO Box 1179 Southold, NY 11971 DATE: 10-20-10 ATTN: Gary Fish, Building Inspector FROM: Stuart Narofsky TRANSMITTED VIA: Pick-up Messenger x US Mail Federal Express UPS Hand ISSUED FOR: x Approval Distribution to parties Information Review&Comment Record Use THE FOLLOWING: x Drawings Permit Check Specifications Shop drawing prints Samples Change order Shop drawings reproducible Product Literature OTHER: ISSUE/DATE COPIES DESCRIPTION 12-6-10 2 ea Drawings T1, Revision 1 & A1-A5 Revision 2 REMARKS: Mr. Fish We are submitting the attached amended plans and would like to have an approval to build a larger deck. Please comment and advise and/or approve. Tha •d, /// 1 , Stuart Narofsk , AIA E stuartn@narofsky.com I V DEQ T 212.675.2374 ext 11 F 212.675.2375 DEC — 7 2010 BLDG DEPT TOWN OF SOUTHOLD 227 EAST 24TH STREET.NEW YORK.NY 10010.WWW.NAROFSKY.COM Adrienne Landau 855 Soundview Avenue Mattituck, NY 11952 917-656-7589 September 30, 2011 Town of Southold Southold Building Department P.O.Box 1179 Southold, New York, 11971 Enclosed is a check in the amount of$407.40 to extend permit#35093. Please feel free to call me if you have any questions. do. cerely, 1 A IF ECEHE II iv k Adrienne Landau OCT - 52011 _ ,-) BLDG DEPT. TOWN OF SOUTHOLD December 6, 2013 Southold Town Annex Board of Tri stens 54375 Main Road Southold, NY 11971 To whom it may concern: Please re-activated permit # 36767. I enclosed check #2949 in the amount of $507.40. r Sincerely, Adrienne Landau r, . i June 18, 2015 Town of Southold Building Department P.O. Box 1179 Southold, NY 11971 To whom it may concern: Please renew the following permits I have enclosed a check for the fees which totaled $582.20. Permit#37553 $175.00 _ Permit#38560 $407.20 Please mail these permits to: Adrienne Landau 350 West 50th Street, Penthouse 1A New York, NY 10019 Feel free to contact me if you have any questions at 212-459-1980 or 646-284-2455. Sincerely, r 1 J 0 ,e,d' j ' 6_ Adrienne Landau'" VI Y‘-' '' :I ''' ' " i ' Ti `iTh 1 \\ juN 2 2 2015 ,�%�c*�� SOli,i j Town Hall Annex t' 4 • Telephone(631)765-1802 54375 Main Road ; * Fax(631)765-9502 P.O.Box 1179 ; co ��1,,` Southold,NY 11971-0959 �yc4UNTY,� e'� ... ,•i •• August 17, 2015 BUILDING DEPARTMENT TOWN OF SOUTHOLD Adrienne Landau 350 W 50th St New York, NY 10019 Re: 855 Soundview Ave. Mattituck TO WHOM IT MAY CONCERN: The Foll wing Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: A.,15 �A Application for Certificate of Occupancy. Enclosed �.�, pp (Enclosed) Electrical Underwriters Certificate. ;; `,/ A fee of$50.00. D V Final Health Department Approval. < Ou Plumbers Solder Certificate. (All permits involving plumbing after 411/84) r Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 39896 - Deck Addition and Alterations Verity, Mike From: DiGiuseppe,John <John.DiGiuseppe@suffolkcountyny.gov> Sent: Wednesday, October 07, 2015 10:46 AM To: Verity, Mike ' Subject: RE: Sigsbee Rd., Mattituck SCTM 1000-144-1-12 Ref.# R10-13-0058 Sorry Mike. I'm losing my skill at multi-tasking. Please see my corrected statement below: Hi Mike. If the residence at SCTM 1000-94-1-7, Ref.#R10-06-0071,Soundview Ave., Mattituck has not increased their bedroom count as part of their current building permit,they will not require a permit from my office. Since the new sanitary system was installed in the same location as the previous system,and was a replacement of an old non- conforming system,their new system can be considered a "repair". As long as the number of bedrooms has not increased, I have no objection to the issuance of a Certificate of Occupancy. Thanks—John John DiGiuseppe Associate Public Health Sanitarian Suffolk County Department of Health Services Division of Environmental Quality Office of Wastewater Management 360 Yaphank Ave.,Suite 2C Yaphank, NY 11980 631-852-5700 PRIVILEGED AND CONFIDENTIAL-INTEROFFICE/INTRA-AGENCY COMMUNICATION-NOT SUBJECT TO FOIL DISCLOSURE-NOT FOR DISTRIBUTION CONFIDENTIALITY NOTICE:This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by the attorney-client privilege.If you are not the intended recipient,you are hereby notified that any disclosure,copying, distribution,or the taking of any action in reliance on the contents of this information is strictly prohibited.If you have received this transmission in error,please notify the sender immediately by e-mail and delete the original message. From: Verity, Mike [mailto:Mike.Verity@)town.southold.ny.us] Sent: Wednesday, October 07, 2015 9:36 AM To: DiGiuseppe, John Subject: RE: Sigsbee Rd., Mattituck SCTM 1000-144-1-12 Ref.# R10-13-0058 John, , Please correct the above address,tax map number and reference#. 1 Thank you, Mike From: DiGiuseppe, John [mailto:John.DiGiuseppe©suffolkcountyny.ciov] Sent:Tuesday, October 06, 2015 4:20 PM To: Verity, Mike Subject: Sigsbee Rd., Mattituck SCTM 1000-144-1-12 Ref.# R10-13-0058 Hi Mike. If the property listed above has not increased their bedroom count as part of their current building permit, they will not require a permit from my office. Since the new sanitary system was installed in the same location as the previous system,and was a replacement of an old, non-conforming system,their new system can be considered a "repair". As long as the number of bedrooms has not increased, I have no objection to the issuance of a Certificate of Occupancy. Thanks--John John DiGiuseppe Associate Public Health Sanitarian Suffolk County Department of Health Services Division of Environmental Quality Office of Wastewater Management 360 Yaphank Ave.,Suite 2C Yaphank, NY 11980 631-852-5700 PRIVILEGED AND CONFIDENTIAL-INTEROFFICE/INTRA-AGENCY COMMUNICATION-NOT SUBJECT TO FOIL DISCLOSURE-NOT FOR DISTRIBUTION CONFIDENTIALITY NOTICE:This electronic mail transmission is intended only for the use of the individual or entity to which it is addressed and may contain confidential information belonging to the sender which is protected by the attorney-client privilege.If you are not the intended recipient,you are hereby notified that any disclosure,copying, distribution,or the taking of any action in reliance on the contents of this information is strictly prohibited.If you have received this transmission in error,please notify the sender immediately by e-mail and delete the original message. 2 I • FAG I N / LAN DAURESILmENCE 0 - . ____. . i 4. ItL. P NEW C®NJ ST RUCTION A� � � of existing sa�B ip,Tr,siiirrirttbm7;n i 5 5 8®U N DV I E W AVE MATT 1 T U C I�, 1 I ,b with dip u�; vrt>; yr.) .,1�1Y 11952 s cf,,t 11J J,t-T 7.•4* SITE PLAN - BASE ON,SURVEY PREPARED BY JOSEPH INGEGNO W/NAROFSKY ARCHITECTURE DESIGN 1" = 20'-0" ZONING I '�^�""AT'^"' -��Ff f° O LOT 7 DISTRICT R 0 • Su •co.'� � "' I� f IOE� �1� l 161F -tYFVFI['FIrJi'V' v I WAS y; P _•__ 05.2.4.515 �aTP 7�T IS ND �O FTN 67'57'30" E AREA = 31,772.62 sq. it. i ALLOWABLE LOT COVERAGE �� g J��6a�de�� I •10,......‘ gA LO T.•- E (J 75.57 20.84 AREA OF SITE-31,772 SQ.FT. .._-_. � - N 78.06.14" E .84 0 TIE UNE 0.729 cc. ALLOWABLE LOT COVERAGE 20%OF 31,772=6,354 SQ.F.T Vt®� ��14, —.7.4t, `� 2.63 N 65'37'37" �, wm & BuucHEAD) D ape "�eaLe o''o,''''''V9m'Ir.ia.232,14%,,,....,o°awcu ��Q� sot��tl�� - �pH°' ' _ PROPOSED LOT COVERAGE ��` <' ,y________--------------- E_ ro zoxE YE Rz•`» NOTES. I �,yy z0x[X 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM 3,907 SQ FT � t•Tt '� U) EXISTING ELEVATIONS ARE SHOWN THUS•500 , EXISTING CONTOUR LINES ARE SHOWN THUS:—50 IA zONE YE @ to ro , 2;:o FFL - FIRST FLOOR ALLOWABLE HABITABLE FLOOR AREA EXISTING HABITABLE FLOOR AREA PROPOSED HABITABLE FLOOR AREA zOSE% e � 71-___________ a: m C F4 - GARAGE FLOOR NO RESTRICTION AS LONG AS LOT 1ST FLOOR-1,167 SQ FT 1ST FLOOR-1,629 SQ.FT. Z ,: xEim= z. E T B - TOP OF BULKHEAD COVERAGE IS MET TOTAL-1,167 SQ FT. 2ND FLOOR-446 SQ FT. . ao `t='IMIC=i— B B - BOTTOM OF BULKHEAD TOTAL-2,075 SQ FT / in 2 ' �` •w r•r TW - TOP OF WALL C A® fie., ps , i E.� B W - BOTTOM OF WALL ALLOWABLE BUILDING AREA EXISTING BUILDING AREA PROPOSED BUILDING AREA `i 6 �� I n2. TS LONG AS LOT HOUSE6SF7 HOUSE152QFf. \ -. ZONE VE COASTAL FLOOD WITH VELOCITY HAZARD•(WAVE ACTION), Q ' AsPOOL-512 SQ.FT. POOL-558 SQ.FT. 41 ('/ w / /'i 1 S OOA57W- °Srp�°•x,TALNM u, o DECK-ZONBASE AREAS DETERMINED TOBEINOUTSIDE 500-YEAR FLOODPLAIN. TOTAL 83,383 SQ FT. TOTAL,3,907 SQ FT. ':,11. ..I_..,1 •a / �_ ,ail' e NOyAv,04 mO 3. MINIMUM SEPTIC TANK CAPACITIES FORA 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. �*� 'C•�1•_ f! ♦e ApFA Il fit( ''* es / ., 0� 1 TANK; 8' LONG, 4'-3' WIDE, 6'-7" DEEP �1�: w / 0 Ma ca. 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDRO IN HOUSE IS 300sgff SIDEWALL AREA. -REQUIRED SETBACKS EXISTING SETBACKS PROPOSED SETBACKS `S V i ;i 1°"°•`'A 1 POOL: 12' DEEP, 8' dia. FRONT-40'-0' '- -•` - s �Tty ' i! v SIDE-MIN 15'-0'ONE SIDE �aS�IDE-E �y g�D 6 -°t681 I g 1 �` " ,..I. z AGGREGATE OF 35'-0' � � rr DL.,i �A R-swon 4 • C• • ' - r: D6 „a. - •t; PROPOSED EXPANSION POOL TOP OF SLOPE-100'-0' T OF BLUFF- 5' P• ,BLtlFF-•�19�6 r-� @�\ I?se sem'•TL' \ ROW OF STACKED ' Hi'.L •�'TS �'CRFpfu-�I'9®R A�� ®vA� (fie y��. •.mk,,;,w., mom' HAYBALES WITH SILT , F•�s�IL'��7'LIlJ"63 • ss 6. PROPOSED LEACHING POOL � �W L SE ENSION INSTALLED PRI TO it,_--`1111111.- ,� 0 yTOTHESTARTOIOR ALLOWABLE BUILDING HEIGHT PROPOSED BUIL I tTA��ii�Ya RESIDENCE AND K I+�*•`, `` c °TO ST START OF , PROPOSED SEPTIC TANK �� CONSTRUCTION N 35'-0°TO MIDPOINT BETWEEN RIDCIE 25'$' ''t0 _ �1 0 PROPOSED 8' DIA X 8' DEEP DRYWELLS FOR ROOF RUN-OFF AND SOFFIT FROM NATURAL GRADE • 2 ¢ no,'An ems, • 6I �r II 4'1” 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD DRAWING SHEET'. ® r _ I ate I OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 6°t• I t 1 I + ALL NEW CONSTRUCTION _ ' • I TO BEGIN SOUTH OF 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND BACK FILLED ggqq�� ems° ,'' ,`Ir'° i-'zr��`r — EXISTING CONSTRUOTION WITH CLEAN SAND, IN ACCORDANCE WITH S.C.D H.S. STANDARDS. T-0 CLIENT CONTACT INFO• •TION,s,SIFH N,__111111,/4____ .,_ _I•%, , _ _ _ "' A44�I � ` r © ZONING INFORMATION e I2s1' ��IIIIIIIII �•IIIIIIIIII 1 !I PROPOSED AREA OF NEW CONSTRUCTION T-2 SITE CONTEXT PLAN � �y ..... > • m T-3 NYS BUILDING CODES,NO S&SP F1GApgpy��a0 / /` iAw� � R TEST HOLE DATA A-1 SITE PLAN DIAGRAM 0=18'"r uwn,1 '" 8 aoo EnM WL% -�,�14�-•+N' '�0 - o A-2 DEMO PLAN TOT' � @ .._.._,__, o yY� ro eE RfMOvm � -L�� III Ii II II I y A � (TEST HOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 27, 2005) A3 FOUNDATION PLAN " t �1 :'"'{ EE" DRUM BEDROOMS y� � of-I` I;, �' 0' A-4 FIRST FLOOR PLAN 'r :e": : tw " '",14-1PirlI161allullll w Y ', ilk // DARK BROWN LOAM OL A5 SECOND FLOOR PLAN/RO c GAl N 3 ES FREE FROhr DA`s®F APPR®'' '' / 03_65.21.01 TrusteeApphca4an -1 HATCHED AREA INDICATES NEW WOOD 1• A5 ELEVATIONS ..-�_....._..____-- ri' ! _ _ an a' „x i FRAME CONSTRUCTION,POOL&DECK a A-7 ELEVATIONS 02 05.15.09 Prelim Building Dept Mtg 1 k I�I a 1 • , CONSTRUCTION SEE DRAWING A-1 FOR f':Y- ..� A MORE INFO BROWN SANDY CLAY CL A-8 ELEVATIONS -01 05.01.09 Client'Review I _ g 'j 11 r '�a 2 No Date Issue 11 -„� i f� •a, RELOCATE POOL z , `Y* i / / ,;.,afi EQUIPMENT PLUMBING RISER DIAGRAM LitL O I r �t O' /�v !�! ' �4, ARCHITECTURE & DESIGN ` Di1stFloor 419 1 •F '•»„ , Otl ' Q! I / I I ',- PALE BROWN FINE TA COARSE SAND$W• - - -- \Im r 227 East 24rd Street, 1 �2� E a ;x at\ I * AIiroVed1 __ !I t. ,; -- --_I�.._ / Neueanno New York. NY 10010 ._... // +J - �t ,l I T I FAGIN/LANDAU s RESIDENCE 1 4E, „- E _ i er-020PLoom 855 SOUNDVIEW AVE. _ 1 PREPARED IN ACCORDANCE WITH THE MINIM•JM �� MATTITUCK,NY 11952 O tI1 aoEsi01Se..t • SO STANDARDS FOR TITLE SURVEYS AS ESTABLISHED —— a�, --- '-'',/,..1, - 1 i X19 0 \' BY THE LLA LS.AND APPROVED AND ADOPTED 2' '$' ktt. 0 S7' I FOR SUCH USE BY THE NEW YORK STATE LAND vF+� �T�- - --�__z- 'r =) / 111 TITLE ASSOCIATION �°A ti _ ,t + t.. + Aw,V fir ... .Lauder -WO �" •x*, I , + I-\ .,/ UNAUTHORIZED ALTERATION OR ADDIRON .7�. �i• I� I 1444ros.23,u I To •J� „ _-NeL I '�+ o j TO THIS SURVEY IS A VIOLATION OF I I I i i Iex I�tS i i Im• i u•I , d e5 /N O! s1r •uo ! 10 m SECTION 7209 OF THE NEW YORK STATE nv I I I =r _�• us. ; ` I u w- °- D1.: I Drawing Title: EDUCATION LAW. T m^•' +e, F \ o _ _ 4 ., 4 , Client Contact Info,Site Plan W•', t0 COPIES OF THIS SURVEY MAP NOT BEARING -_. T •_ ' _ T 7 FI TR.00R •„_•,i L`` t .7,p _- THE LAND SURVEYOR'S INKED SEAL OR - O EMBOSSED SEAL SHALL NOT BE CONSIDERED I1[11 y. w• ZoningCalculations •••••:.:f." / aa z• g• a T.L, ,, . to 11 I TO BE VAUD TRUE COPY —i y s W t7"-%, omaw CERTIFICATIONS INDICATED HEREON SHALL RUN 3 H• , -- 3 N' AS, I �� •4 ONLY TO THE PERSON FOR WHOM THE SUFVEY j�== Job Nor Drawing Number. ,•„„4. I,_ �0.��* r IS PREPARED,AND ON HIS BEHALF TO THE a y' I� 0818 TITLE COMPANY, GOVERNMENTAL AGENCY AND &tale, .gL _� .“1':'-'" 'Crie---"';''' / ym ^ 2 LENDING INSTITUTION LISTED HEREON,AND — As Noma + TO THE ASSIGNEES OF THE LENDING INSD 41------1. ��`p �a7olt..--, IN' —__ -_ ""� 'S1�00" 1\ l +� VE.NU-E TUDON CERTIFICATIONS ARE NOT TRANSFERABLE V y�R,k,.� _ T.1 a..,„,,,k V�� A THE EXISTENCE OF RIGHT OF WAYS ' BMITARTLus DO 042909 E.:44949 Det.s. • .... r-4 L+O 'ND o�� AND/OR EASEMENTS OF RECORD, IF CCWECT TO AFT.IROvID These oI°ns are on Innr°bent of:er,nce,,A ore •S:.u+ ,6 w7 __ ANY, NOT SHOWN ARE NOT GUARANTEED. Aee operty of the Architect.Any Infringements - 11/10/2008 18:17 16312890472 BIG AUDIO ENTERPRISE PAGE 02 V}SIF New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(831)788-43m CERTIFICATE OF WORKERS° COMPENSATION INSURANCE AAAAAA 113477741 THE TRADESMAN BUILDING GROUP INC 39 ROBERT STREET PATCHOGUE NY 11772 POLICYHOLDER CERTIFICATE HOLDER THE TRADESMAN BUILDING GROUP INC TOWN OF SOUTHOLD 39 ROBERT STREET 54375 ROUTE 25 PATCHOGUE NY 11772 PO BOX 179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 12114 356-5 290642 09/30/2010 TO 09/30/2011 10/19/2010 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.2114 356-5 UNTIL 09/30/2011, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 09/30/2011 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE 1i IND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. DONALD BOSS JR PRESIDENT OF THE TRADESMAN BUILDING GROUP INC(A ONE PERSON CORP) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND pot, 7M7e2,-~-2 .— DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www nysif.com/cert/certvaLasp or by calling(888)875-5790 VALIDATION NUMBER:953825753 U-26.3 11/10/2008 18:17 16312890472 BIG AUDIO ENTERPRISE PAGE 03 ACORD. CERTIFICATE OF LIABILITY INSURANCE 10/DATE A MWDD'o"' PRODUCER Phone# 631 289 8400 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Patchogue Agency,Inc ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 259 Medford Ave Route 112 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR Patchogue,NY 11772 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A; Nova Casualty THE TRADESMAN BUILDING GROUP,Inc 39 Robert St INSURER B. — PATCHOGUE, NY 11772 INSURERC: INSURER I, I INSURER E COVERAGES ' — THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVER THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO AU.THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.-1NELQUalatiaga— & - 1tpp�pT�p 'L. II„'L — POLI6YEF T1VF DV-W .NI100)YYIN LIMITS POLICY NUMBER GENERALLUIBILITY EACH OCCURRENCE 1$ 500,000 I COMMERCIAL GENERAL LIABILITY DAMAL!'r eN I til PREMISESTEaoaiuEro) $ 100,000 A CLAWS MADE n OCCUR NOVAMED Exp(Any one person) 5,000 09/27/10 09/27/11 PERSONALEADVINJURY $ 500,000 GENERAL AGGREGATE $ 1,000,000 OEM.AGGREGATE LIMIT APPLIES PER. PRODUCTS•COMP/OP AGO $ 1,000,000 7 POLICY 7 JE& 7 LOC AUTOMOBILE LIABIoTY COMBINED SINGLE LIMIT ANY AUTO (Ea aacaama)— S ALL OWNED AUTOS SCHEDULED AUTOS (Pero LYer Ian}RY $ HIRED AUTOS BODILY INJURY $ NON-AWNED AUTOS (Per accIdent) PROPERTY DAMAGE $ (Par GARAGE LIABILITY AUTO ONLY-EAACCIOEN EAACCIDENT AUTO OTHER THAN EA AGC $ ~ AUTO ONLY: AGG $ EXCEBSIUMBRELLA LIABILITY EACH OCCURRENCE OCCUR 7 CLAIMS MADE AGGREGATE $ $ I OEDUCTIALE $ RETENTION 5 $ I 1 WORKERS COMFENSATIONAND WCbTA7U 0TH. EMPLOYERS'LIABILITY JQjiYLIM173I I ER ANY PROPRIETOR/PARTNEWEXECUTIVE E L EACH ACCIDENT S OFFICUMOMEIER EXCLUDED? tt�yyIeIs d acrtbe antler E L.DISEASE-EA EMPLOYEE $ SPECIALPRQVT$IONSbhlo�v EL DISEASE.POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES 1 EXCLUSIONS ADDED BY ENDORSEMENT SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ARCM DESCRIBED POLICIESBECANCELLED BEFORE THE EXPIRATION 54375 ROUTE 25 DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 15 DAYS WRITTEN PO BOX 179 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO 00 80 SHALL SOUTHOLD NY 11971 IMPOSE NO OBLIGATION OR LIABILITY OF ANY low UPON THE INSURER,ITS AGENT$OR REPREe ja STS' °ua '- '5 ATIVE �y ACORD 23(2001108) E` ©ACORD CORPORATION 1988 ,--- .•-•,....... --,_---.. -•,,---, -„._ ..-----. 1--:•---_-•-- .."-'..<_.:'-: _:,..--_-=._'.-,-,,- ..-'......-3--..,.-.' .-....-,-.. --"-',- .•-,"--- --- --. -• - -..Nv,...--'-,.--z.,:4,-;-;-----.. -. ..-----,- 4, --N..if"- •1/4\-e./-:' --- •_ . 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W, • w .DATE ISSUED: 9/1412004 No. 35706-H 1::A'":ts14 Lf) C' ----- - . •-•%-?Yft. -.. LI- SUFFOLK COUNTY • : - - z • w ' ''-*--\,-*. )•, Home Improvement Contractor License ... , ...,....„ _ . , , ,,........,..,, . m i 1S 1S to certify that DONALD E BOSS .._, ..,- . mg business as THE TRADESMAN BUILDING GROUP INC '' - 1 ving furnished the requirements set forth in accordance with and subject to the provisions of applicable laws, rules I and regulations of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR, in the County of Suffolk. .....- ,..„. 1 .-;:-'/'-'''.('' 'i'•\ ..- .,.. „. .6 Additional Businesses . -,W NCNI Z X NOT VALID WITHOUT -1/4.- ., -•$, A, DEPARTMENTAL SEAL AND A CURRENT CONSUMER AFFAIRS ,A C/ ' d 6112:latetVitA..... 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Compliance Certificate Project Title: Fagin / Landau Residence Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 23% Heating Degree Days: 5750 Construction Site: - Owner/Agent: Designer/Contractor: 855 Soundview Ave. Adrienne Landau Stuart Narofsky Mattituck,NY 11952 Narofsky Architecture 227 E 24 New York,NY 10010 212.675.274 justinjb@narofsky.com Compliance: Maximum UA:342 Your UA:311 •, 4.* ��. (;7rQSS ,,riavl�y� �P Cont , r Glazing n Assembly Area'or • RValue R Value or Door•, ' • ,, Perimeter ;,,a .11-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1565 30.0 0.0 55 Wall 1:Wood Frame,16"o.c. 1861 19.0 0.0 86 Window 1:Wood Frame:Double Pane with Low-E 207 0.300 62 Door 1:Glass 228 0.300 68 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1197 30.0 0.0 40 Furnace 1:Forced Hot Air 78 AFUE , The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2017 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped -nd ;,n— a they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specification. • e ,� .!,�!T. �is ode. Name-Title - Sign rifit ♦ � ` �► ';' Date OF NE. Project Title: Fagin/Landau Residence Report date: 10/05/09 Data filename: P:\FaginLandau0818\FaginRescheck-091005.rck Page 1 of 4 REScheck Software Version 4.3.0 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments. Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: ' #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.300 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Fumace 1:Forced Hot Air:78 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-4. • Supply ducts in unconditioned spaces are insulated to at least R-8. ❑ Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181B. Project Title: Fagin/Landau Residence Report date: 10/05/09 Data filename: P:\FaginLandau0818\FaginRescheck-091005.rck Page 2 of 4 Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). D The HVAC system provides a means for balancing air and water systems. Temperature Controls: D Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: • Separate electric metersrexist for each dwelling unit. Fireplaces: Fireplaces are installed with tight fitting non-combustible fireplace doors. o Fireplaces have 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: O Water heaters with vertical pipe risers 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. Circulating Hot Water Systems: • Circulating hot water pipes are insulated to the levels in Table 1. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Swimming Pools: o All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Project Title: Fagin/Landau Residence Report date: 10/05/09 Data filename: P:\FaginLandau0818\FaginRescheck-091005.rck Page 3 of 4 .Table 1:Minimum Insulation Thickness for Circulating Hot Wafer Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Insulation Thickness in Inches by Pipe Sizes Fluid Temp. Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 _ 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Fagin/Landau Residence Report date: 10/05/09 Data filename: P:\FaginLandau0818\FaginRescheck-091005.rck Page 4 of 4 . , i Y PROJECT MANUAL ----/Ai , .4_ ---„, 1 .-!: \al A ,1(.2.4\, -4. 1 A \ .\ P * \ 1 illj ,4 i \'`.1r .ik '5 dO Or ttk 1\, `r, PROJECT: 05 October 2009 Fagin Landau Residence 855 Soundview Ave Mattituck, NY 11952 CONTENTS: GENERAL NOTES DIV 02: SITE WORK DIV 03: CONCRETE DIV 04: MASONRY DIV 05: METALS DIV 06: WOOD DIV 07: THERMAL&MOISTURE PROTECTION DIV 08: DOORS, WINDOWS, SKYLIGHTS DIV 09: FINISHES DIV 10: SPECIALTIES DIV 11: EQUIPMENT DIV 12: FURNISHING (NOT USED) DIV 13: SPECIAL CONSTRUCTION DIV 14: CONVEYING DIV 15: MECHANICAL DIV 16: ELECTRICAL FAGIN LANDAU RESIDENCE 0818 General Notes: Ordinances. These shall supersede drawings,notes and dimensions in all General Contractor shall visit the site cases. The Architect shall be notified of and verify all conditions. Any such changes before work is started. discrepancies,voids or problems shall be Non-familiarity with governing rules and reported to the Architect before regulations will not be cause for an submission of bid. A submission of bid "extra" in the event that work has to be shall imply Contractor's acceptance of replaced for the non-compliance. The the drawings and all existing conditions. Contractor shall be held responsible if he has not notified the Architect before During the course of construction, if initial installation. modifications to the design occur as a result of existing conditions, at the When "Approved Equal", "Equal To" or request of Client, Architect, etc., the other general qualifying terms are used, Contractor shall submit two written it shall be based upon the review and copies of a change order with the approval in writing by the Architect amended price. Contractor shall not prior to any purchase or installations. continue with any changes until he receives written authorization from The General Contractor shall check and Owner or Architect verify all field measurements and assume responsibility for their accuracy. If during the course of construction, He shall submit with such promptness as conditions exist which differ from that as to cause no delay in his work or in that indicated on these plans, the Contractor of any other Sub-Contractor, three shall stop all related work and notify the copies check and approved by him, of all Architect. Should he fail to follow these shop drawings and schedules required procedures and continue with the work, for the work of various trades. The he shall assume all responsibility and Architect shall check and approve such liability arising there from. schedules and drawings for conformance with the information given in the The AIA document A-201 latest edition drawings and for the design and "General Conditions of the Contract for aesthetic considerations only. Construction" shall prevail whenever possible. The Contractor shall make any corrections required by the Architect. All work shall conform to the Town of Approval of drawings or schedules shall Southold rules, codes, zoning and not relieve the contractor from regulations and all rules and responsibility for deviations from regulations of N.Y.S.B.C., N.C.D.H., drawings and specifications, unless he N.F.P.A., N.Y.S.B.F.U., N.Y.S.E.C. has called attention to such deviations and all other agencies which have (in writing) at the time of submission of jurisdiction. bid and secured written approval: or shall it relieve him from responsibility The General Contractor shall make sure for errors in shop drawings or schedules that all trades work conforms with or the proper performance of mechanical Federal, State and Municipal Codes and equipment and controls. Narofsky Architecture 1 ISSUED FOR BUILDING PERMIT 10/05/09 FAGIN LANDAU RESIDENCE 0818 Contractor to attain the service of a licensed surveyor to stake out all setbacks prior to construction in order General Contractor is to indicate to the to assure maintenance of all critical Architect in writing the proposed dates setback locations. and hours during which work shall be performed and the Contractor shall The word "provide" shall mean to prepare and update monthly furnish and install all the materials construction schedules and explain the necessary to complete the work in extended schedule of events. The accordance with construction standards completion date may not be extended and manufacturer's installation without written notice. recommendations. All items specified are to establish Contractor shall obtain all required quality of work. Products of other Building Permits, Approvals, and manufactures equal in design, color and Construction Sign-offs, per each phase quality may be substituted if approved as required by the Building Department "in writing"by the Architect as meeting 5. Final inspection for certification established design and functional of occupancy. criteria. Additional inspections may be required, please consult with Building Department Required inspections in The Village of as to any additional requirements. Sands Point will include the following: Contractor is to supply to owner, in 1. Foundation Footing. writing, a waiver of all liens for himself Excavation, prior to concrete and all suppliers and sub-contractors at pour (a foundation survey may the time of each payment request. be required of excavation where work is at a critical distance from Do not scale drawings, written property lines). dimensions supersede scaled dimensions call if there are any questions before, • 2. Rough Framing. proceeding. Notify Architect of any missing or unclear dimension for 3. Sheathing and Insulation. clarification. 4. Plumbing leak and Mercury test Broom clean affected areas and cart (if required) to be witnessed by away all debris. Homeowner will be Building Inspector. living on the site, please respect their safety. Narofsky Architecture 2 ISSUED FOR BUILDING PERMIT 10/05/09 . FAGIN LANDAU RESIDENCE 0818 DIVISION 02 0200 Earthworks 02000 Site Work Excavate for all footings, foundation 02483 Landscaping walls, slabs, and other such work as may be necessary to the depths as shown in No existing trees over 6"in diameter 36" the drawings. All excavations shall have above grade are to be removed (unless level, solid and undisturbed bottoms. other wise noted) Consult with Building Department if you have any questions All soil bearing capacity assumed at 2 before removing any trees. Anyshrubs tons per square foot. Contractor shall that interfere with the new construction verify in field. and site work shall be removed and discarded and/or saved for replanting as Fill used or encountered underneath per owners' request. Verify with owner footings, foundations and slabs shall be prior to starting work. compacted to a minimum of 96% maximum density. Any new fill Final grade shall be prepared for required in order to achieve proper landscaping. elevation is to be laid in 6" layers and compacted to proper density. Existing trees remaining (in area of construction) are to be protected during Maintain 1.5:1 horizontal to vertical construction. Tag each tree and slope for any excavation adjacent to surround with wooden storm fencing footings. prior to any construction. All materials used for backfill shall be New landscaping (N.I.C.) or replanting free of debris and organic materials. shall be done by a Landscaping Contractor. New lawn areas shall be Water shall not be allowed to stand in either sod or seeded (N.I.C.) as per the excavations until after concrete work has owners' request, after the final grading. , set. Contractor shall remove such water Separate permit will be required for all " at his expense. landscape work with all proper approvals. Temporary sheet piling, shoring, or bracing shall be provided as required to 02420 Surface Drainage maintain excavation banks in a safe and stable condition if applicable. The General Contractor shall install a drywell system as shown in the No blasting shall be permitted without construction drawings in compliance proper permits and licensing as required with all applicable codes. Drywells to by law. be manufactured by Carlson Precast, Inc., or approved equal. Contractor shall retain a licensed Civil Engineer to perform all design and supervision related to excavation of underground utility services, substandard Narofsky Architecture 3 ISSUED FOR BUILDING PERMIT 10/05/09 FAGIN LANDAU RESIDENCE 0818 A soils encountered (less than 2 tons per Welded steel wire mesh shall be 6"x6" square foot)roads, and site structures not #8/#8 in 4" floor slabs and 4"x4" #8/#8 usually considered architectural in in 6" garage slab unless otherwise noted nature. and conform to ASTM 185. All concrete shall be Portland Cement, Left-over excavation soil shall be conform to ASTM C-150: maintained on site and used as directed by owner. (a) Type I or Type V for above grade use. DIVISION 03 (b) Type V sulfate resistant for 0300 Concrete below grade use. No additives will be allowed unless Conform to the following codes and approved by the Architect in writing. standards, latest editions: Aggregates: shall conform to the • American Concrete Institute, #302. requirements of ASTM-33. Recommended practice for concrete floor and slab construction, #301 Maximum aggregate size shall not be specifications for structural concrete larger than 1/5 of the narrowest for buildings, #318 Building Code dimension between sides of forms, and requirements for concrete. 1/3 of the depth of slabs. • Concrete Reinforcing Steel,Institute Water: Shall be clean, potable and free manual of standard practice. from foreign matter. • American Society of Testing Placement: Materials (ASTM), standards as noted. Slump shall not be more than four or less • NYS Code and all other local codes than two inches as measured at point of and authorities. placement and by ASTM 143. • Chairs, spacers and miscellaneous hardware as approved by CRSI. Minimum compressive strength (fc) shall be 3000 psi for structural concrete 03100 Formwork and 2500 psi for paving at 28 days. Materials: Concrete shall not be retempered by addition of water or cement after it has Reinforcing bars shall be ASTM A-615, partially hardened. Grade 60 deformed. Place reinforcing according to CRSI Column ties and beam stirrups shall be recommendations, minimum 3" cover Grade ASTM A-615 Grade 40. for surfaces in contact with Grade and 2" cover for other surfaces, unless Narofsky Architecture 4 ISSUED FOR BUILDING PERMIT 10/05/09 FAGIN LANDAU RESIDENCE 0818 otherwise noted. Lap welded wire mesh 4' O.C. minimum 2/wall, 2' from 12"minimum. corners. Consolidate concrete by hand or with All anchor bolts for columns shall be 3/4" mechanical vibrators; maintain proper diameter with 18" embedment unless reinforcing locations. noted otherwise on construction documents. If temperature falls to 40 degrees Fahrenheit or below, uniformly heat Column footings shall be poured water and aggregate to maintain concrete monolithically having anchor bolts set. between 50 and 80 degrees Fahrenheit at point of placement. Do not use frozen Column leveling plates shall be set materials, calcium chloride, salts or grouting into place prior to the erection antifreeze. All exterior concrete shall be of steel. (Shims not to be used). Grout air entrained. - to be"Embeco"high strength non-shrink metallic grout by Master Builders Maximum deviation from flush, plane or Technologies or approved equal. plumb surfaces shall be 1/8"per 10 feet; Slabs shall be level, unless otherwise DIVISION 04 noted and have hardener and sealer. Finishes shall be as follows, unless 04200 Unit Masonry otherwise noted: Comply with referenced standards and Interior slabs — steel trowel smooth other requirements indicated below for finish. each form of concrete masonry unit: • Concrete masonry units: ASTM Exterior slabs-broom finish and prepared C 90, 75% solid, 1900 psi to receive finished stone or tile material. (average) compressive strength, Normal weight, Grade N, Type I, Formwork not supporting weight of moisture-controlled units; 16" concrete may be removed after 48 hours long x 8" high x 6" thick unless of curing at not less than 50 degrees otherwise indicated. Fahrenheit. Footings shall be set at a minimum of 3'0" below finished grade (U.N.O.) as Mortar and Grout Materials per NYS Code. • Portland Cement: ASTM C 150, Type I, except type III may be Footings at different level shall be, used for cold weather stepped as shown on the plans so that the construction. Provide natural _ - clear distance between bottom edges color or white cement as required shall not exceed a slope of one vertical to produce required mortar color. to two horizontal. • Hydrated Lime: ASTM C 207, Type S. All anchor bolts for framed walls shall • Aggregate for Mortar: ASTM C be 5/8" diameter with 18" embedment, 144 Narofsky Architecture 5 ISSUED FOR BUILDING PERMIT 10/05/09 FAGIN LANDAU RESIDENCE 0818 • Aggregate for grout: ASTM C • Compressible Filler: ("Soft joint" 404 below shelf angle and underside • Water: Clean and potable of concrete slabs, control joints) 1/4" or 3/8" thick or as required, . Joint Reinforcement, Ties and Anchors closed cell neoprene, complying • All joint reinforcing, ties and with ASTM D 1056, class RE41, anchors shall be fabricated from compressibility exceeds 50%. hot-dip galvanized steel wire Adhesive on one side. Equal to complying with ATM A 82 for Dur-O-Wal "Rapid" soft uncoated wire and with ASTM A joint/expansion joint. 153, Class B-2 • Bond Breaker Strips: Asphalt • Provide welded-wire units saturated organic roofing felt prefabricated with deformed complying with ASTM D 226, continuous side rods and plain Type I(No. 15 asphalt felt). cross rods into straight lengths of not less than 10', with Masonry Cleaner prefabricated corner and tee Job-Mixed Detergent Solution: Solution units, and complying with of trisodium phosphate (1/2 cup dry requirements indicated below: measure) and laundry detergent (1/2 cup 1. Width: Side rods shall be dry measure) dissolved in one gallon of the thickness of shell water walls and' partitions, to provide mortar coverage Mortar and Grout mixes of not less than 5/8" on • General: Do not add admixtures; exterior joint faces and pigments, air entraining agents, 1/2"elsewhere. accelerators, retarders, calcium 2. Wire Size for Rods: chloride, water repellent agents, 0.1483"diameter anti-freeze compounds or other 3. Provide Ladder type with admixtures, unless otherwise cross rods 16" O.C. and indicated. with single pair of side • Mixing: Combine and thoroughly rods. mix cementitious materials, 4. For hallow concrete water and aggregates in a masonry, each rod shall mechanical batch mixer; comply be embedded within the with referenced ASTM standards thickness of each face for mixing time and water shell. content. • Anchor bolts: Provide steel bolts • Mortar for Unit Masonry: with hex-nuts and flat washers comply with ASTM C 270, complying with ASTM C 153, Proportion Specification, for class C, in sizes and types of mortar required, listed configurations indicated. below 1. Limit cementitious Miscellaneous Masonry Accessories materials in mortar to • Reinforcing Bars: Deformed Portland cement-lime. steel,ASTM A 615, grade 60. Narofsky Architecture 6 ISSUED FOR BUILDING PERMIT 10/05/09 FAGIN LANDAU RESIDENCE 0818 s 2. Use Type-S mortar, • Leave openings for equipment to unless otherwise be installed before completion of indicated. Proportion one masonry work. After installation part cement, over '/4 to 1/2 of equipment, complete masonry part lime. work to match work immediately 3. Use Type N mortar for adjacent to the opening. exterior above grade • Cut masonry units with motor- walls, unless otherwise driven saws to provide clean, indicated. sharp edges. Cut units to provide 4. Where new masonry continuous pattern and to fit abuts existing adjoining work Use full-size construction, provide units without cutting where masonry mortars which possible. match the existing in color, composition and Construction Tolerances strength. • Variation from plumb: For • Grout for unit masonry: comply vertical lines and surfaces do not with ASTM C 476. exceed 'A"in 10'. 1. For external corners do INSTALLATION not exceed '/4" in any story or 20' maximum Examine conditions, with installer 2. For vertical alignment of present, for compliance with head joints do not exceed requirements for installation tolerances plus or minus 'A" in 10', and other performance of unit masonry. 'A"maximum. Do not proceed with installation until unsatisfactory conditions have been ■ Variation from level: For bed corrected. joints and lines do not exceed 'A" _ in any bay or 20' maximum • Wetting: Do not wet concrete • Variation of linear building line: masonry units For position indicated do not • Cleaning Reinforcing: Before exceed 'A" in any bay or 20' placing, remove loose rust, ice maximum. and other coatings from • Variation in Cross-Sectional reinforcing Dimensions: Do not exceed • Thickness: Build masonry minus 'A" nor plus 'A" for construction to the full thickness dimensions indicated. shown. Build single-wythe walls • Variation in mortar joint to the actual thickness of the thickness: Do not exceed bed masonry units. joint thickness indicated by more • Build chases and recesses for the than plus or minus 1/16", with a work of other trades. Provide not maximum thickness limited to less than 8" of masonry between 1/4". chase or recess and jamb of openings, and between adjacent Laying Masonry Walls chases and recesses: ' Narofsky Architecture 7 ISSUED FOR BUILDING PERMIT 10/05/09 FAGIN LANDAU RESIDENCE 0818 A • Layout walls for location and • Tool exposed joints with a 3/4" bond pattern, with uniform joint diameter smooth surface widths and to accurately locate masonry jointer; compress openings, movement-type joints, mortar to form a smooth dense, return and offsets. Avoid using concave joint as selected by the less-than-half size units. Architect, unless otherwise • Bond pattern for Concrete indicated. Masonry: Running bond, unless • Remove masonry units that have otherwise indicated t been disturbed or require • Lay concealed masonry with all adjustment after laying; reset in units in a wythe in running bond fresh mortar. or bonded by lapping not less than 2 inches. Bond and Structural Bonding of Masonry interlock each course of each ■ ' Joint Reinforcement: Use wythe at corners. Do not use cementitious joint reinforcement units with less than nominal 4- in horizontal mortar joints for inch horizontal face dimensions bond tie between wythes, not at corners or jambs. more than 16" O.C., unless • Stopping and Resuming Work: otherwise indicated. Rake back '/2-unit length in each • Corners: Provide masonry bond course: do not tooth. Clean in each course at corners. exposed surfaces of masonry and Provide continuity at corners remove loose masonry units prior with prefabricated "L" to laying fresh masonry. reinforcing, in addition to • Built-in Work: Build in items . masonry bonding. specified under this and other • Intersecting/Abutting Walls: sections. Fill in solidly with Except at expansion/control masonry around built-in items. joints, provide prefabricated "T" joint reinforcement. Mortar Bedding and Jointing • Lay concrete masonry units with Horizontal Joint Reinforcing full mortar coverage on • Install continuous joint horizontal and vertical face reinforcement with side rods shells. Bed webs in mortar in embedded in mortar, with a . starting course and in all courses minimum cover of %2". Lap to be reinforced and filled at all reinforcement a minimum of 6". exterior wall filled with grout. • Cut or interrupt joint • Maintain joint widths shown, reinforcement at control joints except for minor variations • Reinforce walls with continuous required to maintain bond horizontal joint reinforcing, alignment. If not shown, lay unless specifically noted to be walls with 3/8"joints. omitted. • Cut joints flush for masonry • Provide continuity at corners and walls which are to be concealed wall intersections by use of or to be covered by other prefabricated "L" and "T" materials. sections. Cut and bend Narofsky Architecture 8 ISSUED FOR BUILDING PERMIT 10/05/09 • FAGIN LANDAU RESIDENCE 0818 reinforcement as by F-436. manufacturer for continuity. " ■ Space continuous horizontal Comply with the following American reinforcing as required by code Welding Society Standards. but not less than 16" O.C. vertically. AWS D1.1 Structural Welding Code. ■ Reinforce masonry openings AWS D12.1 Reinforcing Steel Welding over 1'-0" wide with joint Code. reinforcing in 2 joints immediately above lintel and Comply with ASTM A-6 general below sill. Extend reinforcing 2 requirements for delivery of rolled steel feet beyond jambs of the plates, shapes, sheet pilings, and bars for opening, except at control joints. structural use. Anchoring Masonry Work All reinforcing steel shall conform to ■ Provide an air space as shown ASTM A615. between masonry and structural members. Keep space free of Material Properties: mortar or other rigid materials • Anchor masonry to structural Structural steel shapes, plates and bars members with flexible metal ties shall be ASTM A-36. embedded in masonry joints • Space masonry anchors not more Cold formed steel tubing shall conform than 16 inches o.c. vertically and to ASTM A-50. 24 inches o.c: horizontally. Steel pipe ASTM A-53, type E or S, • DIVISION 05 Grade B black finish, except where indicated to be galvanized. 05000 Metals Anchor bolts, ASTM A-307, Grade A, non-head type. To be set in.foundation Steel Work shall' conform to the walls and footings during, pour of following American Institute of Steel concrete-unless noted otherwise. Construction Standards. All steel shall receive a coat of red oxide Code of Standard Practice for Buildings primer after fabrication in the shop. and Bridges. - • Erector shall provide adequate _Specifications for the design, fabrication temporary bracing for lateral stability and erection of structural steel buildings, until the structure is fully braced by the including the commentary and installation of permanent structure. supplements. Weld connections to conform with AWS Specifications for structural joints using Codes using ASTM A-2333 E-70 Series ASTM A-325 or A-490 bolts., Erectodes. All washers shall conform to ASTM Narofsky Architecture 9 ISSUED FOR BUILDING PERMIT 10/05/09 FAGIN LANDAU RESIDENCE 0818 Where steel is exposed (lintels) grind WI floor joist to be manufactured by the down steel to a smooth surface to be "Georgia Pacific Corporation" or primed and painted. approved equal. Install and handle as per manufacturers specifications and Beam over column connection shall be installation instructions. made with(4) 3/4" diameter bolts through a top plate. All structural lumber shall comply with and be erected in accordance with the Cut, drill or punch holes of proper size National Forest Products Association's for the member perpendicular to the National design specification for wood surface. Do not frame cut holes or construction, latest edition. All lumber enlarge holes or enlarge holes by shall be grade marked. burning. Drill holes in all bearing places. Provide joist hangers for all flush framed conditions, as manufactured by Simpson, Base and bearing plates shall be welded Teco, or equal. Install in accordance to columns and members attached to with manufacturers' instructions. concrete. Install side bearing plates. Fabricator to provide shop drawings All floor joists shall be bridge and block prepared by a P.E. licensed in the required by manufacturer minimum 8'0" State of New York these to be O.C. submitted for approval prior to commencing with work. These - All wall openings, four feet wide or less, drawings shall include (but are not shall have double studs at jambs, spans limited to) all member size, connection wider than four feet shall have double details, and an erection plan. studs for header bearing plus jack stud. Joists shall be doubled around all Note: All field welds shall be inspected openings, under all parallel walls and by an independent certified partitions, and at cantilevers beyond the welding inspector. foundation wall. 06000 WOOD Provide hurricane clips and all other required fasteners as manufactured by Simpson or approved equalat all 06100 Rough Carpentry connections shall require fasteners including but not limited to hurricane Structure Lumber: clips, joist, treads, post, receivers, ridge connecters. All structural lumber shall be Structural Grade Douglas Fir, Grade 2 or better, Typical exterior walls; new construction surface dried to maximum 14%moisture shall be 2x6 at 16" O.C. content, stress grade lumber. Lumber shall have the following minimum stress Mud sill shall be wolmanized (pressure properties: treated) lumber, double 2x8 plate, secure FB=1200 psi FV+75 psi E=1,700,000 to foundation wall with 5/8" diameter single use. anchor bolts, maximum 4 foot O.C. and Narofsky Architecture 10 ISSUED FOR BUILDING PERMIT 10/05/09 FAGIN LANDAU RESIDENCE 0818 maximum 2 foot from corners, minimum Plywood Sheathing: 2 bolts per length. Provide sill seal on all perimeter walls. Roof: Sheathing. Provide lintels or headers at all 16" O.C. Framing openings, whether or not indicated on Use APA rated sheathing the plans. Headers at non-bearing 3/a" conditions shall be as follows: Exterior Sheathing Walls: 16" O.C. Framing If span is 4 ft. or less (2)2x6 Use APA rated If span is 4 ft.to 6 ft. (2) 2x8 sheathing. If span is6ft.to9ft. (2)2x10 5/8" If a header is not indicated at a Floor: 16" O.C.joist. bearing condition, inform the Use APA rated. Architect before proceeding. Sturd-1-floor T&G Edge 3/4"Thick All walls (exterior) shall be braced Use "Owens Corning" fiberglass Perma against lateral loads by structural Ply—IV asphalt glass felt or equal on all sheathing, 18 gauge steel strapping, or roofs pitched greater than 3:12 (conform let in 1x6 corner bracing. to ASTM D-2178). For roofs with less All past through holes for electrical, pitch ' see thermal and moisture plumbing and mechanical pipes shall be protection section. through, provided knock out or drilled at 06170 Prefabricated Structural Wood the center of the joist or beam only. In Micro Lams: drilled situations the diameter shall not exceed 1". If larger consult Architect as Provide micro lams, beams and headers to required, metal gusset collar by Teco as manufactured by Truss Joist Micro • or equal. Any holes drilled inLam or approved equal sizes as shown engineered lumber will be to on the plan. E-2,000,000 FB=2800 psi. manufacturer requirements Install as per manufacturers spec. minimums. Do not shim joists, short studs,trimmers, Micro lam to conform to ASTM D- headers, lintels or other framing 2559-76, NRB, and national design components. specs for wood. All wood exposed to the exterior shall be CCA treated lumber. Micro lams, like other wood products, shall be protected from the elements. Solid blocking in rafters shall be 2" All connections shall be accomplished shorter in depth than the rafters. using Teco or Simpson Connectors Where framing members slope, cut or U.N.O. notch (2" maximum) the end to give full Holes, cuts, or notches not called for on uniform bearing surface. the drawings are not permitted. Narofsky Architecture 11 ISSUED FOR BUILDING PERMIT 10/05/09 FAGIN LANDAU RESIDENCE 0818 However, you may notch steel column top plates into member for flush finish Isolate all dissimilar metals with conditions. bituminous coating compatible with roofing materials. Nailing schedule shall match types used for Douglas Fir. Continuous soffit vents to match existing at all soffits. DIVISION 07 07460 Siding 07000 Thermal and Moisture To match existing acrylic stucco; Protection (E.I.F.S.)by dryvit or equal. 07200 Insulation Foundation To meet or exceed the requirements set Provide 6 mill vapor barrier below all forth by the State Energy Conservation concrete work. Construction Code. Provide plastic drainage membrane over sprayed, troweled, or rolled on Spray foam insulation by Icynene Thoroseal Foundation Mastic Damp biobased, EPS,www.icvnene.com proofing on all new foundation walls, as (All bathrooms and bedrooms to be manufactured by "Thero" or approved insulated for sound). equal. 1. Walls=R-19 U.N.O 07600 Flashing 2. Ceilings Provide a minimum of 2'0" vertical (Cathedral or Flat)=R-30 flashing at junction of roof to walls typical. 3. Roofs=R-30 All metal flashing to be 16 gauge lead 4. Floors coated copper unless noted otherwise. (over unheated space)=R-38 Flash as indicated on drawings and provide for proper roof drainage. 07300 Roofing All steel beams, steel plates, and steel lintels to receive fabric flashing. Flat roofs use single ply glue down rubber roof with ballast as manufactured DIVISION 08 by Firestone Building Products Company or approved equal, U.O.N. (Split sheet roofing shall not be used), 08000 Doors, Windows color black, install as per manufacturers' specifications. Install as manufacturers 08000 Doors: Refer to Door Schedule details on walls and parapets. Provide flat roof vents at all flat roofing.. Narofsky Architecture 12 ISSUED FOR BUILDING PERMIT 10/05/09 a • FAGIN LANDAU RESIDENCE 0818 Owners' door handle hardware to be Ceilings shall be finished with 5/8"thick installed by Contractor. gypsum board(U.N.O.) Exterior wood doors to be primed all All attached garages and areas around sides prior to installation. All exterior boilers and heaters shall be finished with doors to have metal interlocking 5/8"thick fire retarding wall board Type weather-stripping and interlocking metal III, Grade X, class taped and spackled saddles finish as selected. with 3 coats. Sand ready for paint. Contractor to verify finished flooring to All untiled wet areas such as around determine proper undercut. kitchen sinks, bathrooms, and powder rooms use 5/8" thick water resistant Refer to door schedule for door material. wallboard, Type VII Grade @ or X, Class 2. 08330 Garage Doors All tiled walls shall use 5/8" thick Does not apply. "Durock" base layer as manufactured by U.S. Gypsum Co., using Durock type 08400 Windows "P"joint tape. Windows by: Secure wallboard with 1 %2" screws @ Andersen. As indicated on construction 12" O.C. for ceilings and @ 16" O.C. for drawings. Finish to match existing. walls. • Glass to be low E • Hardware as selected Sound Insulation: '/2" Quiet Rock • Include screens -Drywall. Weight: 2.2psf. • All glass within 18" AFF to be tempered. Supplier to submit shop drawings for Metal Trim. review by architect prior to ordering. Under no circumstances shall windows Casing Beads: At exposed ends or where or doors be ordered prior to measure of the gypsum board ends adjacent to a field conditions & proper shop drawing different material on the same surface. approval. Corner Beads: At all outside corners, use flex-beads where the corner is curved. DIVISION 09 Edge Beads: Where gypsum board wall fmish is adjacent to a different ceiling 09000 Finishes material. Interior Finishes Jointing Systems: 09250 Gypsum Wallboard Joint compound by U.S. Gypsum Co. or Interior walls to be finished with 5/8" approved equal. thick gypsum board (U.N.O.) Type III, Grade R, Class 1. Narofsky Architecture 13 ISSUED FOR BUILDING PERMIT 10/05/09 FAGIN LANDAU RESIDENCE 0818 Use paper reinforcing tape at all smooth Determine: surface connections, and use fiberglass Locations of all movement joints before reinforcing tape at all interior corners. starting tile work. Locations of all accessories before Provide 3 layers of joint compound starting tile work. sanded to a smooth even fmish ready for - final finish. Lay out all tile work so as to minimize cuts less than one half tile in size. 093.00 Tile Locate cuts in floors so as to be least Install owner selected and supplied tile conspicuous. in the locations indicated on finish schedule. Align all wall joints and floor joints to give straight, uniform grout lines, Comply with ANSI AA 1082 and the parallel with walls. "Handbook for Ceramic Tile Installation" of the Tile Council of Lay outall work accurately, America. symmetrically and consistent and true. Work shall be completed free of any Install tile with "Durock" ceramic tile marks, scratches, dents or other mastic, on Durock tile backer boards imperfections. Any defects due to (wonderboard), both as manufactured by improper workmanship or imperfect U.S. Gypsum or approved equal. materials shall be corrected to the satisfaction of the designer. Upon Note: Tub platforms, shower walls and completion of the installation, suitable ceilings,tub surrounds. protection for completed areas shall be provided. Any damage resulting after In wet tiled areas use "Durock" latex work has been protected shall be the fortified grout, color to be selected, responsibility of the contractor to verify with owner. remedy. Report all unacceptable surfaces to the The contractor shall provide suitable Architect and do not tile until they are protection for any vertical surfaces that leveled or strengthened. may be damaged during floor installation. Follow grout manufacturers recommendations as to grouting Contractor to follow manufacturer's procedures. latest specifications and guidelines and shall be considered part of these Rinse the work thoroughly with clean documents. water before and after chemical cleaners are used and polish surface with soft cloth. 09900 Painting - (Not In Contract) Layout: Provide paint and paint material of "Premium grade products". Paint Narofsky Architecture 14 ISSUED FOR BUILDING PERMIT 10/05/09 FAGIN LANDAU RESIDENCE 0818 products to be delivered to job site in done. Do not proceed with the work original containers and packages bearing until satisfactory conditions have been manufacturer's label. met. Except where otherwise specified, Prepare surfaces to receive paint in comply with Federal Specifications accordance with the manufacturer's FSCCC-W-408 Type I, II and III., instructions. Thoroughly clean of grime, grease, dirt, loose material and other For maintenance, leave on premises not substances that may interfere with less than one gallon of each color tightly proper adhesion of paint. Paint dry sealed and clearly labeled containers. surfaces only. Provide sufficient quality of drop cloths Fill dents, cracks, hollow places, open and take necessary protective measures joints and other irregularities with a filler to prevent spray, splashing and suitable for the purpose and, after droppings from fouling adjacent setting, sand to a smooth finish. surfaces. Mix materials thoroughly; strain if Do not paint when air is dust-laden or necessary, before using., Do not when weather and temperature adulterate ready-mixed materials except conditions are unsuitable. Maintain in accordance with manufacturer's temperatures within the space at a printed instructions. In no printed minimum of 60 degrees F. during the instructions appear on the container; painting and drying periods. Comply obtain this information in writing from with Manufacturer's recommendation manufacturer. when they are more stringent with respect to application temperature. Paint access doors, plates, panel boxes, • convector cores, registers, exposed Use premium _grade materials as prime painted hardware and the like in specified. colors as selected. Use Products of the same manufacturer Apply materials with care to a uniform for succeeding coats. Where red lead and proper film thickness, showing no paint primer is used, subsequent coats runs, holidays, sags, crawls or other may be the product of another defects. Apply with a minimum of brush manufacturer. marks. Finish surfaces shall be uniform in sheen, color and texture. Colors, texture and degree of luster will be selected by the designer. Tint prime Allow coats to thoroughly dry before and undercoats approximately to the succeeding coats are applied. Allow a shade of the final coat but with sufficient minimum of 24 hours between variation to distinguish them from' applications on any one surface unless preceding coats. • otherwise specified by the manufacturer. Examine the substrate, and the conditions under which the work is to be ' Narofsky Architecture 15 ISSUED FOR BUILDING PERMIT 10/05/09 a. FAGIN LANDAU RESIDENCE 0818 Sandpaper undercoats on interior metal thoroughly and uniformly to provide a DIVISION 11 smooth, even surface for finish coats. Furnish competent technical assistance 11000 Equipment & Fixtures by the paint manufacturers on the job to ensure proper application of his material. Appliances supplied by owner. Confirm requirement for mechanical/gas/vent/ Repair, touch-up and refinish damaged electrical hook-ups as per manufacturers finishes and finishes unsatisfactory to specifications. Contractor responsible for designer. Refinish entire wall or area installation. where deemed necessary. DIVISION 12 All new and existing gypsum wallboard surfaces shall be painted as required in 12000 Furnishings the finish schedule. All gypsum wallboard surfaces shall receive (1) one Cabinetry coat of primer and (2) coats of finish paint. Submit all shop drawings for designer's Upon completion of work, remove paint approval. Shop drawings shall indicate spots, oil or stains from adjacent the materials and species, arrangement, surfaces not requiring painting and leave full size profiles or mouldings, entire job neat and clean to the thickness, clearance, assembly and satisfaction of the designer. erection details, applied finishes and surfacing, built-in hardware and DIVISION 10 necessary connections of work with other trades. 10000 Specialties All materials provided by the contractor shall be free of chipping, erasures, Railings: distress, harping, cracking, flaking, splitting or any other marring that would See architectural plan. All interior rails result in an uneven or damaged surface. to be in accordance with the both N.Y.S.B.C. and N.F.P.A. All woodwork herein specified shall be fireproofed in accordance with the Stairs—See detail on architectural plan. requirements of the local buildings codes and all other codes and requirements of Note: Manufacturer to provide shop agencies having jurisdiction. drawings prior to fabrication for architect's review. The contractor, before starting any work shall verify all dimensions and levels Fireplaces: given for work under this contract in conjunction with designer's drawings Outdoor wood burning fireplace by and details. Majestic. Model SB5400SS. Narofsky Architecture 16 ISSUED FOR BUILDING PERMIT 10/05/09 4, FAGIN LANDAU RESIDENCE 0818 All workmanship shall conform to all the applicable requirements of f the "Quality All exposed surfaces to be finished as Standards of the Architectural per designer's control sample. Woodwork Industry", such publication shall hereby be made part of this Confirm all equipment sizes with the specification by reference. owner prior to fabrication of all millwork. Assemble finished pieces in as large units as possible at mill, ready for The dimensions and required clearances erection, where necessary to fit at for all equipment & appliances being project, make ample allowance for installed in new millwork must . be cutting and fitting. coordinated with the owner prior to fabrication of the millwork. All surfaces to be machine and hand sanded. Leave free from machine or tool DIVISION 13 marks that will show through finish. Woodwork which adjoins gypsum board 13000 Special Construction or other finish shall be fitted and scribed in a careful manner so as not to injure 13080 Sound Attenuation any of the exposed surfaces. Interior walls, floors, and ceiling cavities All mortising, tenoning, splicing, around bedrooms, shall be filled with housing, special jointing, detailing, sound attenuation insulation. nailing, screwing and bolting shall be manufactured in a manner to compensate Contractor to install owners accessory for free play or panels to avoid swelling, items, i.e. towel bars, wall hooks, toilet shrinkage and to insure work remaining tissue holders, etc. as directed by owner permanently in place as intended to or Architect. avoid all splitting or opening of joints. DIVISION 15 Scratches and open joints shall be filled and touched up so as to be invisible. 15000 Mechanical Before demolition of any existing 15400 Plumbing Systems/Plumbing millwork, verify that new duplicate Fixtures. profiles can be fabricated to designers , specifications indicated on drawings. Complete sanitary drainage and venting Provide full scale shop drawings for systems conveying wastes from new designer's approval prior to fabrication fixtures and interconnecting to existing and installation. sanitary drainage and venting systems. Complete cold water distribution system Provide finish samples for designer's connected to all fixtures and equipment approval prior to fabrication and requiring cold water in new fixtures and installation. interconnecting to existing cold water system. Utilize existing feed. Narofsky Architecture 17 ISSUED FOR BUILDING PERMIT 10/05/09 FAGIN LANDAU RESIDENCE 0818 Contractor shall not install any work Complete hot water distribution system before first consulting with the Architect connected to all fixtures and equipment and his instructions (written or on requiring hot water in new fixtures and revised drawings) shall be followed. interconnecting to existing hot water system. All piping, etc. shall be completely tested'and approved by all authorities Plumbing fixtures and trim as supplied having jurisdiction before any by the owner to be installed by the concealment begins. plumber as per manufacturers' specification. The plumber shall be aware that all of his equipment, such as valves, traps, Note: Multiple shower head and hand clean-outs and other such apparatus may spray installations refer to be necessary to be reached from time to interior elevations. time for repair and/or maintenance accessibility shall be taken into Plumber to apply for and obtain and pay consideration. for all Permits, Certificates, Inspections and Approvals required in connection Provide in line filter to all feed line to with plumbing work. , mechanical equipment. The plumber before submitting his bid 15800 Mechanical HVAC' on the work, must'visit the site and - familiarize himself with all existing Modify existing forced air system as conditions. As a result of having visited required to accommodate new areas. the premises, the contractor shall be responsible for the installation of the For Guest Rm: Extend existing forced work as it relates to such visible existing air system at mudroom zone into new conditions. room. All work and materials shall be provided Laundry/Mud Rm: modify duct and ,as shown and herein specified and shall register locations as req'd. be in accordance with the latest applicable edition of plumbing codes, Den: install new circulator off of N.Y.S.H.C., N.C.O.H., N.F.P.A. and all existing boiler to new forced air zone. authorities having jurisdiction. Install new condensing unit, size as req'd. All vertical through habitable space. Contractor to verify capacity of existing All piping installed in finished areas boiler & AC system. If additional shall be hidden completely within capacity is required submit alt. proposal. ceilings, furred walls, soffits,pipe spaces etc. All piping to be as specified by Where complete concealment is equipment manufacturer. Main trunks to impossible because of obstructions such be galvanized with galvanized branches as beams, ducts, lights, piping, etc. The and flex as required. Install volume Narofsky Architecture 18 ISSUED FOR BUILDING PERMIT 10/05/09 FAGIN LANDAU RESIDENCE 0818 dampers in all branch lines. Install high Contractor shall submit shop and low returns as applicable. drawings prior to fabrication for Architect's review. Shop drawings All motors shall be tested for proper shall include register locations, operation after installation and wiring. schematic duct layout, equipment and locations. All dampers to be motorized. Provide heating and A/C in order to Maintain A.S.H.R.A.E. criteria for maintain temperatures and humidity as average noise curves for all equipment at follows: full load conditions. Outside Conditions All ducts shall be insulated with 2" one pound density screm. Tape all joints. 0 Degrees F Dry Bulb 95 Degrees F Dry Bulb All insulation materials, including jackets, facings, adhesives, coatings and Inside Conditions accessories are to be fire hazard rated and U.L. tested as per zone 732-flame Not less than 70 degrees F Dry spread 25 maximum. Bulb All ducts shall be insulated. Not more than 78 Degrees F Dry Bulb Supply Registers (Wall) to have double Approx. 50%Relative Humidity. deflection blades with face mounted manual air volume control, provide Providing that: baked enamel finished grille, color to be selected. Outside temperatures are not less than 0 " . degrees Fahrenheit wet bulb or more Supply registers (ceilings) to be square than 95 degrees Fahrenheit dry bulb. type with four way deflection capacity and face mounted manual air volume ' Outside wet bulb temperature does not control to be baked enamel, color as exceed 75 degrees Fahrenheit when selected. outside dry bulb temperature is 95 degrees Fahrenheit. Return Grilles to match type used for Any work to the heating system shall supply without air control device. comply with "N.F.P.A. 31 for Oil Fire dampers, transfer grills, and Burning." combustion air intakes all to be sized as per code, and as approved by the DIVISION 16 Architect for the location, style and finish only. 16000 Electrical Access doors to be installed as needed at Contractor to research all possibilities location approved by the Architect. for rebates from utilities. Narofsky Architecture 19 ISSUED FOR BUILDING PERMIT 10/05/09 FAGIN LANDAU RESIDENCE 0818 All electrical work as per National All outlets, switches and other type Electrical Codes and local authorities electrical control devices shall be having jurisdiction also to be fire installed as follows: underwriter approved. Electrical certification required for C.o.O. Receptacles: To match existing structure. Provide separate breaker boxes for each Switches and Dimmers: Mounted to floor dividing power by each floor. Use match existing control heights. All square "D" boxes and label all breakers incandescent circuits on dimmers refer and circuits. to electrical plans. Install smoke detectors and heat sensors Contractor to supply and install all so as to comply with New York State fixtures as indicated on plan and Uniform Fire Prevention and Building schedule. Codes. Upgrade existing electrical service (refer The electrician,shall install all fixtures as to plans for location). Supply and install indicated on plan and schedule. main distribution box, main distribution and all required sub-panels. Install Electrician to confirm voltage/wattage required in-ground piping, leaving capacities and incandescent/low volt/ adequate room for other utilities, i.e., florescent requirements in field with all telephone/cable to be pulled through by switches and outlets. others. ' Electrical Contractor to provide hook-up Install duplex receptacles as required by of proper size and type for all code in all affected areas whether appliances, plumbing and mechanical indicated on drawings or not. requirements. Provide power to exterior lighting in All fixtures, in the project area are to be rear. .,, lamped with the proper wattage bulbs. ' Audio All outlets adjacent to wet areas (i.e. bathrooms, kitchen, laundry room, etc., Provide power for audio at new to be G.F. I. Type. den/family room. All exterior outlets are to be recessed flush with face of stone. Contractor must verify all existing conditions prior to submission of the bid ' and report any and all existing violations or questionable circumstances to the code. Narofsky Architecture 20 ISSUED FOR BUILDING PERMIT 10/05/09 ""---. 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Volts 240 V Amps 50 amps Equipment Access Yes Pump 2 CD Stereo System Optional Upgrade Spas I About I Accessories I Owner Center I Contact ©Copyright 2007 Nordic Hot TubsTM I Terms of Use I Dealer Login http://www.nordichottubs.com/spas/escape-premium-r/default.aspx 10/21/2009 General Notes 1. *(CONTRACTOR TO INSPECT EXISTING STRUCTURE&VERIFY IT'S CONDITION. IF IT IS DETERMINED THERE IS SIGNIFICANT STRUCTURAL DAMAGE,THE CONTRACTOR IS REQUIRED TO CONTACT THE BUILDING DEPARTMENT AND ORGANIZE AN ON SITE REVIEW MEETING BEFORE ANY WORK BEGINS) V U z Q O m w Id) O V W I tii ALL WORK TO BEGIN BEHIND `V EXISTING POOL �1 r 42 p ! SIDE YARD SETBACK LINE Q� —I „_ — — • — — — — — ►u 'O i z I TOP OF BLUFF co 1 Itill LINE OF NEW WOOD DECK \ \_ STRUCTURE ON CONCRETE 1 % PIERS WI NEW IPE DECKING I F ��. FINISH / EXISTING ONE STORY FRAMED HOUSE TO c� r REMAIN *it/ � � o ' , . (CONTRACTOR TO INSPECT EXISTING r STRUCTURE 4 VERIFY ITS CONDITION. IF IT IS I ISSIGNIFICANT * � �� I� EXISTING POOL 4 I ( i DETERMINED THERE \otliSe STRUCTURAL DAMAGE, THE CONTRACTOR IS SURROUNDING PATIO TO I / REMOVED — J REQUIRED TO CONTACT THE BUILDING ` 4 4- n DEPARTMENT AND ORGANIZE AN ON SITE Q Of MO I I I I\ REVIEW MEETING BEFORE ANY WORK BEGINS) I I I It / NEW HOT TUB 1 1111 if:fi „ w/LOCKABLE COVER L — �l L LJ i I 1 (SIZE 4 EXACT , IiI I LOCATION TBD) I L J J 07 10.18.10 Re-issue to bldg dept - Rev. 1 Updated plans. NEW POOL 06 10.06.09 For Building Permit — , _ FILED UNDER SEPERATE _ 05 09.23.09 Client/Bldg Dept. Review � � \ PERMIT 04 07.14.09 Revised Trustee Drawings _ _ — — ._..- EXISTING DECK STRUCTURE TO 03 05.27.09 Trustee Application NI REMAIN, REMOVE EXISTING WOOD 02 05.15.09 Prelim Building Dept Mtg. � = PECKING AND INSTALL NEW IPE .. D RAILING 01 05.01.09 Client Review ._ No Date Issue in ,___ LINE OF NEW WOOD STEPS ON CONCRETE PIERS W/NEW IPE . DECKING FINISH I Ili e eEl - — p SIDE YARD SETBACK LINE A R C H I T E C T U R E X 0 V �` 0 227 East 24rd Street, 1st Floor CD Q - 111 New York, NY 10010 I - tO o e ? T 212.675.2374 F 212.675.2375 i in L4 X al PROJECT TITLE: 111 ° FAG I N / LANDAU ILLi zRESIDENCE . . \ 855 SOUNDVIEW AVE. --- ,Site PI 3 ' Dia oral- , MATTITUCK, NY 11952 'Scale : 1/8" = 11-0" "C' 51,0 0 Drawing Title: Site Plan Diagram -- V -- -- ECElly ED Job No: Drawing Number: 0818 • n r T 2 2 Scale: 118" = 1'-0" By: I,... BLDG TOWN OF SOU�NOID Date: 04.29.09 This plan is an instrument of service and is the property of the Architect.Any infringements will be prosecuted. I CONSTRUCTION NOTES: s SMOKE DETECTOR - INSTALL AS INDICATED & INTERIOR WALL FINISH: TYPICAL EXTERIOR WALL CONSTRUCTION: TYPICAL WINDOW MANUFACTURER: REQUIRED BY CODE I)5/5" GYPSUM BOARD (TAPE 4 SPACKLE THREE EXTERIOR WOOD DECOR PANEL SIDING BY TRESPA ORWl ANDERSEN 400 SERIES WINDOWS 4 DOORS WITH STORM COATS)ON EAST 4 WEST ELEVATIONS OF HOUSE. APPROVED EQUAL (COLOR 4 FINAL PATTERN TBD), ON 1/2" WATCH PROTECTION GLAZING, SEE PLANS FOR MODEL c , CARBON MONOXIDE DETECTOR, INSTALL AS 2) WOOD PLANK/BOARDS (TED) ON NORTH 4 SOUTH APA RATED CDX PLYWOOD ON EXISTING 2"X WOOD STUDS (TO NUMBERS. SEE SPECS FOR ADDITIONAL INFORMATION. INDICATED 4 REQUIRED BY CODE ELEVATIONS OF HOUSE (FINISH TED) REMAIN)W/ R-19 SPRAY-IN INSULATION (ICYNENE OR ALL UNITS WITHIN 18" AFF. TO BE TEMPERED. DEMO: APPROVED EQUAL), SEE INTERIOR WALL FINISH CONTRACTOR TO PROVIDE NEW (3)2X10 WOOD . CONTRACTOR TO 'ONLY' DEMO EXISTING WINDOWS, HEADER AT ALL NEW WINDOW 4 DOOR LOCATIONS. INTERIOR WALLS AS INDICATED BY DASHED LINES, INTERIOR SLOPED CEILING FINISH: TYPICAL SLOPE ROOF CONSTRUCTION: EXTERIOR WALLS ONLY AT NEW WINDOW 4 DOOR WOOD PLANK/BOARDS (TED)ON SLOPED CEILING General Notes METAL STANDING SEAM ROOF, SEE SPEC FOR MANUF.(COLOR LOCATIONS, PLUMBING FIXTURES 4 EQUIPMENT. EXISTING (FINISH TED) TED) INSTALLED AS PER MANUFACTURES SPECIFICATION, ON 15* STRUCTURE TO BE INSPECTED 4 TO REMAIN BUILDING FELT 4 ICE 4 WATER SHIELD,MEMBRANE AT ALL HIPS, 1. * (CONTRACTOR TO INSPECT EXISTING FINISHED FLOOR: VALLEYS 4 FIRST 3'-0" OF PERIMETER OF ROOF 4 EAVE, ON 5/8" STRUCTURE&VERIFY IT'S CONDITION. IF IT INTERIOR WALL CONSTRUCTION: EXISTING 2X WOOD FRAMING TO REMAIN,NEW 4" APA RATED CDX PLYWOOD SHEATHING, OVER EXISTING 2"X IS DETERMINED THERE IS SIGNIFICANT 5/S" GYPSUM BOARD ON EACH SIDE OF SUBFLOOR, Ii" MUD W/ RADIANT FLOOR HEATING TUBES, ROOF RAFTERS (TO REMAIN)W/ R-30 SPRAY-IN INSULATION STRUCTURAL DAMAGE,THE CONTRACTOR IS 2"X4" WOOD STUDS AT Is" O.G. PROVIDE 4 �„ (ICYNENE OR APPROVED EQUAL), SEE INTERIOR SLOPED REQUIRED TO CONTACT THE BUILDING MOISTURE RESISTANT "GREEN BD" AT ALL s FINISHED TILE (SEE WALL BASE/FLOOR DETAIL) CEILING FINISH DEPARTMENT AND ORGANIZE AN ON SITE BATHROOMS 4 CEMENTITIOUS BACKER REVIEW MEETING BEFORE ANY WORK BOARD AT ALL TUB/SHOWER LOCATIONS. BEGINS) r ' SIDEYARD SETBACK 1 / \ --- L INEI / r / / / / ALL WORK TO BEGIN > / / ` BEHIND EXISTING POOL / / / r / / / / LINE OF EXISTING POOL t0 I / / / \ REMAIN TO BE REMOVED / 7 / I .S)2X10 MICROS I-��.__„ hIj,i CONTRACTOR TO PROVIDE NEW • "\_, / /c, / // // / // 7 ---_,CONTINUOUS PRESSURE TREATED I ` ' / / / / WOOD LEDGER ALONG EXISTING / STRUCTURE FOR NEW WOOD DECK = // / / 1 // / _ CONSTRUCTION '' / / / / \ Co / / / / / / / / / / / / / / NEW 2'-0" x 2'-0" x 12" DP. / / // / / / J REINFORCED CONCRETE PIER / i //I I / / / / I T �3)2X10 MICROS / // / / illi / / / / / / \��wRED qRC / / / / <2-4. 14 0 i 1 _ _ / / / / / * / EXISTING BASEMENT TO EXISTING CRAWL SPACE TO / / ,t � 'r 1 / /1-- -\ / REMAIN (ELEV 56.13) // il REMAIN / / 1110 / / / / / / pF ENN y r3)2X10 MICROS I— -1 / / / // /' / I _JL _I / ;' // / / / // / / / / / / / / / / / / _ _t _ L_ _I \ R� rz / / / / / / / io I // // CONTRACTOR TO VERIFY / // // // 07 10.18.1Q Re-issue to bldg dept I r / / LOCATION OF EXISTING / / / / Rev. 1 Updated plans. (71 / EQUIPMENT AND / .`` / RELOCATE IF / / / / / EXISTING DECK STRUCTURE TO 06 10.06.09 For Building Permit L / / NECESSARY / / / REMAIN / / / / / / 05 09.23.09 Client/Bldg Dept. Review \ �� I—';3) 2X10 MICROS I— / / // / / / 04 07.14.09 Revised Trustee Drawings I 1 _1 L _ // / /1 / / 03 05.27.09 Trustee Application I / / // / // 02 05.15.09 Prelim Building Dept Mtg. / EXISTING FOUNDATION TOMAIN 01 05.01.09 Client Review RE w e e J / // / No Date Issue i 5'-6a" ,F#1 2'-6a" / �r I \ \ \I \ / 6l / I I :i / / l I / / • SISTER NEW DECKING STRUCTURE t0 EXISTING DECKING STRUCTURE J/ / l )2 10 ICROS L ` I �,fi \ ` ` � � � � � / ARCHITECTURE ` 227 East 24rd Street, 1st Floor / — ,i v - New York, NY 10010 o I T 212.675.2374 F 212.675.2375 zo I; I Q I I \ / PROJECT TITLE: • K " � FAGIN / LANDAU N +- Od a" DIA CONCRETE PIER e i STEPS (TYP.) / RESIDENCE lir � I (3)2X10 MICROS Fit-1 \ 1////11 855 SOUNDVIEW AVE. MATTITUCK, NY 11952 1 I (2)2X10 PRESSURE TREATED LUMBER FOR STAIR CONSTRUCTION a 0 (TYP.) co V U Co 0 PERIMETER LINE OF N DECK 10" DIA CONCRETE PIER W/ 24" Drawing Title: (�' FOOTING FOR NEW WOOD FRAMED ` ` t3)2X10 MICROS I• DECK (TYP.) Foundation Construction Plan si--- ______L7______ 6'-112" -- SIDEYARD SETBACK __ I LINE I Job No: Drawing Number: 0818 IScale: 1/4" = 1'-0" 1 By: A..2 -- , oLnoC t o Co'� struct io Flc Date: __ ,!5cale 1/4" = l'-0" 04.29.09 This plan is an instrument of service and is the property of the Architect.Any infringements will be prosecuted. I CONSTRUCTION NOTES: s SMOKE DETECTOR - INSTALL AS INDICATED & INTERIOR WALL. FINISH: TYPICAL EXTERIOR WALL CONSTRUCTION: TYPICAL WINDOW MANUFACTURER: REQUIRED BY CODE I)5/8" GYPSUM BOARD (TAPE 4 SPACKLE THREE EXTERIOR WOOD DECOR PANEL SIDING BY TRESPA OR Wl ANDERSEN 400 SERIES WINDOWS 4 DOORS WITH STORM co CARSON MONOXIDE DETECTOR, INSTALL AS COATS)ON EAST 4 WEST ELEVATIONS OF HOUSE. APPROVED EQUAL (COLOR 4 FINAL PATTERN TED), ON 1/2" WATCH PROTECTION GLAZING, SEE PLANS FOR MODEL INDICATED REQUIRED BY CODE 2)WOOD PLANK/BOARDS (TBD)ON NORTH 4 SOUTH APA RATED CDX PLYWOOD ON EXISTING 2"X WOOD STUDS (TO NUMBERS. SEE SPECS FOR ADDITIONAL INFORMATION. ELEVATIONS OF HOUSE (FINISH TBD) REMAIN)W/ R-19 SPRAY-IN INSULATION (ICYNENE OR ALL UNITS WITHIN 18" A.F.F. TO BE TEMPERED. DEMO: APPROVED EQUAL), SEE INTERIOR WALL FINISH CONTRACTOR TO PROVIDE NEW (3)2X10 WOOD CONTRACTOR TO 'ONLY' DEMO EXISTING WINDOWS, HEADER AT ALL NEW WINDOW 4 DOOR LOCATIONS. INTERIOR WALLS AS INDICATED BY DASHED LINES, INTERIOR SLOPED CEILING FINISH: TYPICAL SLOPE ROOF CONSTRUCTION: EXTERIOR WALLS ONLY AT NEW WINDOW 4 DOOR WOOD PLANK/BOARDS (TBD)ON SLOPED CEILING METAL STANDING SEAM ROOF, SEE SPEC FOR MANUF. (COLOR G e n e ra I Notes LOCATIONS, PLUMBING FIXTURES EQUIPMENT. EXISTING (FINISH TBD) TBD) INSTALLED AS PER MANUFACTURES SPECIFICATION, ON 15* STRUCTURE TO BE INSPECTED 4 TO REMAIN BUILDING FELT 4 ICE 4 WATER SHIELD,MEMBRANE AT ALL HIPS, 1. *(CONTRACTOR TO INSPECT EXISTING FINISHED FLOOR: VALLEYS 4 FIRST 3'-0" OF PERIMETER OF ROOF 4 EAVE, ON 5/8" IS STRUCTURE&VERIFY IT'S CONDITION. IF IT INTERIOR WALL CONSTRUCTION: EXISTING 2X WOOD FRAMING TO REMAIN,NEW 4" APA RATED CDX PLYWOOD SHEATHING, OVER EXISTING 2"X DETERMINED THERE IS SIGNIFICANT 5/S" GYPSUM BOARD ON EACH SIDE OF SUBFLOOR, 1? MUD W/ RADIANT FLOOR HEATING TUBES, ROOF RAFTERS (TO REMAIN)W/ R-30 SPRAY-IN INSULATION STRUCTURAL DAMAGE, THE CONTRACTOR IS 2"X4" WOOD STUDS AT 16" O.C. PROVIDE (ICYNENE OR APPROVED EQUAL), SEE INTERIOR SLOPED REQUIRED TO CONTACT THE BUILDING MOISTURE RESISTANT "GREEN BD" AT ALL 4 e" FINISHED TILE (SEE WALL BASE/FLOOR DETAIL) CEILING FINISH DEPARTMENT AND ORGANIZE AN ON SITE BATHROOMS 4 CEMENTITIOUS BACKER REVIEW MEETING BEFORE ANY WORK BOARD AT ALL TUB/SHOWER LOCATIONS. BEGINS) •eiv4:7:,, FI FX F12GMF Co A ABOVE 1 P4045SIDEYARD SETBACK EXISTING POOL TO BE REMOVED EXISTING STONE PATIO AROUND 2X10 PRESSURE TREATED FJ'S 6 L INE P5050c W9POOL tO BE REMOVED 16" O.C. g NEW DECKING AREA ON /0 A CONCRETE PIER FOUNDATION W/ IPE WOOD DECKING 4 RAILINGS / / '(TYP.) iOWE' `�1 GCXW145 I //i�� / SOWE .��Mk ro fi1AStE;- �\ALL WORK to BE 7irll / SEENTERIOR WALL FINISH iBEHIND EXISTING POOL 03 - `� NOT1)=_ FWG 336115 tit 1 I ' f MASTERZ B .' BEDROOM „„,,,_ CL / �' e'i 7\ 8- 0l \THROOM :\'\11----7::.L:/-111:11'.:17 /... 05 / / . ' `//ik , ,,.. - / iii 7FUJI-131611AL /---- @ai.„firti ../.. , / :4111-'-'.51.‘'. IFPS I ; / -NIH ALIGN I G`g��D #4 I ,Ii ; / CE e�' 30„red Y / DOUBLE SIDE FIREPLACE !RI 1 1111 . it" FWD 436115 �.: # ` fh I� / / ' / SEE INTERIOR WALL FINISH WI 4'. ,� NOTE Z) ft 436115 � I 1 1 \ L - NEW NOT TUB '!qr /� / LIVING ROOM w/LOCKABLE Iiii q 111611t:4-..i I /11 a KITCHEN • / COVER (SIZE 4 EXAC i / EXISTING FIRST MAIN FL. REFER TO SHOP DRAW( -4PR `. : LOCATION T=• I 1 MORE INFO < ; LEVEL TO REMAIN I I I / (ELEV 6352) L _ i,,, �,�> /FlIR / 0 Ressue tobg dept FWG 8011L O r 1 /J0/ NEW RIDGE BEAM EXISTING DECK STRUCTURE TO09 02.10.10 Revised Construction �� (2)2" x 12" LVL's w/ REMAIN, REMOVE EXISTING WOOD I / ,` / / 1/2" FLITCH PLATE ;', DECKING AND INSTALL NEW IPE 08 11.25.09 Revised For Pricing/Constru 1' S f; DECKING 4 RAILING REMOVE l XISTING WOOD 1 r;' / < CONTRACTOR TO REMOVE 07 11.12.09 For Pricing / Client Review w : pl,.; STEPS_ '!!► cn i / �i EXISTING WOOD FLOORING 06 10.06.09 For Building Permit / SEE INTERIOR SLOPED 05 09.23.09 ClienUBld Dent Review CEILING FINISH NOTE < SEE FINISHED FLOOR NOTE (TYP.) g P J NEW WOOD STEPS DOWN TO 0 ® ` / i 04 07.14.09 Revised Trustee EXISTING GRADE r .„FWG 436118 ,' / Drawings , „ , ,. .,. 03 05.27.09 Trustee A lication ./ / DINING ROOM PP co ' 02 05.15.09 Prelim Building Dept Mtg. �c�`I l W5 `� �- / SEE INTERIOR WALL FINISH 0 01 05.01.09 Client Review L A / / / WI � �� .. / NOTE I) FWG 806118 No Date Issue NEW POOLTri // - _-...- FILED UNDER PLUG 436115 �*Soo I SEPERATElilt j W2 „ PERMIT — AX451 / �.. / FWH31611AR / `W4 1 > ___-- L._ / / ,,..... WIVA 1 NEW DECK L VEL TO // FLEX FRAME 436115 ALIGN W/ EX T NG�DEGK ©� ABOVE o //FL16 D LEVEL • A-g WINDOW ABOVE �� ARCHITECTURE Wl y COORDINATE METAL ENTRY FWG 436115 227 East 24rd Street, 1st Floor ID n , , ,, OVERHANG W/MEtROPAN (TO MATCH ROOFINNew York, NY 10010 BRACKETED BAKG)TO T 212.675.2374 F 212.675.2375 D..______, EXISTING STRUCTURE NEW WOOD STEPS DOWN PROJECT TITLE TO EXISTING GRADE FAG I N / LANDAU RESIDENCE 855 SOUNDVIEW AVE. D triarion., MATTITUCK, NY 11952 gititilit ii4 Drawing Title: SIDEYARD SE LINE First Floor Construction Plan 1 I Job No: Drawing Number: 0818 IScale: 1/4" = 1'-0" ::e. 11oo Costrao Fl6r -- 11213 Scale le : 1/4" = 1'-0" 04.29.09 This plan is an instrument of service and is the property of the Architect.Any infringements will be prosecuted. NEW RIDGE BEAM REPLACE EXISTING CHIMNEY STACK 1 I►� � WITH NEW ONE TO MATCH �� ► 4p�� 11 1�� -4 101 , sle 1111 '~ 'y0 TYPICAL SLOPE ROOF CONSTRUCTION: i 1�'/ 1111 I y,,,��11 ,10 O - 1111► / - �I%►/ SEE CONSTRUCTION NOTES 1 ,�► ��,� _\j1►► 41►►\ 44 b jai COLOR TBD.NEUJ METAL UTTERS 4 LEADE '//',/11,1► �: , .Q \\ i,1,�1a/►, "445 i, , BATHROOM VENT General Notes 0%6 ENO `�►► 1 ��►� -•�� FINISHED GYP. BD 2X1fD PRESSURE CREATED FJ'S • • b'�►� ��►� =�� / � LEDGE HOPI HOPI �DF3 ■DF3 etillil\ INTERIOR WALL CONSTRUCTION: •. • 1. (CONTRACTOR TO INSPECT EXISTING 16" O.C. �' NEW DECKING AREA ON 1 _ SEE CONSTRUCTION NOTES _ dl STRUCTURE&VERIFY IT'S CONDITION. IF IT d CONCRETE PIER FOUNDATION W/ — �t 41 — IS DETERMINED THERE IS SIGNIFICANT IPE WOOD DECKING 4 RAILINGS ( TYPICAL EXTERIOR WALL CONSTRUCTION: / STRUCTURAL DAMAGE, THE CONTRACTOR IS (TYP.) NICHE SEE CONSTRUCTION NOTES / REQUIRED TO CONTACT THE BUILDING KITCHEN BY / DEPARTMENT AND ORGANIZE AN ON SITE LIVING ROOM A GUEST BEDROOM MASTER MASTER BEDROOM < REVIEW MEETING BEFORE ANY WORK REFER TO SHOP DRAWINGS FOR MORE ( TYPICAL WINDOW MANUFACTURER: 13ATHROd!' N BEGINS N ) SEE CONSTRUCTION NOTES LINEN 4 STORAGE N. INFO DOUBLE SPACE — TV SIDED FP 11 ' Y I I I NEW 1St FLOOR • I • 1 • 1 I NEW ,.� 's ,� E FLOOR I I -i- II ‘6 � `-•- 64.64 Celev) "' ------ -� - �, -._. — - 1 { ♦//1111/1♦/♦t♦/1111♦tt11111/•1/ ♦/tt•///////tt///1111//♦♦♦♦♦♦♦111♦♦♦1111♦♦♦♦ ♦♦1111111111111 , ♦11111111111111111111111111111 /11///111/1//1///111111//1111////111111/////11111////111/1/ 64.64 (elev) 1 I i 1 I lil 1111111♦♦♦♦♦♦♦♦11♦♦111111♦♦♦111111♦/♦♦♦1111111111111♦1♦♦ ♦ 11111111111 ♦1111♦♦♦11111111111111♦11•♦1111 1111111111♦1♦♦11111111111111111111111♦11111111111111111111♦ 1 EXISTING CRAWL SPACE TO REMAIN _ EXISTING CRAWL SPACE TO REMAIN - . ." " •- - - - - -•- - GRADE - - - - - - 6m.mm Celev) - GRADE I I I I .::... ,. � Cele 11`11— } ,; "� . v) ti. 2. . . �.,\.\�,t..............................\.�_\.�.\,�\�. ,.....,..,•.,..a.\.�.\.\.\,�,v\ 1.....11.1,.,..\.�.w\,�.\., \. . ., r EXISTING DECK STRUCTURE TO ;,..�.��`. \ ;: &:��V .` �.�� `��.. I I I I :.;; .EZr' :`:�i\:- I I >m��\�.�.�.�.�._ :�,,,•.v.u.\.\s:c:�a�.:l"' :.�.v.o.v.\,\\•\�. I I I REMAIN W/NEW IPE PECKING 4 I I \\ .. r_' 1 r ' , • RAILING TO BE INSTALLED L____J L____J .'`' EXISTING BASEMENT TO 5L- ItoI '� o Sem Ior REMAIN (ELEV 56.13) - - - - - - -y 4 - - , • - - BASEMENT EXISTING 2 � - - - — Scale 1/4" 11-011 - - — - — - - - - - - - - . . .1111:,...... �;..;. <.: _...,,:.,; . .. _ - - 56 13 lelev) ''` .' iii=� :`•�- :`��`��:�`' ? EXISTING FOUNDATION TO REMAIN (CONTRACTOR TO INSPECT IT'Sell _____ CONDITION) / �© SIDEYARD SE I LINE ^- �,5� i to ino Sec- io Scale : 1/4" = 11-0" \ lit / TYPICAL SLOPE ROOF CONSTRUCT, SEE CONSTRUCTION NOTES / / NEW METAL GUTTERS 4 LEADERS, L�-� COLOR CBD. " GYP BD V • I / 2X4 DOOR HEAD 8" GYP BD TYP. BEHIND EXALL WORK �ING POOL EGN > 'Z' BEAD • WOOD BLOCKING / / ��`��ED AR 40-,.; , .11 �„ 'Z' BEAD REVEAL / / a�� REVEAL _ --IN .-17,31 -IN -' 1 / IN / /�'_� �,/ / 398 PE. ` _ or NE -1'�t —I� —I^�Y —Iv ��(�' y0 t zf ( WOOD DOOR FRAME TO WOOD DOOR FRAME TO4111* ` MATCH DOOR MATCH DOOR — I / // I i — 1 3i WOOD DOOR, SEE DOOR > / 0 / 1 4" WOOD DOOR, SEE DOOR a I SCHEDULE SCHEDULE _ WOOD DOOR STOP _ WOOD DOOR STOP _ \ . / / 08 10.18.'10 Re-issue to bldg dept / Rev. 1 Updated plans. I / 07 11.25.09 Revised For Pricing/Constru (, 0 0r rae # e0 0I ec i l ',Door 1 ro me kea o Detail / / 06 10.06.09 For Building Permit -' )Scale : 3" = 1'-0" \\. 5}Scale : 3" = 1'-0" / / 05 09.23.09 Client/Bldg Dept. Review HOT TUB 04 07.14.09 Revised Trustee Drawings (SIZE TBD) 03 05.27.09 Trustee Application I / / 02 05.15.09 Prelim Building Dept Mtg. I 01 05.01.09 Client Review / / No Date Issue WOOD BLOCKING AS REQ'D �" �\ 1411 1 1 FURRING STRIP, SUPPORT DROP y - / / CEILING AS REQ'D Z BEAD 1 / // / e` 8" GYP BD TYP. III �" GYP BD WOOD DOOR STOP " REVEAL W/ 'J' >--,--c, _. _ � 2X4 DOOR JAMB > - 1411 WOOD DOOR, SEE ARCHITECTURE BEAD -L warm -F, / / ! DOOR SCHEDULE -IN _` Q 227 East 24rd Street, 1st Floor �� 1-- - - / WOOD DOOR FRAME TO MATC New York, NY 10010 DOOR \_ 1 411 WOOD DOOR, SEE DOOR )N --- SCHEDULE - - / T 212.675.2374 F 212.675.2375 SCHEDULE �- 'Z' BEAD WOOD DOOR STOP /'/ j\-- WOOD DOOR FRAME TO / PROJECT TITLE: " REVEAL 1 =) ' 11 ' MATCH DOOR L / FAG I N / LANDAU moor i rc me pec o De.,c 1 1 ; CONSTRUCTION NOTES: s SMOKE DETECTOR - INSTALL AS INDICATED & INTERIOR WALL FINISH: TYPICAL EXTERIOR WALL CONSTRUCTION: TYPICAL WINDOW MANUFACTURER: REQUIRED BY CODE 1)5/8" GYPSUM BOARD (TAPE 4 SPACKLE THREE EXTERIOR WOOD DECOR PANEL SIDING BY TRESPA OR Wl ANDERSEN 400 SERIES WINDOWS 4 DOORS WITH STORM co CARBON MONOXIDE DETECTOR, INSTALL AS COATS)ON EAST 4 WEST ELEVATIONS OF HOUSE. APPROVED EQUAL (COLOR 4 FINAL PATTERN TED), ON 1/2" WATCH PROTECTION GLAZING, SEE PLANS FOR MODEL INDICATED REQUIRED BY CODE 2)WOOD PLANKBOARDS (TED)ON NORTH 4 SOUTH APA RATED CDX PLYWOOD ON EXISTING 2"X WOOD STUDS (TO NUMBERS. SEE SPECS FOR ADDITIONAL INFORMATION. ELEVATIONS OF HOUSE (FINISH TED) REMAIN) W/R-19 SPRAY-IN INSULATION (ICYNENE OR ALL UNITS WITHIN 18" A.F.F. TO BE TEMPERED. DEMO: APPROVED EQUAL),SEE INTERIOR WALL FINISH CONTRACTOR TO PROVIDE NEW (3)2X10 WOOD • CONTRACTOR TO 'ONLY' DEMO EXISTING WINDOWS, HEADER AT ALL NEW WINDOW 4 DOOR LOCATIONS. General N O}les INTERIOR WALLS AS INDICATED BY DASHED LINES, INTERIOR SLOPED CEILING FINISH: TYPICAL SLOPE ROOF CONSTRUCTION: EXTERIOR WALLS ONLY AT NEW WINDOW 8 DOOR WOOD PLANK/BOARDS (TBD)ON SLOPED CEILING METAL STANDING SEAM ROOF,SEE SPEC FOR MANUF.(COLOR LOCATIONS, PLUMBING FIXTURES 4 EQUIPMENT. EXISTING (FINISH TBD) TED) INSTALLED AS PER MANUFACTURES SPECIFICATION, ON 15* 1. * (CONTRACTOR TO INSPECT EXISTING STRUCTURE TO BE INSPECTED 4 TO REMAIN BUILDING FELT 4 ICE 8 WATER SHIELD,MEMBRANE AT ALL HIPS, STRUCTURE&VERIFY IT'S CONDITION. IF IT IS DETERMINED THERE IS SIGNIFICANT FINISHED FLOOR: VALLEYS 4 FIRST 3'-0" OF PERIMETER OF ROOF 4 EAVE, ON 5/8" STRUCTURAL DAMAGE, THE CONTRACTOR IS INTERIOR WALL CONSTRUCTION: EXISTING 2X WOOD FRAMING TO REMAIN,NEW i" APA RATED CDX PLYWOOD SHEATHING, OVER EXISTING 2"X /8" GYPSUM BOARD ON EACH SIDE OFROOF RAFTERS (TO REMAIN)WI R-30 SPRAY-IN INSULATION REQUIRED TO CONTACT THE BUILDING SUBFLOOR, 1 MUD W/ RADIANT FLOOR HEATING TUBES, DEPARTMENT AND ORGANIZE AN ON SITE 2"X4" WOOD STUDS AT 16" O.G. PROVIDE 4 g" FINISHED TILE (SEE WALL BASE/FLOOR DETAIL) (ICYNENE OR APPROVED EQUAL), SEE INTERIOR SLOPED REVIEW MEETING BEFORE ANY WORK MOISTURE RESISTANT "GREEN ED" AT ALL CEILING FINISH BEGINS) BATHROOMS 4 CEMENTITIOUS SACKER BOARD AT ALL TUB/SHOWER LOCATIONS. I IC REPLACE EXISTING CHIMNEY STACK I I WITH NEW ONE TO MATCH TYPICAL SLOPE ROOF CONSTRUCTION: < TYPICAL SLOPE ROOF CONSTRUCTION: \ SEE CONSTRUCTION NOTES SEE CONSTRUCTION NOTES ,,_ \E UINDOW ��CH -OPE OF ROS \ ( EXISTING BOILER ROOM CHIMNEY TO i- ' REMAIN 4 TO BE CLAD IN METAL TO MATCH ( TYPICAL EXTERIOR WALL FINISHED ROOFING MATERIAL CONSTRUCTION: 'n it s SEE CONSTRUCTION NOTES ,, TYPICAL WINDOW MANUFACTURER: < TYPICAL WINDOW MANUFACTURER: SEE CONSTRUCTION NOTES \ \ SEE CONSTRUCTION NOTES 1 I / < BRONZE FILLER TO MATCH WINDOWS \N .v < LEADER TO MATCH FINISHED ROOFING 4 WRAP CORNER(TYP.) \ N MATERIAL 0. O ® WI O gWS\> ® WS . > c TYPICAL EXTERIOR WALL CONSTRUCTION: < < EXISTING DECK STRUCTURE TO / / SEE CONSTRUCTION NOTES ( • v i i;: 1 t !., ::: RAILING t0 BE INSTALLED 8 - i . - , , REMAIN W/NEW IPE D1=CKING • l • £D R ! E a ( NEW 1ST FLOOR I { j -.04, E1 I 1 I !1 ri - - - — - — - - - - - - - - - - - - - - NEW 1ST FLOOR G�i r - - ., ' , t•` _ _z. + �, 4.64.64 (elev) - - a��_-s _aw� Q ^ c" „. , 1 , , 1 . . - - . . 64.64 (elev)• • -�-.- -� _ �-� - . GRADE . , . . , . . • , • r t.-. if . . . . . • , • EXISTING DECK STRUCTURE 01 — - - - - - - - - - - - - - - - ` { GRADE I�� TO REMAIN I I 6( .mm Celev) �lr • • , < EXISTING FOUNDATION TO REMAIN I I I I E OF MEw r0�` i El I7 1 • --- --- (CONTRACTOR TO INSPECT IT'S • CONDITION) L - J L_ - J I ` ` , i 6, EXISTING BASEMENTXEMENT - - — - Vii- - - - - - - — - — - - - - — - - - GB - - - 56.13 (elev) - — — — — 09 10.18..10 Re-issue to bldg dept Rev. 1 Updated plans. jj /° l v G ® - West l e v C t J o,e 08 11.25.09 Revised For Pricing/Constru I Sca Ie : 1/4" = 1'-0" _ 07 /Sca Ie : 1/4" = 1'-0" 2 11.12.09 For Pricing / Client Review 06 10.06.09 For Building Permit 05 09.23.09 Client/Bldg Dept. Review 04 07.14.09 Revised Trustee Drawings 03 05.27.09 Trustee Application 02 05.15.09 Prelim Building Dept Mtg. 01 05.01.09 Client Review I, ,I I K REPLACE EXISTING CHIMNEY STACK No Date Issue WITH NEW ONE TO MATCH < TYPICAL SLOPE ROOF CONSTRUCTION: SEE CONSTRUCTION NOTES E TYPICAL EXTERIOR WALL �- . :,-Ewr = ,:! --. ,. CONSTRUCTION: WI �-��ME SEE CONSTRUCTION NOTES WINDOW~•y��tGH D , SLOPE OF R.' TYPICAL SLOPE ROOF CONSTRUCTION: e TYPICAL WINDOW MANUFACTURER: r' SEE CONSTRUCTION NOTES SEE CONSTRUCTION NOTES W4 in no ., ilk , SEE Ex I:\ . . , _. rn COORDINATE METAL ENTRY OVERHANG W/ COORDINATE METAL ENTRY OVERHANG W/ METROPAN (TO MATCH ROOFING) METROPAN (TO MATCH ROOFING) BRACKETED BACK TO EXISTING STRUCTUR A R C H I T E C T U R E BRACKETED BACK TO EXISTING 227 East 24rd Street, 1st FloorITEI48� New York NY 10010 J �` TYPICAL EXTERIOR WALL ' \ BRONZE FILLER TO MATCH WINDOWS \ \ CONSTRUCTION: T 212.675.2374 F 212.675.2375 \ 4 WRAP CORNER (TIP.) / W2 \ \\ Wl SEE CONSTRUCTION NOTES WS \ ® ® 0 ® 0 WI / \ / W3 \ O TYPICAL WINDOW MANUFACTURER: PROJECT TITLE: ( / O NEW 2X10 MICRO'S WOOD DECK SEE CONSTRUCTION NOTES /' r �l „ _„ ,_ AG I N LANDAU IPE WOOD • „_, u -� °t-`-�-~-Y DECKING 4 RAILINGS I I' �- :, PIER FOUNDATION W/ �- � ,- �-; �- ,-:-� r 3 ' 4! ' i �.\\ i ! Z ii EXISTING ELECTRICAL METER ''! ! ! ! 1 ; RESIDENCE TO REMAIN I ! !! - a !I 1 I 1 `\ �\ I i II NEW 1ST FLOOR i !; ; , ,, 855 SOUNDVIEW AVE. -_ ___.-. . .4_ ------ .�_ - r _ NEW IST FLOOR IiII k ` : ice:- -. ---._. 2--L r -.rt-1 ! ! i - . _ -.^-F, tet'. J t -h-..'-F`..`�� {-� c`-! i'-.t !'-."-`� ^^^+.f Y-!_ 64.64 (elev) 1p II B II II E �f 3 _ ' _ ' i ' \. 64.64 (elev) MATTITUCK, NY 11952 : i • • • , GRADE • n 1 \ GRADE i „ ' � 6sa.(I�sa (elev) ! \ . N. `r 6:0.,00 (elegy) :\ EXISTING FOUNDATION TO REMAIN I I I I • • \ \ < - EXISTING DECK STRUCTURE TO 1 . : ! 1 : ! (CONTRACTOR TO INSPECT IT'S �U-1 �u-1 ! 1 , REMAIN W/NEW IPE DECKING 4 ;; CONDITION) L - J E - J • RAILING t0 BE INSTALLED - : 1 DrawingTitle: - - - - - - - - - - - - - - - - - - - - �EXISTINGBASEMENT - - - - - - - - - - - - - - - - - - - - - - -� ! .. _ EXISTING BASEMENT 56.13 (elegy) - - 1 ! 56.13 Celev) Elevations — < EXISTING FOUNDATION TO REMAIN -- (CONTRACTOR TO INSPECT IT'S -- CONDITION) l S tC lev - o I Job No: Drawing Number:r:', . 'Scale : 1/4” = 1'-0" Scale : 1/4" = 1'- 0818 Scale: 1/4 "= 1'-0" By: Arz 5 __ Date: 04.29.09 This plan is an instrument of service and is the property of the Architect.Any infringements will be prosecuted. _,, • 3flDENCE c. A ( N 111 i „,...., ( E_____. • 8 1 .. .) _ , ., i 4" r 1 ' C G *' NJSuFUGTEEDri .; 55 3 • t NJHJ \/ EIEVV VflAU H _ 1195 Z SITE PLAN — BASED ON SURVEY PREPARED BY JOSEPH INGEGNO W/ NAROFSKY ARCHITECTURE DESIGN 1 " = 20'-0" ZONING INFORMATION — SECTION 94 BLOCK 1 LOT 7 DISTRICT R40 S O UND ° ' o" E AREA = 31 772.62 sq. ft. ALLOWABLE LOT COVERAGE ISLAND N 67 57 3 Lr Oi� GAREAOFSITE - 31,772SQ. FT. `' E „ 75.57 20.84 TIE LME ALONG (TO TIE LINE 0.729 ac. ALLOWABLE LOT COVERAGE 20% OF 31,772 = 6,354 SQ. F.T N 78°09'14"N 65°37'37 E WOOD APPARENT HIGH & BULKHEAD) TIE LINE ALONG 2 H6 "TER LINE EQUALS TIDAL.W Inc."pN FEBRs As UAR( 8. 2••� STEPS WATER MARK APPARENT HIGH DETERMINED BY EN-CONSULTANTS, WATER MARK '.S '"„ APPARENT HIGH ATER MARK ALONG WOOD BULKHEAD a, T-a :3 i PROPOSED LOT OVERAGE . r :% <, —Jt� ZONE VE (EL. 13) NOTES: r� ZONE X 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM 3,474 SQ. FT. 0 FOUND CONC. BOTTOM OF BLUFF d'1� mom —12 MON. 1.8'E. - -� -- - N EXISTING ELEVATIONS ARE SHOWN THUS: 50.!0 = LINES ARE SHOWN THUS. 50 " vE EL ,5) -"- - FLOOR AREA PROPOSED HABITABLE FLOOR AREA ALLOWABLE HABITABLE FLOOR AREA EXISTING HABITABLE —J�, v O Gil. GARAGE FLOOR , _ � ----""-"-- � �- 1 NO RESTRICTION AS LONG AS LOT 1ST FLOOR - 1 105 SQ. FT. 1ST FLOOR - 1,105 SQ. FT. ZONE X :_:::—:-. � `..._ _.� - 2 COVERAGE IS MET TOTAL - 1 105 SQ. FT. TOTAL - 1,105 SQ. FT. .. - of ..._-._____ - -___.,� � T.a. - TOP OF BULKHEAD , BOTTOM OF BULKHEAD - ___ — ��:��` --..�_�� TOP WALL l - " ::_ N �- �g S.W. ALLOWABLE BUILDING AREA EXISTING BUILDING AREA PROPOSED BUILDING AREA .._--~- � - -- �. BOTTOM OF WALL 2. FLOOD ZONE INFORMATION TAKEN FROM: - __- " NO RESTRICTION AS LONG AS LOT HOUSE - 1,196 SQ. FT. H•U - 1,196 SQ. FT. 0 __-------- _ -.;' FLOOD INSURANCE RATE MAP No. 3610300143 G COVERAGE IS MET PATIO - 761 SQ. FT. PATIO - 0 S•. F . ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); I l ' �'' `' LINE AS BASE FLOOD ELEVATIONS DETERMINED POOL 524 SQ. FT. POOL 570 S FT. R Q• _ �� HAZp D HAZARD 35--- %- �'Ji ` _ - ~"--""~ --) � re. `� `\7 OOASTAE ERcOp,STAE ERO51-5 1-g3 ZONE X: AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPLAIN. DECK - 684 SQ. FT. DECK - 1,708 SQ. FT. __ ' SHOWN ON N0. gg_ ,,i PHOTO 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1 ,000 GALLONS. TOTAL - 3,165 SQ. FT. TOTAL - 3,474 SQ. FT. REAR YARD LAWN, LAND WARD I � i - -'w W„p"G \ �' AREA MAP, SIDE OF TOP OF BLUFF, TO BE I ��-- 'l � -:'-- �--- h`.. DECK � '�' 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7” DEEP REQUIRED SETBACKS EXISTING SETBACKS PROPOSED SETBACKS REMOVED AND REPLACED WITH = TOP °F BLUFF =� 4. MINIMUM LEACHING SYSTEM FORA 1 TO 4 BEDROOM HOUSE IS 300sgft SIDEWALL AREA. r �$ ill- �'''' '/ �`� ` II \ EXISTI I FOUND CONC. NON TURF' INDIGENOUS 0., :' r sr°Ni a MON. 0.5'E. 1 POOL; 12' DEEP, 8' dia. FRONT - 40'-0" FRONT - 173'-7" F:0► T 1 •'- " GROUND COVERAGE �� '` •� � `sr►~Ps ,, „, SIDE - MIN 15'-0” ONE SIDE SIDE - E:34'-0" W:19'-2" SIDE - E:18'-11" ,A : •'- " - i 'Is \ ,5; i5'` roN Y_, PROPOSED EXPANSION POOL AGGREGATE OF 35'-0" 53'-2" remain) AGGREGATE OF 38'-1" pan ,qac 5 AGGREGATE OF 5S - -- --_ -"" y-, NEW,y K ROW OF STACKED y F BLUFF - 19-6 lexis mg remain) �, ' y �\ .<,1Q, �` TOP OF SLOPE - 100-0 TOP OF BLUFF - 19'-6" •• - •• " �� ' Z O I �O its, C�° s�2pC��c e X00 WATER°LMEOM HAYBALES WITH SILT %-'- PROPOSED LEACHING POOL �'r I �° / d ejj." " 1 � *" `,�dc.,� fns EtOV HIGH \ RETENSION FENCE TO '' . •R "1 p, Q.Av c i w O 64 s , .� ' .- �,.. ._ g \ s-' BE INSTALLED PRIOR ALLOWABLE BUILDING HEIGHT PROPOSED BUILDING HEIGHT •*CO Z s�: s . , TiNi... ;� 1 / sr ca PROPOSED SEPTIC TANK 0 f= ` ,P R�cru Eck TO THE START OF 45 � CO 1.6'E. I EHEC RE W/ !►�1. r- n r n 3n,�•� KING NEW •,�•- CONSTRUCTION 35 0 TO MIDPOINT BETWEEN RIDGE 18-11 (EXISTING) IX LxLI '•' 38s `��1LJNG � '� �� 4 001 • i .� ill el 0 PROPOSED 8' DIA X 8' DEEP DRYWELLS FOR ROOF RUN—OFF AND SOFFIT FROM NATURAL GRADE ,,yqr 15sa ya�� z g / '' ��EXISTING OUSE OF N E� J = m /k-�, o EX�srJNc • �'0° srCF 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD Q CO I r WOs . JSbu �a°N s OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. WALL mm f "°USF R FEli,„ Y }^ I Y�� i DRAWING SHEETS o.s'E. I ° l ALL NEW CONSTRUCTION 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND BACK FILLED • w TO BEGIN SOUTH OF (_ 19._Z 6,4,,,,,„,y- kl *1F EXISTING CONSTRUCTION WITH CLEAN SAND, IN ACCORDANCE WITH S.C.D.H.S: STANDARDS. T-1 CLIENT CONTACT INFORMATION, SITE PLAN, t, - -�- I SIDE YARD SETBACK 'J",a '' Y rpt- O: I; eor,N� to!". 38 'S`'•F - ZONING INFORMATION SIDE YARDSETBAC 1:Re I i L'1�•wQ owSFN ; �[-`-�ti �- I PROPOSED AREA OF NEW CONSTRUCTION T-2 SITE CONTEXT PLAN 08 12.06.10 Re-issue to bldg dept I �,mitt I c2t1+ ��+ Z, " ••° s . _NEW CONS RUC DN T-3 NYS BUILDING CODES, NOTES & SPECIFICATIONS Rev. 1 Changed new deck lay-out v 'y I t 7�i� "' T/', S T H0L / DATA A-1 SITE PLAN DIAGRAM 07 11.25.09 Revised For Pricing/Constru v dor, p, APPROXIMATE CESSPOOL '� `' ;,; LOCATION PER OWNER O p EXIST G GESSF'O• ilmmoriii..e.� `1�w '� _«�":"247;1 {, ,= I ,,,.. Ri _ ryOr \ TO BE REMOVED Z h\ A-2FOUNDATION PLAN 06 10.06.09 For Buildin Permit oil.. 0 ti)OZ o x 1- •� �` ` = _ - � 0 `� (TEST HOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 27, 2005 g�_ `- �;I A-3 DEMO / FIRST FLOOR PLAN 05 09.23.09 Client/Bldg Dept. Review / ///////:/ A-4 ROOF PLAN & BUILDING SECTION 04 07.14.09 Revised Trustee Drawings �"-;Fil / 11 :,-,,,,,,. NI -2:-.3:---V- :?---;.7 . . DARK BROWN LOAM GTL A-5 ELEVATIONS 03 05.27.09 Trustee Application f `l I BI HATCHED AREA INDICATES NEW 02 05.15.09 Prelim Building Dept Mtg. o Z 14:2-::-MA `_I. arYA•fi7 �.131WOOD FRAME DECK CONSTRUCTION: 01 05.01.09 Client Review n �, a BROWN SANDY CLAY CLZ o •SOK ' III SEE DRAWING A-1 FOR MORE INFO a ° ° 4 %Ir ,I: 4 No Date Issue ;In P _, 1 c- NEW LAP POOL w/LOCKABLE COVER mm 37 7' �/ \ I FILED UNDER SEPERATE PERMIT - t_i --.-- ~.;,L I EXISTING POOL ;` _;i 't . HEAr�R O'- �'� TO BE FILLED IN o ® : z 2 FILTER Un z ' � r‘ � � ,' 4, Lk PLUMBING RISER DIAGRAM . . PO a f" a ,„ LA KY I -�. o� ; tom' ARCHITECTURE & DESIGN IMS © O40 a i I / r-PR PALE BROWN FINE TO COARSE SAND SW 227 East 24rd Street, 1st Floor FENCE 1 ; EXISTING 4" VENT ROOF m n. j, Sz �° APPROXIMATE WELL New York, NY 10010 • TT -�� LOCATION T 212.675.2374 F 212.675.2375 r 1 Z 1 C� 'L •� 11• rn �/ �� O oaf « F EXISTING BATHROOM FIXTURES TO BE EXISTING KITCHEN FIXTURES AND Nk i n i FNcE, E •l gb • • REMOVED, NEW FIXTURES TO BE APPLIANCES TO BE REMOVED, NEW PROJECT TITLE: , INSTALLED IN NEW LOCATIONS AND FIXTURES TO BE INSTALLED IN NEW 0 • CONNECTED TO EXISTING LINES LOCATIONS AND CONNECTED TO FAG I N / LANDAU EXISTING LINES I ,V - 1 , i cy j g RESIDENCE •2.„„ %. ,q ' 1 to 17' _ 855 SOUNDVIEW AVE. /, NC r ,.. y° ONE GRAVEL --- g O s ,p,, PREPARED IN ACCORDANCE WITH THE MINIMUM 21- Z MATTITUCK, NY 11952 EST r 3 ! 0S'- STANDARDS FOR TITLE SURVEYS AS ESTABLISHED I J BLU °RNEWAY 'F b r �N BY THE L.I.A.L.S. AND APPROVED AND ADOPTED w 1 1 b "� Iv2" ,£Sr ti O 4 f Y4�` FOR SUCH USE BY THE NEW YORK STATE LAND 1 1 1 1 1 l 1 I , 1 I NENEW sYa oCf TITLE ASSOCIATION. 1 1/12 f KITCHEN DISH \/CGGIE �� .k "' L V MB W.C. L V WJC. IIS K WASHER SI\IK a, , 0 EES UNAUTHORIZED ALTERATION OR ADDITION I ` i `�f I W TO THIS SURVEY IS A VIOLATION OF I NEW! x SHOWER .r "• FIRST FLOOR Drawing Title: Ni Tas Oh *� IO SECTI❑N 7209 OF THE NEW YORK STATE I c:9 w - -p.,?_, 0 • EDUCATION LAW. O"E '‘-'-'99 �I 12 1 32.,:„.........--1Client Contact Info, Site Plan �,.i -• P = /� - COPIES OF THIS SURVEY MAP NOT BEARING 1 2" 2" 3 " +� �� `" — — THE LAND SURVEYOR'S INKED SEAL OR 1 2" 1/2" 1/2" —�C 0 Zoning Calculations 0 �``' �U�°MON. --�— EMBOSSED SEAL SHALL NOT BE CONSIDERED' '0' 3 3 gg O \ - / /��, a p G,, wA TO BE A VALID TRUE COPY. 1 2" 1 2" �' W; `_ �4 - :,�' s,-y.y 4 _ CERTIFICATIONS INDICATED HEREON SHALL RUN L�' 3.3.w. . g. P4.1f ONLY TO THE PERSON FOR WHOM THE SURVEY D r � � Y OVERH� WIRES `;7. 1 0 0% o 0 0 7 (" 0818 3 . • No.: Drawing Number: fj5 IS PREPARED, AND ON HIS BEHALF TO THE C.O. ISI 9 i,,,HA :��± TITLE COMPANY, GOVERNMENTAL AGENCY AND d� �- F. ND-.._ APRON ~��-- / 4 a WELL —�� `. ,. CONC. ON.t �� f y ' ? 1 < LENDING INSTITUTION LISTED HEREON, AND C.O. C.O. Sca e: �� TO THE ASSIGNEES OF THE LENDING INSTI- T.21�oW�)G"po��H_ _ As Noted �� — — !; S 61 =i , ` o o e x=4' �( T E TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. EXISTING SANITARY ;�, _ _ g ///►�\��N LJ CONNECT TO APPROVED LINE v EXISTING SANITARY LINE Date: `� o ` ^' ``" h� �-�E THE EXISTENCE OF RIGHT OF WAYS 04.29.09 CELLAR ' SOU AND/OR EASEMENTS OF RECORD, IF 1,..2L,.., an . are jM (ID r; a a 4 --�� ANY, NOT SHOWN ARE NOT GUARANTEED. t- ;;r��l?r-Y Zn-- (\rrr ---,t i,-'v Inrr nrcrer o . A.f. -.� wi., ce pr os l d General Notes 1. .(CONTRACTOR TO INSPECT EXISTING STRUCTURE&VERIFY ITS CONDITION. IF IT IS DETERMINED THERE IS SIGNIFICANT STRUCTURAL DAMAGE, THE CONTRACTOR IS REQUIRED TO CONTACT THE BUILDING DEPARTMENT AND ORGANIZE AN ON SITE REVIEW MEETING BEFORE ANY WORK BEGINS) I U a m 4-- tu to i N 1V Z O cC w ALL WORK TO BEGIN BEHIND rCa EXISTING POOL 1 , -I n I d l Ill •- - — SIDE YARD SETBACK LINE - - i e /¢0 I O COs TOP OF BLUFF D w , eco 1 I - LINE OF NEW WOOD DECK 1ll . . , ' STRUCTURE ON CONCRETE 1 , ' , PIERS W/NEW IPE DECKING ' FINISH r - -y' F REMAIEXISTIN ONE STORY FRAMED HOUSE TO I+ �EED q�,Cy,� 1 ' ! !! /' I f (CONTRACTOR TO INSPECT EXISTING 4/// r � il// /// /l % / STRUCTURE 4 VERIFY IT'S CONDITION. IF IT IS i1I ,1/4/l/- l// l//////1/// DETERMINED THERE IS SIGNIFICANT #EXISTINCx POOL I l '!IllI l//-I l/% Ili'!;llli STRUCTURAL DAMACxE THE CONTRACTOR IS scalp ,':' �SURROUNDING PATIO TO - J '//f/////il/////,l/,r'!`/,i i' STRUREQUIREDTUR L CONTACT THE BUILDING ' REMOVED 1 '/%////1„//11l/:p'l/// //Ili DEPARTMENT AND ORGANIZE AN ON SITE yp I i//' / //!//ilii i REVIEW MEETING BEFORE ANY WORK BEGINS) A E QR NEIN '•.''' ',„1/4/7///09/14//// iNEW HOT TUB L I / - !i L ///i,,/j j l///, ,////' C7w/LOCKABLE COYER '/' ; l'--//' ,// ,// (SIZE4EXACT I ' !I!//Ill!' !lil,ill/' LOCATION TBD) I //1'/iij/'- /////,////,,///,„//////, / , ij / 08 12.06.10 Re-issue to bldg dept _ I I L --I 0'/l iii/f�'////!//i//ill lip/////% Rev. 2 Changed : ' "'//// I/i/,1 /,I//i -ise to dg dept \ ill111111kNEui rj;j///!////i//,filii t i// ! — Rev. 1 Updated plans. _ - - ii ,li'/J////ll /f /%i,/l�.//� / 06 10.06.09 For Building Permit '''//'/117/4://-1// /„///`; / / — % , 05 09.23.09 Client/Bldg Dept. Review .,, /',///1/W/10/1/l j / 04 07.14.09 Revised Trustee Drawings - - 'I l I,%/i///`//// /////// EXISTING DECK STRUCTURE TO g ii,"' ii//iii/ ii,///,/!! REMAIN, REMOVE EXISTING WOOD 03 05.27.09 Trustee Application 2 j// /jj'l/i/ll// ij . CICING AND INSTALL NEW IPE ,//7`,///'//711/71,///1////,rill l//l,81, /// I//,;;/j///i/ /// ///l, //////,/:/'i;(i//11/11///" D , 4 RAILING 02 05.15.09 Prelim Building Dept Mtg. l///// li //////lillil ,illiii ,lI ,ll ,ll I/ ,l, ll' ;! ! ,ll -ll !l ,ll ;ll l %ii l!/I-/%i/;//i;1111///i.;jj//j/If;i!/ii;///j///I//;%j-i;///i./�i///;//,i`/ i,i/1/I ji/ /%f /i//jiij//1// 01 05.01.09 Client Review LINE OF NEW WOOD DECK /!i'/// ' I// /!i/'l/ /i //i 1// / `I!! /i /i ,I/ I/i - // ''//! !j//, l/1 /i /I !/ '/ // /' 1/0/`,1;///; ii ;// i1/ /i // i! /i/ /j/ ,/ ! i/ / , ! /;/' STRUCTURE ON CONCRETE ll/ll//,i 11 '`Illi;,! i;l/ ;l// li /l !. ! !; I !/ l/i , l l; ,%/`, , /;! / "Illl/// l/' lI! /j/ i-1 �I;f ,// ,,11,11 '/i-lri/m % ;ji;,j1111/ /,i/,;I,I;i //l No PIERS W/NEW IPE DECKING ;j i , , l 1 , 1' , r ' -, l I !!' -;!!.; /' . Date Issue FINISH . /l j l/ll !ll illi ll it`it//1/ l'll /Ill l/ill/ ,111 ,rill,illi ,111 jll ,,li pill�' 11 iii i i I ii' 1, ; ij , i' ;I i i ii i /' l !'/ lji ; `- lj''rli' i ,,j/, -/11,;;11`'///I;/, .1/ / ,ii /ji ji' /ij'' %/; /// //i //; 'j% ,/i 1///; // ,! ,'''''ill', rill;rill,/ll 'ill';/l/';Ilio,//'1//•/4/rill /,///,//1///1',/ ',// Ili-;ll/ Ilii l /! ii ;, ii li, 'ji li/ /i;/;l i/ -/ // i li ,ii j ,,j',;/i l!/; D . .- ...i , .., 1/,//// �I//j,�/! l'///,/i,,,,,,,,/ii i/%/',!,'l/Jf'!, /i,ii/i//i,,,,,// ;///l,,,,�'„,,, ,i'/!!/i/ to ,li 8 L., A\b,,i,.: 0 st(it,:;) M0ri . .: . ' 1 .1_ z _ _ 1 .= o \ SIDE YARD SETBACK LINE n to ARCHITECTURE 1 n U ; v U m _ Ili 227 East 24rd Street, 1st Floor I j ; - KV e z New York, NY 10010 � ; 0 ea cf) T 212.675.2374 F 212.675.2375 I lU i j - w o LLI PROJECT TITLE: o • Z co FAGIN / LANDAU RESIDENCE 855 SOUNDVIEW AVE. _,,\I51 t o Flan D I c c r a -- MATTITUCK, NY 11952 Drawing Title: Site Plan Diagram Job No: Drawing Number: 0818 Scale: 1/8" = 1'-0" By: Ara 1 Date: 04.29.09 • This plan is an instrument of service and is the property of the Architect.Any infringements will be prosecuted. 1 CONSTRUCTION NOTES: s SMOKE DETECTOR - INSTALL AS INDICATED (Sc INTERIOR WALL FINISH: TYPICAL EXTERIOR WALL CONSTRUCTION: TYPICAL WINDOW MANUFACTURER: REQUIRED BY CODE 1) 5/8" GYPSUM BOARD (TAPE 4 SPACKLE THREE THIN STONE VENEER 4 EXTERIOR WOOD DECOR PANEL SIDING W1 ANDERSEN 400 SERIES WINDOWS 4 DOORS WITH STORM ,s0 CARBON MONOXIDE DETECTOR, INSTALL A9 COATS)ON EAST 4 WEST ELEVATIONS OF HOUSE. BY TRESPA OR APPROVED EQUAL (COLOR 4 FINAL PATTERN WATCH PROTECTION GLAZING, SEE PLANS FOR MODEL INDICATED 4 REQUIRED BY CODE 2)WOOD PLANK/BOARDS (TBD) ON NORTH 4 SOUTH TBD), ON 1/2" APA RATED CDX PLYWOOD ON EXISTING 2"X NUMBERS. SEE SPECS FOR ADDITIONAL INFORMATION. ELEVATIONS OF HOUSE (FINISH TBD) WOOD STUDS (TO REMAIN) WI R-19 SPRAY-IN INSULATION ALL UNITS WITHIN 15" A.F.F. TO BE TEMPERED. DEMO: (ICYNENE OR APPROVED EQUAL), SEE INTERIOR WALL FINISH CONTRACTOR TO PROVIDE NEW (3)2X10 WOOD CONTRACTOR TO 'ONLY' DEMO EXISTING WINDOWS, HEADER At ALL NEW WINDOW 4 DOOR LOCATIONS. INTERIOR WALLS AS INDICATED BY DASHED LINES, INTERIOR SLOPED CEILING FINISH: TYPICAL SLOPE ROOF CONSTRUCTION: EXTERIOR WALLS ONLY AT NEW WINDOW 4 DOOR WOOD PLANK/BOARDS (TBD)ON SLOPED CEILING METAL STANDING SEAM ROOF, SEE SPEC FOR MANUF. (COLOR G e n e ra I Notes LOCATIONS, PLUMBING FIXTURES 4 EQUIPMENT. EXISTING (FINISH TBD) TBD) INSTALLED AS PER MANUFACTURES SPECIFICATION, ON 15" STRUCTURE TO BE INSPECTED 4 TO REMAIN BUILDING FELT 4 ICE 4 WATER SHIELD,MEMBRANE AT ALL HIPS, 1. "(CONTRACTOR TO INSPECT EXISTING FINISHED FLOOR: VALLEYS 4 FIRST 3'-0" OF PERIMETER OF ROOF 4 EAVE ON 5/8" INTERIOR WALL CONSTRUCTION: EXISTING 2X WOOD FRAMING TO REMAIN,NEW 4" APA RATED CDX PLYWOOD SHEATHING, OVER EXISTING 2"X STRUCTUREIS CTURE&VTRIFY IT'S CONDITION. IF IT DETERMINED THERE IS SIGNIFICCANT 5/5" GYPSUM BOARD ON EACH SIDE OF SUBFLOOR, Ii" MUD W/ RADIANT FLOOR HEATING TUBES, ROOF RAFTERS (TO REMAIN)W/ R-30 SPRAY-IN INSULATION STRUCTURAL DAMAGE, THE CONTRACTOR IS 2"X4" WOOD STUDS AT la" O.C. PROVIDE 4 �" FINISHED TILE (SEE WALL BASE/FLOOR DETAIL) (ICYNENE OR APPROVED EQUAL), SEE INTERIOR SLOPED REQUIRED TO CONTACT THE BUILDING MOISTURE RESISTANT "GREEN BD" AT ALL e CEILING FINISH DEPARTMENT AND ORGANIZE AN ON SITE BATHROOMS 4 CEMENTITIOUS BACKER REVIEW MEETING BEFORE ANY WORK BOARD AT ALL TUB/SHOWER LOCATIONS. BEGINS) \ — r ' SIDEYARD SETBACK I / L INE / 1 / ALL WORK TO BEGIN > / / \ BEHIND EXISTING POOL 1111111114‘ivieripit // \/ r \/ / /LINE OF EXISTING POOL TO 1 / / \ \ \ � � � � \ \ \ \ � � �_\REMAIN t0 BE REMOVEDttil .../.............../11 / / / , A KITCHEN WINDOW ABOVE / /EX / COORDINATE LOCATION / / / OF DECK HERE / 2x10 ACQ'DECK LEDGER, THRU BOLT / / / 9 16" O.C. STAGGERED w/ 1/2" HOT I , 19'-3/"+/- / / / / // / DIP GALV. BOLTS. / — / / I/ / / / 6'-3%s"+/- 13'-0" / / / / NEW 10" DIA. CONC. PIER 4 9_� 4 ° / / // / 1 // BELL FOOTING,MIN 31-0" BELOW ! / GRADE w/4 x 4 ACQ POST i i / / / / '-S --- - / / / E 2 " x x DP. / / 4 5/8 +/- 6/ 51-0" 6 / / / / REINFORCED CONCRETE PIER / J-- 4 SIMPSON POST BASE (TYP) LINE OF DECK ABOVE (TYP) 10"I'-0" / 1 / / 1 , EDGE OF DECK / // // 1/41 / / ABOVE F / / / ® / / I , I / ' / / / / / �, �•Cli (- — / / / / / c� ♦ i- Tor at. / ^ / / / / / `ItRED �RCy/7 (3)2x10 ACQ / / I // / IS- I h 1 u 1/ ill / / / �J / _ / w EXISTING BASEMENT TO EXISTING CRAWL SPACE TO c .:diNor O REMAIN (ELEV 56.13) / REMAIN M�' F i � _ /// // / / // / / s — I (3) 2x10 ACQ `v / / / / / / OF tvE'N yo e �, 1 f 1 — I 0 ��--e, - 0 / / / / / ' I1 I / / 1 I / / // / / 08 12.06.10 Re-issue to bldgdept 1 / p I ! / / CONTRACTOR TO VERIFY / / // / Rev. 2 Changed new lay-out;�, I ...-_ J I / / / / / — 9 deck I I I / / LOCATION OF EXISTING / / / / / EQUIPMENT AND / 'I I // RELOCATE IF / / / / 07 10.18.10 Re-issue to bldg dept LI —� ! / NECESSARY / // / // Rev. 1 U dated lans. '. (3) 2x10 AGQp Pe ' 4 / / / / // / EXISTING DECK :00456 10.06.09 For Building PermitL __ __ __ _.. __._ in 19 / / / / STRUCTURE TO REMAIN — 7_L / / / / / 09.23.09ClienUBldgDept. Review/ / / / / 07.14.09 Revised Trustee Drawings I // / // // // 03 05.27.09 Trustee Application ip 1 - " 4'-Il/8"+/- / ' , \ \ // / / / 02 05.15.09 Prelim Building Dept Mtg. / / / EXISTING FOUNDATION 01 05.01.09 Client Review NEW FOOLA NEW POOL t I-51-10"+l- \ \ J // // TO REMAIN No Date Issue SIL D ATE / WITH J_OCK4BLE COVER FILED UNDER �� . 'I / � � � \ \ � � � \ --- / / PERMIT — ,4J (3)2x10 ACQ I VERIFY LOCATION n .,' // / �,�/ —0—\--07 — OF OIL FILL EXTEND 0 / A D ' \ / AND PROVIDE / / ACCESSto / / -/-/-- - --/ -/ e° / \ j SISTER NEW DECKING io" 40'-0" 10" STRUCTURE TO EXISTING / /2 1:\ N...../ 4'-4" 37 -4 0 �? DECKING STRUCTURE -_ -- . / -- I I c3 ° 8/ i ---_ -- , / ARCHITECTURE ml I ' I 6,1 �� J 227 East 24rd Street, 1st Floor Q °♦ N �' \ TNe212.675.2374w York, 0010 212.675.2375 1 /;\ -_____________ `" Ani, I (3)2x10 ACQ F. (3)2x10 ACQ T-. 41 1 (3)2x10 ACQ �. -1 (3)2x10 ACQ F. —1 (3)2x10 ACQ j LINE OF DECK ABOVE (TYP) PROJECT TITLE: NEW 12" DIA. CONC. PIER w/ 4 x 4 ACQ — — — — — I I — — I— — — — I f \ POST 4 SIMPSON POST BASE L I— �J L —J L 10.4_n'„ 1 1 / NEW 10" DIA. CONC. PIER 4 FAG I N / LANDAU ON 21-6" x 21-6"x 12 DP 9'-0" 9'-0" 9'-0" I 9'_0" \ / / 6'-9%"+/- 3'-�"+/- / 1 BELL FOOTING,MIN 3'-0" BELOW CONC.FOOrG w/"5 REBAR EA. WAY 8" O.C. _ '� TIE-IN 3 PIECES OF REBAR INTO - -- - F --- GRADE w/4 x(i44)CQ POST 4 SIMPSON RESIDENCE PIER FROM FOOTING AND EXTEND J POST BASE 855 SOUNDVIEW AVE. REBAR IN PIER TO 2" BELOW TOP V V o NEUU DECK w • a/ / 1///// MATTITUCK, NY 11952 OF PIER (IO TYP.) 0 O n ° I .q e ! FOOTING MIN. 3'-0" BELOW GRADE I I 03 I I I o 9 I I @ / / j c/ LINE OF DECK ABOVE (TYP) a 0 I I 0 I / 6"I � (3)2x10 ACQ P. 7 (3) 2x10 ACQ F 7 (3)2x10 ACQ — — 1. (3)2x10 ACQ P \ �` 71F1 eo — �' Drawing Title: I 6.. I 9'-0" I I 9._0.. I I 9_0 I I 9'_011 !0 I 7'-15/8"+�- - ---- - - - — — i �yi ---- Foundation Construction Plan L. q. -- 1.1 4'-4" j 43'-�" -- - - --- J'-- -- _ - __________\ ----- / SIDEYARD SETBACK LINE -- 1Job No: Drawing Number: 1 0818 Scale: 1/4" = 1-0" _ ::e. FOo O'� Coa on F1 l O n - (, --1--__.---•, Scale : 1/4" = l'-0" 04.29.09 This plan is an instrument of service and is the property • of the Architect.Any infringements will be prosecuted. CONSTRUCTION NOTES: s SMOKE DETECTOR - INSTALL AS INDICATED & INTERIOR WALL FINISH: TYPICAL EXTERIOR WALL CONSTRUCTION: TYPICAL WINDOW MANUFACTURER: REQUIRED BY CODE I)5/8" GYPSUM BOARD (TAPE 4 SPACKLE THREE THIN STONE VENEER 4 EXTERIOR WOOD DECOR PANEL SIDING 21 ANDERSEN 400 SERIES WINDOWS 4 DOORS WITH STORM co CARBON MONOXIDE DETECTOR, INSTALL A5 COATS)ON EAST 4 WEST ELEVATIONS OF HOUSE. BY TRESPA OR APPROVED EQUAL (COLOR 4 FINAL PATTERN WATCH PROTECTION GLAZING, SEE PLANS FOR MODEL INDICATED REQUIRED BY CODE 2)WOOD PLANK/BOARDS (TBD)ON NORTH 4 SOUTH TBD), ON 1/2" APA RATED CDX PLYWOOD ON EXISTING 2"X NUMBERS. SEE SPECS FOR ADDITIONAL INFORMATION. ELEVATIONS OF HOUSE (FINISH TBD) WOOD STUDS (TO REMAIN)WI R-19 SPRAY-IN INSULATION ALL UNITS WITHIN IS" AFF. TO BE TEMPERED. DEMO: (ICYNENE OR APPROVED EQUAL), SEE INTERIOR WALL FINISH CONTRACTOR TO PROVIDE NEW (3)2X10 WOOD CONTRACTOR TO 'ONLY' DEMO EXISTING WINDOWS, HEADER AT ALL NEW WINDOW 4 DOOR LOCATIONS. INTERIOR WALLS AS INDICATED BY DASHED LINES, INTERIOR SLOPED CEILING FINISH: •; 5 pf PiO/E ,,- M11 l . / OTYPICAL SLOPE ROOF CONSTRUCTION: General r C l Notes eSEXTERIOR WALLS ONLY AT NEW WINDOW 4 DOOR WOOD PLANK/BOARDS (TED)ON SLOPED CEILING METAL STANDING SEAM ROOF, SEE SPEC FOR MANUF. (COLORLOCATIONS, PLUMBING FIXTURES 4 EQUIPMENT. EXISTING (FINISH 78D) TED) INSTALLED AS PER MANUFACTURES SPECIFICATION, ON 15* STRUCTURE TO BE INSPECTED 4 TO REMAIN 1. *(CONTRACTOR TO INSPECT C T EXISTINGBUILDING FELT ICE 4 WATER SHIELD,MEMBRANE AT ALL HIPS, STRUCTURE&VERIFY IT'S CONDITION. . IF IT FLOOR: VALLEYS 4 FIRST 3'-O" OF PERIMETER OF ROOF 4 EAVE, ON 5/8" ISDETERMINED THERE IS SIGNIFICANT WALL CONSTRUCTION: EXISTING 2X WOOD FRAMING TO REMAIN,NEW 4" APA RATED CDX PLYWOOD SHEATHING, OVER EXISTING 2"X STRUCTURAL DAMAGE, THE CONTRACTOR IS GYPSUM BOARD ON EACH SiDE OF SUBFLOOR, 1? MUD W/ RADIANT FLOOR HEATING TUBES, ROOF RAFTERS (TO REMAIN)W/ R-30 SPRAY-IN INSULATION REQUIRED TO CONTACT THE BUILDING WOOD STUDS AT la" O.C. PROVIDE (ICYNENE OR APPROVED EQUAL), SEE INTERIOR SLOPED a„ FNISHED TILE (SEE WALL BASE/FLOOR DETAIL) DEPARTMENT AND ORGANIZE AN ON SITE RESISTANT "GREEN BD” AT ALL CEILING FINISH REVIEW MEETING BEFORE ANY WORKBATHROOMS 4 CEMENTITIOUS BACKER BEGINS)AT ALL TUB/SHOWER LOCATIONS. ABO - - \ — m _• ile VE if*: ,ti.- frk 6 I //// P5 SIDEYARD SETBACK EXISTING POOL TO BE REMOVED EXISTING STONE PATIO AROUND P5050 LINE POOL TO BE REMOVED / clrlr 7 / /ir AY? 7/J, jl`..... `/ fr ' cGUEST BEDROOM I I / Cf X j W SEE INTERIOR WALL \ 7 NOTE I) BEDROOM 14 5II t'� SEE INTERG1l0asRsms- 2W)ALL FINISH NOTE :;/BAAT51-1TRO ti FINISH ALL WORK TO BEGIN 7 OabovBEHIND EXISTING POOL / / I / s ' / `\ P5°5° / 7 ' 1 W / Api !�,/ 1 ' / -_/ WG 33 6 115-I START DECK HERE `N' r _� - --�' Sj � - � y ;_ 0s1 / f . l, ! 01j 6COORDINATE LOCATION lit\--0 7 7 OF STRUCTURE BELOW 7 `'' / ! • iQ — FR ED A R� / , 2 8G 1 II jj % Irk� • '< 'F I T 131-0" ;;' / $ %THROOM 1 D • J � � �6' 3%" /- g,-0. 4-0 / fijI �i . 1 % 1 , 1 ! 1 / ;i\ f • 1 / . i FWH31611• JYI . I ' ! ! kr). 1598t ilia, I12 '0" / l2x10AG TREATED DECK JOIST %bA1f }nq -i /j " ,r\= 4 ,411111r6":141/ , , ; � 2/ / - i j i �t l �� II i fI J j / l AToy._, / Fo '+ I 13 I 16" O.C. NEW DECK AREA ON i I / iiI -- Q fl OF grade el 590 +/_ / / !CONCRET PIER w/IPE WOOD - j / _M-_,,I / I ' `�' / 4L/GA,/ � / % i i % / iDECKING RAILINGS (TYR) I % I1 % I I % I' I1 / fIii fji % j ; � f30eQ , / -NICHE ! l / • NEW HOT TUB 1fI ' I l6i ilgiIi / / / l ` i ! _� ` r' ; --4� ' ` I DOUBLE SIDE FIREPLACE I , , w/LOCKABLE i l I ; ' ` / 7 i1I ( J •) / r I r = I - ? f , 1 IfaI lI / I /, , 11/ j.,, Ij l / i , i IFkJC � /%l `_. t i // i1 / SEE INTERIOR WALL FINISH ////6/// I ! (LCSOOIZCVATRIOENXA7C► /11/1 e i il % % 1 l l; 1 i li 1I l i i l i fi i / i I jI / i jl jl % I / - 1 , '; 1 / • r / NOTE 2) LIVING ROOM FWC4361S1 11I iI 1 / 1 I IIVi % iBERM GRADE UP TO TOP OF POOL EDGE I i ! I • ii1' fi //1 `o ' " l i i ' / / 6I 11 / / fN 15C ' 11 1 l + / KITCHEN f % f f , ij ! ! 1 I iif % ") ! REFER t0 S • .• AFO ,\ „ 1 , / ! 1 EXISTING FIRST MAIN FL. ' I I l l l I I1 ! ii ' 1 % % i / ! / i % i Ii if / I i 08 12.06.10 Re-issue to bl d dept • IR I ' I < ! I I 1 i I j / / I l ! i ?1 I 1 I / I % j I t / / f j ! , , MORE INFO llIijjfl fs4 P$ Q / I / f ff ' • ' ' /; / 1 / LEVEL 70 REMAIN (ECFV 6352) iII1 ' % ' ' riiII/ j % 1i ` / ' i f / ! i l ii / i riI ' l - l j l ' i i If - f / f f '; riI j I Rev. 2 Changed new deck la y- o u t 10 0.18.10 Re-issue to bldg dept1, , ; //� NEWRIDGE BEAM � Iij ! ji • fi iif ilf / 5 / / / ijf / JI • Rev. 1 Updated plans._ - i pimD` ji / jIfi 0 1) J 1 1 ! I /%Ii ! / iI 1p - � ij % fI i % J / J % ` WI % 1 % / % l 1I I — EXISTING DECK STRUCTURE TO i / I ! l 1 l l I i / l l I f l N- ► 7'r - ' 1 (2)2� x 12 LVLs w/ 8061R % I i i i l 09 02.10.10 Revised Construction/ f , f 1 1 l iI ! , ` _ - I1 „ , l • ' 1/2" FLITCH PLATE / jrI / % l / l / ilii % / % / % REMAIN, REMOVE EXISTING WOOD I ` % II III I I/ i / il f % % % iI iI ii � , , - � 1 i ' / 1 IIIiIi IIi % / % DECKING AND INSTALL NEW IPE 08 11.25.09 Revised For Pricin /Constr uf / / - / _ r , i ii i iII % f % I i iI iI DECKING 4 RAILING 1 11 � / � r , % % % i • % l % i i l . ,-_ , • • ` • ffI• f f • % ii I / _' , ' r l I iI/iIiI ii , I I / % / !i , CONTRACTOR TO REMOVE 07 11.12.09 For Pricing / Client Review L - - e / / I / iI ' ,% / I / i / % /, / ! % / % / ji % / % %IJI % I jf i ` l i i ri I l I i I I i % I i 1 /I ` iilI / I ! I / Iii1ijil % I I WC '3161151 ;DW 1 `1 / L 1 • • • i - y / � SEE INTERIOR SLOPED 4i / f f lI % l % i % i iij I / / EXISTING WOOD FLOORING 06 10.06.09 For BuildingPermit% l I / l 1I Ii l / / // 4 / / i ! ! iiil / l %iil li 05 09.23.09 Client/Bldg Dept. Review i ! / i lI iI / % ii ii 1II / l % II / I licIk � ' VERIF UJB - 1CEILING FINISH NOTE < SEE FINISHED FLOOR NOTE (TVP.)–1II / / / / / / / / l1 , F dca i Ij j / ARCH ECT EXAa7 ; / I/ i /I/I/ iII II 04 07.14.09 Revised Trustee Drawings_ 1 Il / l / ! / l / l II / CF 0,4L SL%BE1,1016/ il -,•-:/L.:- LOC'TION OF ISLAND / / ; • l / Jf / / I / • / 1/ % / j / / / / tx`r 4 r'iov�E f / / ` ~_%r--T-- ' / DINING ROOM f / f i / % / / i 1 / % / j / j 03 05.27.09 Trustee ApplicationII1 / I / I / f Ii / / J1Ii ' % - . , / ( ij llIi / ji / i ! jPOOL COPING ) f' /I % I / % / If % i I /AC1 Esa� re�fIi / * c9-'/ � •• i / - i i f j j / j j f j j j % 02 05.15.09 Prelim Building Dept Mtg.• • i • ! j l 1 / l I / / 9 c ` , 1 I(7) % I ! i l % / l ! I i I Ii ! j Ij II f ; ! i � `Y`--- �/• l ; 1 r Ii i % I i % % i % iItil0 01 05.01.09 Client Review ALL WORK 70 BEGIN / % % i % 7 / / i 1 % / • SEE INTERIOR WALL FINISH / ' I / i i /lI11 I ! % / i i ! Il i I I 1\�' ; ------ / , FWG 80611R % i ! % % iI % i NOTE 1) / 1 / / % l i i / i No Date IssueNW FOOL NEW POOL BEHIND EXISTING POOL / 1 / l / l ! % j i1 / I % / 1 ii «II / j / % i / I ' j1I / / I1 jl I • fIi1ll Ij1f / 1 / F 436115 ; llll ' f�/ 63.5 / •l / I / / / / / /l l i • / I • I • i • % iIj- I % I IIIII •FILED UNDER I% f % % / l j I I I ' 1 hIO t , 1 i , i ' / ;1 I ! IlI i Il % If ! I / I % I iWIT� LOCKA�LCOVSEPERA7E r r 1 I Ij ! 1fliiirfI 1( /III ! / R MO E XISTG' / , r i klS l I % I j ` , i I ! I 1 fIi I I I I . IIfi IIilf IiPERIT — / 1 /jI I i I I / Ir1 ?AX451 1 IJ1 r f , J , -� I / 0SI ii / I i / l // / 11I I l ! l / / fjif1if / IIi11 ' I1li Y, / l / / ljI % II ' ii i % i/ , ! , i / , / , I , , , 1l ' I , ; i ' / ' fIliil % 1 1,, , / / , 1I / j / jIi % i / I % i %/1 / / / % l % % Il % ' F ' % / J ` 1 ®`' . , If / l % I /(�,% % i / r ' i , % l lIlil l % IIIJ % 611AR / I t �ii / i l , i l / 1i j i ! i J i l i 1 / 1 / 1 / 1 i / f ! iIII / % / i , IIII ;fIIi i i / l iINEWDECKEL 70r f ! Ii f iIfI l iL4iI l Ii j ! Ii1iffll ! 1 f FLEX FRAME/ % f ! i % r % •c i /FWG i /411i %f / i %Iil/lIi'f /f% % f R , iIABOVE� II Jl i i % i i �l J / Iil / % ALIGN LW EXISTING DECK%f�l�1l1 / La i` i 1i / Ii / / jj % % fiJ jl % 1� �'I I II Il iI / I lI II % I % i I % % l i I i , f 1LVEL i % Il 7 `j ` "i % ` WINDOW ABOVE % I f / i i / i % I- ♦ i / I % ' II llI l / i fif Ii Ii l % Ii �. ! 1 r1 I1 / 1 / / ! lI ! ! t i r i % 1 I ' % / % iIiI / % / iijif / I ARCHITECTURE , i iIIi iilI % l l ! l % lIl ; l / J , I % % i , i Ii / / iif ii Il i iI / I il / 1 / lil i / jI lI ' i fCOORDINATE METAL ENTRY, / FWG 436115I I / / 227 East 24rd Street, 1st Floor / 1I i 1 i1 / / / / I ! IIiir i l / 2 i1i i / i / i % 17 ! / / I ' % l / / % % II• / I / ' iI , / / I % / i OVERHANG W/METROPAN i % i ` / ` iiII f / 1j I / jj COVER ii / 1 i 1I / i / / II I / I / il I I / / / , / i , , , / f 1 I l ' 1 / 1f /1 / % I / % I (TO MATCH ROOFING) / / / / / / i / l / / i / I I New York, NY 100100 / / I I / fff / f / i ! 1Iii % ` '1 i 1 -' - -ice �rit 1�ffes Tm -7-F-7 7- rf� iri T ��T7%l% T- -- T,-7 I- , T--. - 7-1-7A7-1- 7—-1 ' I I % I j I i I I l i �0f / !l i ! I /BRACKETED BACK TO / 1 /% l / i ji f i i ii i i l i I I i i i I i i I i i i l i i i ' , 1 % / EXISTING STRUCTURE I ! % fI ! % I� I %� i % IIjiillI T 212.675.2374 F 212.675.2375J if i ! ii % ii ii ! IIiI I 1l Ii r ; !i Ij ii r 1 Iir iiii1l ! % ! % !,! ii ! i i iIIIi1iII I iiI % Ii I1 I / I / / Ifi I / Ii 1 / I / / IiI / III / Ij % % II % III I % I i ii / li % i %OUTSDE EDGE OF ' % / Ii Ii I / I / I I / I I ' / % r I i ! % / I / i ! i` i / i I / / / I I / - ( � ! 1 / i ii /i % iil I i il11 lIII / /II I / I l l % IIII / i//i / i / / / / / / / %I / / / fi ! l / l ! J / f % f % fPOOLWALL % I l , I i l i % f J ! I 1 i % f I • I • ! l • I I i i / 1 / l i iI l /I / , / Ill ! f % If % I % f 1i / % i i 'i i / i ii iil ! i PROJECT TITLE: / • j • f • i / ! ! • ! f / % I II / I i , Iij % % i / /f I %/ jf 1IiI % Il% IiIiI / ! fI % I I! ifi %/ I % IiIIIiI % IfI1If / i/ / ! jfjfjfII / Ili / I % / / /1% ! flJI! , iIJI ! It % I / / i IiIi / j / / / / / f % / % ' l I i , / IjII % % Ii % I / I I / i / i I I % / ii / I / , I % ' 1 III / i / III / 1Iji1I1ii 1iI1f1' 1111I1 % /li FAGIN / LANDAU, % I / I / f / I / / / % % ! iIiJ / % / fll / (1) / ill / , II / ,/,/ l / / Alli / / //// / IIII % Il / R i II ! i / i , / , / / / / / l / , / / / ,/flf / IIIII , / If �O iIIiii 1 / , 1 , i i1 % I/ f / I % / i IIIjf / jlfjI / ! jR % % IIIi / 1 • i / fi Il / ! / i / % N 1) p C{ / / lI i / l I I// I i / 1I , ' / / 1 /I /// III / i % / < 2x10ACQTREATEDDECKJOIST 1 % , jRESIDENCEiI% e ! li ilIltit f i f / i ! i % / I ! % it / i iI / II iIi l. N/ 1 / / ! I / J II ! I / i / I iI iI % I / II1 / l i / I li / 6 16" O.C. NEW DECK AREA ON i 1 ` % / l lflil i1 / 11 i // / / / J / f f f I1f `° , i i / / / l l i / i II iji / i / i j i j i j lJ j j lf i ll i i 11 r % r l 1 , 1 ! i 1i ! % I l I % i l I % % % % i I I I f % l I f % %36",� Railing' i 1i f I 7 I / • l ; i i Ii / % , % , / I / / I / , / l ! l / / 11 / IIIf / i / / / il / ( P)/ % I / l / iti / I1 / I / , I ; 1; if / / i % % I % ljj /, I / / % I/ f l TS - ' / ),1 % / jj6 /h Rat / i / j % jf f , / ! / ;j , I ' jI I / Ii / t j , I � - n , j , j / / I , / , / ,/ / , / / , / / t/ / • / ; / ;/'/; / • / i / I/1/ ' / j % / i / /; / Ijifl / / / /1 % ii / 1(typ.) Iffffffill % Il i illi / I I l ! f ! i i i ' l ! i ! I I i I I ! I , I IICONCRETE PIER w/IPE WOOD DECKING 4 RAILINGS (TYP.) / I , 1 f f 1 l / I • 1 i / Ifi i ! iIffff i / .� fi fi / ii f ; �� jI f ; /.illiiiib �� , / 855 SOUNDVIEW AVE. MATTITUCK, NY 11952 , , l , Iil / f , fjiilififlfl / , / , / , l / , / , / / , / , / , / , l / , / , / , / , / , / , / , / ,, / , / , IIIA1I % % III .A ii ;f / ! i % i % lIiii % ! iii / ! % lIII I ' / / / /l / / i fI / / / /i1l 1I iI % I / / Ii % i ' 3 ' 4„1I iili % % jJI I / j / If % i1I ! %/ /-/-1-!/---1- 1-1-J--; -/--; i -/ /- / I j / / l -t7-/ i I -1ij j ! Ii -iiiii �iIIAJ ` / IIII `�gig” fii % % % % f % liI / I ij % Iil fl i % % i il % / % I / /fl / f ` ! ljjfIfffIj ! / f II f1 fIJ / f I / I / Il / I i I1 / / I / / Jl II 1/ / / / / / / % JiI I / I/ jI / / / / / j% l / t j % f % Jf / / / Jt / 1 / 1/ / J / J / / / / II / / I / i/ / iIIIji / / / / ji / % f / j % jiJi I % % I % ifiI % % JII % % iI ! it l • I / jJtVItJi �/ I ! i lI i / / % / l / l / / () lJl / ! Jl1 / I , If1flflf % flflf1fll ' ftl t / il l ' 1Jlljil lll % f / 1 / / l1 lfl1 ll ' l j / / I / i jl fl .051DEYARD SETBACK , l / ll1 / I1 ' j ' i1 l • ijf / , ( 11 , 1 , 1 , l 1l1i , % , i , % , / , il1 / 1 / I / iLL1j1f11 / 1l1 / . 1jljIj / , 1 , 1 ,j1 ,j1I1I1Jlf / , l , / I / 1 lLINE I , I Drawing Title:-\ I 4-4 44'-0"+/- 41-1343"+/- First Floor Construction Plan I I Job No: Drawing Number: 0818 Scale: 1/4 " = 1'-0" ::e: ri3 I Icor CorlStrctJo Fl % -- Scale : 1/4" = 11-0" 04.29.09 This plan is an instrument of service and is the property of the Architect.Any infringements will be prosecuted. 1 7\ A./ %41 I 1 NEW RIDGE BEAM = ��► REPLACE EXISTING CHIMNEY STACK /jam, � I ff•��► WITH NEW ONE TO MATCH ►�► II Ifp�►� TYPICAL SLOPE ROOF CONSTRUCTION: i/1► f ►�� /i►► :44— SEE CONSTRUCTION NOTES ; -��►► ff��►�� /�►�/1►► / fI,,�/f�► ;____00-_-004101111111-11‘ �► Bamboo Wood Ceiling �6/►440490 , i\ thin Stone Veneer �---40► f410.-----.._ 4F-- NEW METAL GUTTERS LEADS '��► Metal Edge 441 I'•------ ��1�O COLOR TBD. --O thin Stone Veneer f11►� wraps around corner �;'I�►►► ��►►�,\ BATHROOM VENT �4�/,'►► fIf / 2'-0"+/- - ►��/►►► ff,�•� ',-ii-,--;. ,__ FINISHED GYP. BD G e n e ra I Notes / /•/►► -� �-� �-�� ``�: < INTERIOR WALL CONSTRUCTION: - , b/►► •- _ • 41% LEDGE 1. *(CONTRACTOR TO INSPECT EXISTING ■��■�il��■�1M�■� I SEE CONSTRUCTION NOTES l �� STRUCTURE&VERIFY IT'S CONDITION. IF IT 1 Bamboo above r-I_mai�_��_■ II _ — I� ttff� 2X10 PRESSURE TREATED FJ'S Window? Verify w/Architect MI ��w��Enr.� I') �il IS DETERMINED THERE IS SIGNIFICANT 16" O.C. m NEW DECKING AREA ON ■�� IN■��E■��I■�1 / r STRUCTURAL DAMAGE, THE CONTRACTOR IS Bamboo Wood Soffit / _�� ■�_ �� _ � / / Bamboo Wood Soffit REQUIRED TO CONTACT THE BUILDING CONCRETE PIER FOUNDATION W/ =� �� . • Aluminum Trim above Windows KITCHEN BY ��-'■ ��LIVING ROOM ■�� / / Aluminum Trim above Windows DEPARTMENT AND ORGANIZE AN ON SITE IPE WOOD DECKING 4 RAILINGS �� 10� GUEa,� Bi=DROd!i MASTER MASTER BEDROOM RI=FER TO SHOP m� aim- _ ��-0�m� TYPICAL EXTERIOR WALL CONSTRUCTION: REVIEW MEETING BEFORE ANY WORK (TYP.) m.o. Niche =.��■��.u�.... SEE CONSTRUCTION NOTES I BATHRO�!p1 N BEGINS) DRAWINGS FOR MORE ■� -- INFO ----- - --- ORAGE � i.t.�L. i ...r... ......._. ............. ...,......"1 ,-..--..__ URER. I _ - :._: I l ... i ""rr'3III ! " IinlTVSided FP : (+ TYPICAL WINDOW MANUFACT Ir 'T-�I I WIFE ril I I SEE CONSTRUCTION NOTES I ` I I f _ �� =� _ I I 1 —� I IIS I 1 I I �� II __ _-. . . -r - --- --� --� : s i_i,_. a... - - . -. _,.I _ I � r � ,�■ ' �NEUJ IST FLOOR I ' I i I I _ - ,-_- NEW 15T FLOOR i; 1 1111111♦11/♦11/111111////1111♦11 ♦111111///♦♦♦11/IIIc////♦tt♦//1111111/111111111111'/11111111y1 -__ 64.64 (elev) ________1,,•__ __ - - I I I I I f 1 i 11111111111111111111111111111♦ 11111111111111111111111/11111111111111111111111111111111111i� - --- - 11111111/11111111111111111/111/1111111111111111111111111/11111 11111111/t1111111/1t1/1111111111111111111111111111111/111/111111/111111111111111111111111/1/11111111111/111111/1111111�' 64.64 (e I ev) EXISTING CRAWL SPACE TO REMAIN EXISTING CRAWL SPACE TO REMAIN C' C '� nid✓ GRADE , °c` C°4;. :• . -- I GRADE,.' ' �60.00 (elev) I I �' s. . - , 4 . . ' 60.00 (el v)� .C9 CGL.... 7' ' O .(i " v`o " r�i✓J@ ,Z}=4.'j ;m)°'iiM�Qa , • , ,,'efv :` @` e.: w .o , ` ;i°° �°EXIStING DECK STRUCTURE TOiREMAIN W/NEW IPE DECKING 4 1 i I RAILING TO BE INSTALLED oino Section EXISTING BASEMENT TO ' 1 I 1 l — - - - - - - REMAIN (ELEV 56.13) - - 1-E - - — EXISTING BASEMENT I ` — — 'Sc1' �.: .tINII •r7'`:.-7( E I (elev) ale 1/4" _ - rikil •'3ia "`1-•r c' too "ii- c �°3 0 ( r 5613 /T II ' '� e ," i-( EXISTING FOUNDATION TO REMAIN (CONTRACTOR TO INSPECT IT'S — — CONDITION) / 0. © SIDEYARD 5E -- � i l � ro Section 1 LINE 3 'Scale : 1/4" _ / TYPICAL SLOPE ROOF CONSTRUCTION: 0 \ lit SEE CONSTRUCTION NOTES /l 1 / COLOR TBD. UTTERS 4 LEADERS, • i" GYP BDN VI " GYP BD tYP. ALL WORK ---) / 2X4 DOOR HEAD TO BEGIN WOOD BLOCKING BEHIND 5/�p2t� q c \ . / N. Z' BEAD \ X S7 NG POOL / / G .� M' �4 " REVEAL 'Z' BEAD \ 1 * 'XIV ilef * / / t..41111111r.- " REVEAL / / 64.7iir \ 0 / / --r-IH 1 I / i -I'`t = , -I'`Y / -I� S�11.,-.. . ,,,...„ , 9T f �(•s' . . r.,..„,._,,_, , WOOD DOOR FRAME TO I WOOD DOOR FRAME TO /� A / i i MATCH DOOR MATCH DOOR I / / ` 08 12.06.10 Re-issue to bldg dept I " WOOD DOOR, SEE DOOR 1 " WOOD DOOR, SEE POOR 1 Rev. 2 Changed new deck la out SCHEDULE SCHEDULE O / g lay - -out DOOR STOP _ WOOD DOOR STOP built in bbgl 11.02.10 Add Stone & trim to Section / 08 10.18.10 Re-issue to bldg dept �1/ / i , r// ,"4 Updated plans. J / l , / d / l' / / / /1//// r,///1 / Rev. 1 U a - I 11 i if, l i /l i 1 ' i / / lr'i l i l / ii i l / 07 11.25.09 Revised For Pricin /Constru � � f� fro l � l c � � � o I l Co� �fF r6 -re �C � t® � C I l , � ii l / // , / ,, / / /iii i / / , / / ii !/ g 06 10.06.09 For BuildingPermit iScale - 3" = 1,..0" C %Scale - 3" = 11_0" 1 i / / / / l / 1 t l / I I 1 it/ Ji/ /i / i/ /` / ; i/ i // / / /I /t// //// / I /ii 05 09.23.09 Client/Bldg Dept. Review \ , / / l / l / / / l i l i / / , / i /` /,/l / HOT TUB 04 07.14.09 Revised Trustee Drawings 9 1 l i i ! i ! i I i / (SIZE TBD) 03 05.27.09 Trustee Application I /1' %/ /I / / / /ii / / / / / /i / i / // % / 02 05.15.09 Prelim Building Dept Mtg. I ; l / // tl l / l ii l /' illi / / / / / 01 05.01.09 Client Review / %tl / / / l l l /' ii ' i" %� No Date Issue l l ` ; l li ' i` / l ,ll , , h it i / t l % It i % , / / i iii / i / l / WOOD BLOCKING AS REQ'D ✓ / i lit / / i / / i' i i I i / FURRING STRIP, SUPPORT DROP 'Z' BEAD / i / r l` i l i` / / , • / l' i / / /i ll' t I / / i !I CEILING ASREQ'D / i' l % i /t l / / l l 11 / l i / ii l l l / i l l i / / l It i / l " GYP BD \II T ii,„ III WOOD DOOR STOP % % / /" i l I` " GYP BD TYP. �, i/t illi Il/i I //, / i' l / 1 i I /i i` %' j / t / / /!, / �' I / A D 1.7\ : : : -. , L EuE - - 11 / I Ilt lI I ' l , i \ - i . , . / „ ,, . ,” REVEAL W/ 'J' �-� - i11 / i' l i l t l i i '` % / ' i 1 1 /t '` / ARCHITECTURE BEAD _E�� __ �' 2X4 DOOR JAMB > -� - 1 a WOOD DOOR, SEE 1•, t l , / / l / �, / i' ,/ /t /t l / i i' l / i` ' i _( / DOOR SCHEDULE r /' / / / / / / / it i , , / /t / it/ �' li -, - I/ i/ // / i / - / i / / / / / / / / /' / / // / ; "Q 227 East 24rd Street, 1st Floor WOOD DOOR FRAME TO MATCH i l 1 / / i i 1 / / DOOR / 4t / / // /l/ it ,;/ / i , / / / i / ill it/ ii / New York, NY 10010 14" WOOD DOOR, SEE DOOR )N / 1i//` l i i/ i / l / it/ I t l 7 / 5/i ,' / ir/ /i/ //II' / T 212.675.2374 F 212.675.2375 SCHEDULE ZBEAD l ( /\i / i / i 1 ` ii ,ii / / / / / / i i /. WOOD DOOR STOP y y -�-/ WOOD DOOR FRAME TO 1 / / % / // / /1 f l f fif 'f/•/ f(i / PROJECT TITLE: REVEAL 2" _r 14" MATCH DOOR 1/ i / / it / /1 / l• / l / l / ' r i •l i l i / //; / / / FAG IN I LANDAU If/ fit / 11 / i /i' / /il /liiiiji`' iiii� / !i , 00r more Hec o Deto I l --2oor r6me Jorio Deto i l , i ! / i / / / / i / / i� /" /' / 1 i % /i1 / RESIDENCE " = 1_ " \ .1Sca le 3" = 11-0" i / i, ' , Scale 3 1 Iy//1\,//1//// // /1////////1//1/ /1ill 1 I /` MATTITUCK NY 11952 / l l / / / / ,` / / / , Ji / lil/ i / I / /1/' l ll / r / / / , /t/ i/ 1/ / / /I / // / / / / / / / / II n 7 t7 --/-, -11 l l , / I it / it /I 1 i J / / /t STUD, SIZE VARIES, SEE PLAN li lI11 / I / %i// / //,/ / /' I / 1/ l / l // l 11 / /f, / / / li// /ill / 2 i� l • 1•/ i11 /// 1 /'/1 / '/' % '/111 / i' " GYP BD / / / / / / / ; i / / / 1 / it I / / t / %t / / ii Drawing Title: i ' it i'/ i /' l HORIZONTALLY MOUNTED ELECTRIC / it•/ 11/i /i/ iii / / iii / i /I/ / / / / / /` / 1 // 1 /' CABLE)OX (I.E. OULET, TELE, DATA, /I /// / / r/ /i/ / // /t/i / • //i// //% / /i it// //• / rl f/ / // / Second Floor Construction Plan / / / i • / •' / / /t i / / / it / / /` / it Green Roof Garden Construction Plan ® l i i 11 11 1 / l it 11 l i / ' _ � 'z' BEAD / l / 1 / l / / ii 1//' i" ii1 / il / / iii i / l / l / /l -- - % / ii i l / / , / / 1 i / ( ' / i / / /i / / / -- STUD RUNNER f / i / iii // /, l/ i %i'li / / / /f' //'l /' l // li' / l' li / /r, BOX ' ,/ / / / / / / // / /ii1 it i / / / // / / / / / / / / /1/ / / / / / / // / / it/ 'f tl ' l 1l t it l It Job No: Drawing Number: - i \ ,, / 0818 -�� i /l%/ / /I / /il• / / / •li •/ i ii ' i // y // / /' / i' /l i Scale: .:1`A �� 11 TI i / / % it % i / / /i / // / iii / / l t // / // %t / i 1/4" = 1'-0" • LE / / / / / / / / i / / / / / 1 / i / it / % / By: Ar.4 111 ' / / O O 111000.-"IIIIMI O O►� TUBED W/RADIANT l , . , ! t r / / 1 / ; 1 / 1 ;' ! i ! i i , , r i �- 11 SURF ooS �. De--- ail o o l L R Date: .�Sca 1e : 311 = 1 -�" I SIDEYARD SE =° 1 04.29.09 - LINE . 'ISca le : 1/4" = 1'-0" --- This plan is an instrument of service and is the property — of the Architect.Any infringements will be prosecuted. I CONSTRUCTION NOTES: s SMOKE DETECTOR - INSTALL AS INDICATED & INTERIOR WALL FINISH: TYPICAL EXTERIOR WALL CONSTRUCTION: TYPICAL WINDOW MANUFACTURER: REQUIRED BY CODE 1)5/8" GYPSUM BOARD (TAPE 4 SPACKLE THREE THIN STONE VENEER 4 EXTERIOR WOOD DECOR PANEL SIDING V21 ANDERSEN 400 SERIES WINDOWS 4 DOORS WITH STORM co CARSON MONOXIDE DETECTOR, INSTALL AS COATS)ON EAST 4 WEST ELEVATIONS OF NOUSE. BY TRESPA OR APPROVED EQUAL (COLOR 4 FINAL PATTERN WATCH PROTECTION GLAZING, SEE PLANS FOR MODEL INDICATED 4 REQUIRED BY CODE 2)WOOD PLANK/BOARDS (TBD)ON NORTH 4 SOUTH TBD), ON 1/2" APA RATED CDX PLYWOOD ON EXISTING 2"X NUMBERS. SEE SPECS FOR ADDITIONAL INFORMATION. ELEVATIONS OF HOUSE (FINISH TBD) WOOD STUDS (TO REMAIN) W/R-19 SPRAY-IN INSULATION ALL UNITS WITHIN 18" AFF. TO BE TEMPERED. DEMO: (ICYNENE OR APPROVED EQUAL),SEE INTERIOR WALL FINISH CONTRACTOR TO PROVIDE NEW (3)2X10 WOOD CONTRACTOR TO 'ONLY' DEMO EXISTING WINDOWS, HEADER AT ALL NEW WINDOW 4 DOOR LOCATIONS. G e n e ra I Notes INTERIOR WALLS AS INDICATED BY DASHED LINES, INTERIOR SLOPED CEILING FINISH: TYPICAL SLOPE ROOF CONSTRUCTION: EXTERIOR WALLS ONLY AT NEW WINDOW 4 DOOR WOOD PLANK/BOARDS (TBD)ON SLOPED CEILING METAL STANDING SEAM ROOF SEE SPEC FOR MANUF.(COLOR LOCATIONS, PLUMBING FIXTURES 4 EQUIPMENT. EXISTING (FINISH TBD) TBD) INSTALLED AS PER MANUFACTURES SPECIFICATION, ON 15° 1. *(CONTRACTOR TO INSPECT EXISTING STRUCTURE TO BE INSPECTED 4 TO REMAIN BUILDING FELT 4 ICE 4 WATER SHIELD,MEMBRANE AT ALL HIPS, STRUCTURE&VERIFY ITS CONDITION. IF IT FINISHED FLOOR: VALLEYS 4 FIRST 3'-0" OF PERIMETER OF ROOF 4 EAVE, ON 5/8" IS DETERMINED THERE IS SIGNIFICANT INTERIOR WALL CONSTRUCTION: EXISTING 2X WOOD FRAMING TO REMAIN,NEW in APA RATED CDX PLYWOOD SHEATHING, OVER EXISTING 2"X STRUCTURAL DAMAGE, THE CONTRACTOR IS 5/8" GYPSUM BOARD ON EACH SIDE OF 1iROOF RAFTERS (TO REMAIN)W/R-30 SPRAY-IN INSULATION REQUIRED TO CONTACT THE BUILDING SUBFLOOR, 1 MUD W/ RADIANT FLOOR HEATING LUBES, DEPARTMENT AND ORGANIZE AN ON SITE 2"X4" WOOD STUDS AT 16" O,C.PROVIDE 2 (ICYNENE OR APPROVED EQUAL), SEE INTERIOR SLOPED MOISTURE RESISTANT "GREEN BD" At ALL 4 g" FINISHED TILE (SEE WALL BASE/FLOOR DETAIL) CEILING FINISH REVIEW MEETING BEFORE ANY WORK BATHROOMS 4 CEMENTITIOUS BACKER BEGINS) BOARD AT ALL TUB/SHOWER LOCATIONS, I F REPLACE EXISTING CHIMNEY I I STACK WITH NEW ONE TO MATCH TYPICAL SLOPE ROOF CONSTRUCTION: < TYPICAL SLOPE ROOF \ SEE CONSTRUCTION NOTES CONSTRUCTION: _�E SEE CONSTRUCTION NOTES WINDOW t~��t�CH c TYPICAL EXTERIOR WALL 5-OPE OF RO• \ c EXISTING BOILER ROOM CHIMNEY TO CONSTRUCTION: r- REMAIN 4 TO BE CLAD IN METAL TO MATCH SEE CONSTRUCTION NOTES in D FINISHED ROOFING MATERIAL TYPICAL WINDOW MANUFACTURER: , SEE CONSTRUCTION NOTES O — c-1 TYPICAL WINDOW MANUFACTURER: Box Gutter •---__________, Aluminum between \ ♦ SEE CONSTRUCTION NOTES Box Gutter -- ,I Windows 4 I Aluminum Corner -) \ N NN c LEADER TO MATCH FINISHED ROOFING Bamboo Wood Soffit -c Thin S '.l e Veneer - Alumh�m Trim above Windc ws I c BRONZE FILLER TO MATCH Bamboo Wood Soffit N c Aluminum Corner MATERIAL Aluminum between WINDOWS 4 WRAP CORNER Aluminum Trim above 'ON> Wo•.d Prodema Panels O WS c TYPICAL EXTERIOR WALL Windows (typ,) O O Wl _ W6 Wl (TYP,) Windows / / CONSTRUCTION: c i c Aluminum between Windows (typ.) Aluminum Corner SEE CONSTRUCTION NOTES t. AR ° i I ,, EXISTING DECK STRUCTURE TO I' i. -j t.,-".". .- - I A 161 11 ' I H I I 1 HI -" it REMAIN W/NEW IPE DECKING 4 ...i.. I" I It I. .1.. .. 3 i 1 I ; 1 ! I 11 I I 1 1 i i, RAILING TO BE INSTALLED Leader ' '" i I , . • I I • i - I -Y 1�1 ;� it : II 1 i I -- - a il I _ I' I 1 - _ NEW 1ST FLOOR r --.-------------. .47'-'4.-4'1-1r'--- -2-7 --- -. 4 _ �4& - ¢-i � 1 _.�. - � ■ _ _ _ _. -3 « _ _ _ - — - — - - - - - - - - — - — - — - - - - . _ _ I NEW 15t FLOOR • 7. a �. a.. l am:: I� 4, --I i. fli "! f+ ! (i I I : M . i ' 1 31 --I , � } < _-i 1 64-64 (elev) .. ��•. . 1 __J_ _ _!__ 1 4.64 (elev) _- III - ISI_IL � VIII_ I = I I_ I � ___ ` J L. - =�_u_I_LJ '___ 1 , �l° GRADEorf0. o- '� �- - 61.00 (elev) ` . h s ...-.--._----__--_""-- ! _-__--------- • , 6 .. .4 . . ;` ° •< , . . • . ., � < EXISTING DECK STRUCTURE — - — - - - - - - - - - - - - - - hCsRADE TO REMAIN I I I 60.00 (elev) ' " II I I < - EXISTING FOUNDATION TO REMAIN I I I I (CONTRACTOR TO INSPECT IT'S 1 i I I i 1 CONDITION) I I I I 10 12.06.10 Re-issue to bldg dept EXISTING BASEMENT L J L J Rev. 2 Changed new deck lay-out 56,13 (elev) - - - - 56.13 (elev) 11.02.10 Add Stone & trim to Elevatio r-• I - I - - - J ..1- - — - - - - - — - — - — - - — - - - - - - — - _1-- - - - - - __ - - - - - - - - L - - - - EXISTING BASEMENT L__J L_J — — 09 10.18.10 Re-issue to bldg dept _ Rev. 1 Updated plans. i7 1 s,\'o f t p l e v G I o r ,- Wes --: l e v - I o r 08 11.25.09 Revised For Pricing/Constru Scale 1/4" = 1'-0" 'Scale : 1/4" = l'-0" 06 10.06.09 For Building Permit 05 09.23.09 Client/Bldg Dept. Review 04 07.14.09 Revised Trustee Drawings 03 05.27.09 Trustee Application 02 05.15.09 Prelim Building Dept Mtg. 01 05.01.09 Client Review • I I I K REPLACE EXISTING CHIMNEY No Date Issue < TYPICAL SLOPE ROOF CONSTRUCTION: STACK WITH NEW ONE TO MATCH SEE CONSTRUCTION NOTES TYPICAL EXTERIOR WALL �_•ME CONSTRUCTION: `INDOUJ � SEE CONSTRUCTION NOTES ��TCH SLOPE • •.�� TYPICAL SLOPE ROOF '_ CONSTRUCTION: TYPICAL WINDOW MANUFACTURER: (Wood Prodema 'n SEE CONSTRUCTION NOTES SEE CONSTRUCTION NOTESe t Panel COORDINATE METAL ENTRY COORDINATE METAL ENTRY OVERHANG `� OVERHANG W/METROPAN A R C H I T E C T U R E A D , 1\1,":1110 rqt(i W/METROPAN (TO MATCH ROOFING) (TO MATCH ROOFING) ox Gutter �� _ —� BRACKETED BACK TO EXIST'G ox Gutter 5 R4CKETED BACK t0 EXIST'G 227 East 24rd Street, 1st Floor -UCTURE _� II ,� 4-8 STRUCTURE T i_ .\ w—mN—mNew York, NY 10010 Aluminum Corner ) \ Bamboo Wood Soffit / / \ ■�r �� L c TYPICAL EXTERIOR WALL \ Bambcc ,Wood Soffit c BRONZE FILLER TO MATCH WINDOWS Aluminum Trim above (Windows / W2 \ •• \\ I•�=�•�=�•� CONSTRUCTION: T 212.675.2374 F 212.675.2375 Wood Prodema \ Wood Prodema Alumire m rim above Wine oil's 4 WRAP CORNER (TYP.) / O \ � � �� c Aluminum Corner SEE CONSTRUCTION NOTES Panel �-� Panel 4 I Aluminum between Windows (typ.) Aluminum Corner Wl , \ S� l L� Wl 0 WS / 0 W1 i 0 Wl NEW 2X10 MICRO'S WOOD DECK Thin Stone Veneer _ ��■��■ W3 • 'W. Aii c TYPICAL WINDOW MANUFACTURER: PROJECT TITLE: / Leader T �■— �■. SEE CONSTRUCTION NOTES / :•"- - - CONSTRUCTION ON CONCRETE ----------- -- -- ..-- —1--... -� - - p :: !' .. f • 1 "."... .". J;i' ;: ...r.•:r o�x - "-car t 1 Ts,• I.. I € 1 ( 1 i 1 ! !i :Ii 1. . . . PIER FOUNDATION W/ IPE WOOD ! . .. . . I I i"1...T1."... 1�..1 - �� :r" �J i a: ;� F a ,:�i i-"._ r \.� i " i "-"-i---i."."-...Ij AU --i I F---r �_ �, - • _ --` `°.• : , r•t^ -- I ' l' 1 I ' 1 (''If I i1 I DECKING 4 RAILINGS ' I I I I �I :i I _ -^=L. � / ��... #F, = N = I I ` \ 1 li Thin Stone — - - t : ! :I -I� - I 1 k l: -EXISTING ELECTRICAL METER I� -Hp _; _ , '1 1 i' 1 I I -I ' ii:INi'l:,-1-4FALHI � 1 : _ -�F II \` I- _ --- I ' � � �: � ~�� _�= I � : RESIDENCE Veneer ! 3~=� - ___ y_ : ! F iTOREMAI>`J I` ;r: __ __ I • i I I 1�1 I i i; ! 1 1 ' ! -� :i � � __ j \\L- - I ' - ;: 1 I I i NEW 1sT FLOOR I I 1 I , : ! ,,. _211-1-IH 1L it I \\ r~ 1_1 NEW IST FLOOR 855 SOUNDVIEW AVE. i l I 64,64 (elev) _ ;,_ ._->-, - -�.,<-.3 .. -_ t- -- --_ -..L, . . • .7._.:. .- __ : ,_ 1 - . I . .I I ! - .i LI . -1 . x - 1111 _ ' 1 . I-EMI. . . . - 1 i I . . --f— i i a — .R—r—� i -->-- , .. .. [171 _- E � :�i 64.4 (e1e�) MATTITUCK, NY 11952 d d d E d N� r � �' I I i 1 � I I ,, a II11 �— I • • \. a . I - r GRADE \.\- \ I I_ GRADE 60-00 (elev) 60.00 (elev) I I I I I 1 I I • EXISTING \.\.�'L \.\ ( EXISTING DECK STRUCTURE TO \` I _ 1 I-... -_I EL_LI - < CONTRAC�ORDOTINSPECREM�IN I I I 1 REMAIN W/NEW IPE DECKING 4 I \\ Hr CONDITION) I I I II L I i 1 • I RAILING t0 BE INSTALLED \ I - ---_ L. _ -I L_ __ _-I L J L J ---,---1--- I I : I I Drawing Title: - — - - - � - --N - - - - - - — - - - - - - — — — AL EXiSTING BASEMENT - - - - J L - - - - - — - - I � - 5 1 (elev) EMENT - - - - - - _ - ! I 11. J EXISTING BAS - 56.13 (elev) - - - - - - ] L - - I 6.3 Elevations -c EXISTING FOUNDATION TO REMAIN -- (CONTRACTOR TO INSPECT IT'S __ CONDITION) _ ii a 5 t l ev6 t i Or �J'Cale : 1/4" - 1 -0 4I II Job No: Drawing Number: ''Sca le : 1/4" = 1 -� 0818 Scale: 1/4" = 1,-0" By: An 5 Date: 04.29.09 • This plan is an instrument of service and is the property of the Architect.Any infringements will be prosecuted. C `1`N CG' :S r.. AS PEQUIRLit; ►W11'T IOt� QF FAG N / LA DAU REs [1DENcE 081 8 N E. \,,,, '',../ C CD N S -11- FR. U C -17 C) N ® El NA A-1----1- El IT U C K N -_____ - c:' ,„„,,,a BOARD z5 � �". '�,. ' . r EL_ 1 1 9 5 2 __ _ ._ Cv, �L E S SITE PLAN - BASED ON SURVEY PREPARED BY JOSEPH INGEGNO W/ NAROFSKY ARCHITECTURE DESIGN 1 " = 20'-0" ZONING INFORMATION - SECTION 94 BLOCK 1 LOT 7 DISTRICT R40 S T T D ALLOWABLE LOT COVERAGE ISLAND �J N 67°57'30" E AREA = 31 ,772.62 sq. ft. AREA OF SITE - 31,772 SQ. FT. L 0i'' G E 75.57 20.140 (TO TIE LINE 0.729 ac. ALLOWABLE LOT COVERAGE 20% OF 31,772 = 6,354 SQ. F.T 8°0 9' 14TIE LINE ALONG N 65037,37„ 37APPARENT HIGH & BULKHEAD) N J J G 3 nppL WEU NDS As B 20,c STEPS WATER MARK TIE LINE ALONG H G WATER UNE EOU APPARENT HIGH pETERMINED BY EN-CONSULTANTS. Ina ON FEBRUARY ApPgRENT HIGH WATER MARK ALONG WOOD BULKHEAD = ALL p 8P/We 18 WATER MARK 71111111.1ffl PROPOSED LOT COVERAGE & L p BANG vG __- -. ZONE VE (EL. 13) NOTES.EEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM 3,822 SQ. FT. T�ST�NG E�,O EECOEE p BLUFF';: ,, FOUND CONC. BOTTOM OF %% N ZONE x G MON. 1.8'E. SG - ry� --------------- EXISTING ELEVATIONS ARE SHOWN THUS: �N Mail lire1 4f „i EXISTING CONTOUR LINES ARE SHOWN THUS. ___....___.-- NrSt: � � '' coAREAFLOOR AREA ZONE VE (EI-• 1 5) ; .._.-_.___-.._ ---'F-._ ... nom -_. — .:.r1�R�fFICAT ,., r-. ALLOWABLE HABITABLE FLOOR EXISTING HABITABLE FLOOR AREA PROPOSED HABITABLE ' `�LF - 11101• .................... �=-I FIRST FLOOR CL1 A�+'�� ZONE x ---- }, (To - - GARAGELFLOOR SQ. FT. ~S- R USED IN IN/�TF_ 3. .:; f.; NO RESTRICTION ASLONG AS LOT 1ST FLOOR 1,105 SQ FT 1ST FLOOR 1,105 ,. -- _---- ----- ----- - COVERAGE IS MET TOTAL - 1,105 SQ. FT. TOTAL - 1,105 SQ. FT. f # T.H. - TOP OF BULKHEAD OLD RS =8 SUPPLY SYSTEM CANNOT - BULKHEAD ,O :A[1 --------------- ----------------- '�- BOTTOM OF F i LE rtl AL). % ,•. .... :--: ::::: s,; m - TOP OF WALL EXCEED °� v --- - :---- ---- ---- ma y.. "`' 1, - BOTTOM OF WALL ALLOWABLE BUILDING AREA EXISTING BUILDING AREA PROPOSED BUILDING AREA 1.1. CO 1 ..------- ,--.-. -' - ,; 2. LOT - HOUSE 1,196 SQ. FT. :_;,;: FLOOD ZONE INFORMATION TAKEN FROM: NO RESTRICTION AS LONG AS HOUSE 1 196 SQ. FT. - / I o FLOOD INSURANCE RATE MAP No. 36103C0143 GOCCUPANCY urI ---- -- (WAVE ACTION); COVERAGE IS MET - - PATIO 761 SQ FT PATIO 761 SQ FT Ir " ---_-_- ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD W POOL - 524 SQ. FT. POOL - 524 SQ. FT. USE IS UI�I�A s 1 '. '" ' %' LINE AS p BASE FLOOD ELEVATIONS DETERMINED c) - -- - , ---- • r L ERp510N `A�Rp510N HA83R ZONE X: AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. DECK - 684 SQ. FT. DECK - 1,341 SQ. FT. I �� ''° i , -% SO• — - ',�` , - I �- OOASTA ON �OASTAND 5$..54 - , Q. TOTAL - 3,822 SQ. FT. WITH®U� `� t IC's- ,,` I � , ; SN0' PHOTO 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. TOTAL 3 165 S FT, REAR YARD LAWN, LAND WARD w•DNc AREA MAPS 6 7 DEEP � U F'. y ' 1 TAN 8 LONG, 4' 3" WIDE, " SIDE OF TOP OF BLUFF, TO BE I -"� - — — O DECK � c/77) ( ,\P-1-:)/:;';11(11,4:::•., ,� K, G, E, REMOVED AND REPLACED WITH TOP OF BLUFF `' I I 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300s ft SIDEWALL AREA. REQUIRED SETBACKS EXISTING SETBACKS PROPOSED SETBACKS � -- � FOUND CONC. 300sqft TURF' INDIGENOUS D0ST1 MON, 0.5'E. FRONT - 40'-0" FRONT - 173'-7" FRONT - 173'-7" � sroNE� �. 1 POOL; 12' DEEP, 8' dia. -- - GROUND COVERAGE �; SIDE - MIN 15'-0" ONE SIDE SIDE - E:34'-0" W:19'-2" SIDE - E:16'-4" W:19'-2" (existing remain) I r �� ' X'y EXI., \ ,.. .-• ,^:''�, AGGREGATE OF 35'-0" AGGREGATE OF 53'-2" AGGREGATE OF 35'-6" ` N,< . PROPOSED EXPANSION POOLf. ..,STOP - 00'-0'I 1 " • �', ::. M - - - 19'-6" (existing remain) �.>q � TOP OF SLOPE 1 TOP OF BLUFF 19 6 TOP OF BLUFF fROW OF STACKEDO scwOpD sr HGHSpERCUNE HAYBALES WITH SILT PROPOSED LEACHING POOL r yt ,� I `,2'. _' 141111r �.•,"'�•+uF RETENSION FENCE TO -- ';'--i- W ,� ek .`,,f BE INSTALLED PRIOR 00 z _ csr ALLOWABLE BUILDING HEIGHT PROPOSED BUILDING HEIGHT ALL CONSIT,: '"Il'::' '' f�l-t- r� 4_410 ''°{ O I= Fr• `,f �STRU'NG ECK TO THE START OF PROPOSED SEPTIC TANK �r P�..I.l�� REC�U !� -T� 0p NE I— CO 1.8'E- 11~ PEOECkr E "NE� R ��CONSTRUCTION 35'-O" TO MIDPOINT BETWEEN RIDGE 18'-11" (EXISTING) 1"' ^ �,.�,.;. - ::�I E TkE X NG4�c`W -� t + "ii;w CJI �' ,. w 3g9'' 0 0 0"G I � PROPOSED 8' DIA X 8' DEEP DRYWELLS FOR ROOF RUN-OFF AND SOFFIT FROM NATURAL GRADE XISTM dmilmemenmEN -I = I A ' -' o W-iST/NGT ' &.'0p srEP .1.6. 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD J W ;n?c) OOO STO • cANO S :: Q m is WALL /, Tim t HOUSE r AORI NG ALL NEW CONSTRUCTION OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. DRAWING SHEETS 0.8'E. O MA;7., • ;, I "w I 6. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND BACK FILLED `'`' o TO BEGIN SOUTH OF �� ; . EXISTING CONSTRUCTION WITH CLEAN SAND, IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. T-1 CLIENT CONTACT INFORMATION, SITE PLAN, 01 O( ' exsnN� ` 38:: ,-.; a,m, • ZONING INFORMATION Loo cc Z DDi111u1' °I°E,"®- - ' PROPOSED AREA OF NEW CONSTRUCTION T-2 SITE CONTEXT PLAN PPROVED AS 'OT�'DW 11'ANb sr6D '4441 , !!!!!`I �IIIIIIII�I y T-3 NYS BUILDING CODES, NOTES & SPECIFICATIONSI r?``'' !! III ! !�!�,� -: �'1 z 1 5' MIN. i' �4� '!I III I� Iff i I I i'1 inli 1 — DATE:fC - �1 i r "�\,ndll�;•r 1'auHiel.11ll O ' .. �.�{' //:' C 'Z O o L: / , II i 01►1 ,1° g1k41�IIIiQ 1111171,11 1, I raw cawT�crl. M '�] -- Ch �J 1✓OOL 1, li !1,M u 1 I�Lu1.0,lpUI�II1111 +� , TEST H0LF ISATA A-1 SITE PLAN DIAGRAM ` /' "APPROXIMATECESS '2, o . 0) 1. I1 1 11 ilii' nl,isi li iolitI I I�III�)LOCATION PER OWNER "X1\ EXISTI G CESSPOOL IIIIIIL..III�IIIIIIIIIIIII IIInY I l:.Il.hh.-11i ! �I If NOFFF: �� BY: '/'t 06 10.06.09 For E�ullding Permit O�\ TO BE REMOVED V �� (ill!" °�'°7�� III�II�II�IIIIIIh- A-2 FOUNDATION PLAN • OZ o�i�, �, -, �! 1.:::a::::I::::�I I �� (TEST HOLE DUG BY McDONALD GEOSCIENCE ON OCTOBER 27, 2005) A-3 DEMO / FIRST FLOOR PLAN lNOTIFY BUILDING DEPARTMENT AT ,. �,,,.� C � i C 7651802 8AM TO 4PISA FOR THE 05 09.23.09 Client/81dg Dept. Review �,Iwita• =, . +�� FENCE .'/ /A A-4 ROOF PLAN & BUILDING SECTION FOLLOWING INSPECTIONS: 04 07.14.09 Revised Trustee Drawings 0 DARK BROWN LOAM OL A-5 ELEVATIONS 1• FOUNDATION - TWO REQUIRED03 05.27.09 Trustee A lication FOR POURED CONCRETE pp;:� x I � 1� � 2. ROI - � I 1• :211111 _ I UGW FRAMING & PLUMBING 02 05.15.09 Prelim Buildin Det Mt'm'°" N I HATCHED AREA INDICATES NEW °mTTMrH ; O �� 3. INSULATION g p g: : j: I WOOD FRAME DECK CONSTRUCTION: o a BROWN SANDY CLAY CL 4. FINAL - CON°TRUCTIO"J MUST01 05.01.09 Client Review cs' > Z o III SEE DRAWING A-1 FOR MORE INFO a ° BE COMPLETE FOR C.O. m c /- No Date Issue ra n d4' vA (�N�� O\L CONSTRUCTION SHALL MEET THE m1o° , ••L. �'; "'REQUIREMENTS OF THE CODES OF NEW �� YORK STATE. NOT RESPONSIBLE FOR •• I �'/ POOL I 4e, " \—' \ \' DESIGN OR CONSTRUCTION ERRORS. , ... •FILTER Y z. ILD 0 Esoil P. UTIL -. l, UL #37A PLUMBING RISER DIAGRAM �I ,, 0..,,.,‘',.: ‘,..',,./..4 ' POLE 01 3 ARCHITECTURE & DESIGN c %t' I toe •O m wELI PALE BROWN FINE TO COARSE SAND SW 227 East 24rd Street, 1st Floor M � Og I r-PIT R. EXISTING VENT ROOF FENCE I o Q O I New York, NY 10010 ,., fIt APPROXIMATE WELL �, LOCATION T 212.675.2374 F 212.675.2375 4 , ; ''`:. ^ �� („,,,,,,9..... EXISTING BATHROOM FIXTURES TO EXISTING KITCHEN FIXTURES AND cF q o�� ;(") !:•� BE REMOVED, NEW FIXTURES TO BE APPLIANCES TO BE REMOVED, PROJECT TITLE: // GPjE INSTALLED IN NEW LOCATIONS AND NEW FIXTURES TO BE INSTALLED well • • CONNECTED TO EXISTING LINES IN NEW LOCATIONS AND FAG I N / LANDAU CONNECTED TO EXISTING LINES I • 1I o g RESIDENCE f RETAIN STORM WATER RUNOFF 855 SOU N DVI EW AVE. f,,,e �- +,�` 11 2 11 -� PURSUANT TO CHAPTER 236 MATTITUCK, NY 11952 o N•cf P 'r:-% 5 PREPARED IN ACCORDANCE WITH THE MINIMUM Z �_ e,' GRAVEL O B W, . . g�UESTON WAy — 6 5'F' STANDARDS FOR TITLE SURVEYS AS ESTABLISHED �. -I 11 -1 OF THE TOWN CODE. DRNE — -1- If �O '5d BY THE L.I.A.L.S. AND APPROVED AND ADOPTED I - 1 1/2 11/2" :., -, reSr N.:,.. ° ;.- • i NO MSN I 1 T-1 .. 1 1/2" 1 1 1 1 1 1 NEW ;,. Le i I O j FOR SUCH USE BY THE NEW YORK STATE LANDNE NEW VEGGIE L- TITLE ASSOCIATION. NEW NW NILW N W NIL - KI'C-1EN DISH LAV TIM W. . L V W. `r SI K Ih K WASHER fie`,. UNAUTHORIZED ALTERATION OR ADDITION Q I I • . "`''s w TO THIS SURVEY IS A VIOLATION OF I NEW 4 X w ;`'..,• g0 SECTI❑N 7209 OF THE NEW YORK STATE ti I 4 „ki SHOI.UER w s ti FIRST FLOOR Drawing Title: O g � 4 EDUCATION LAW. `� -J 0 Jo • Client Contact Info, Site Plan `: Ode <:.^ D �" z I 1/2" 21' 3 1/211 2n I I/2" 3 1/211 211 : .: tO .- � r COPIES OF THIS SURVEY MAP NOT BEARING C.O. ZoningCalculations it $ : ,;; — — THE LAND SURVEYOR'S INKED SEAL OR gg O FOUND M Fl. `— -------- EMBOSSED SEAL SHALL NOT BE CONSIDERED "O• 3 1/2" 3 1/2" OS \I C0c. 4 EOG-E OF . //`y d DR,,,�,Y TO BE A VALID TRUE COPY. • ▪, m 2-./2-••MED II 4 o -f' d CERTIFICATIONS INDICATED HEREON SHALL RUN 3.ALL '� - anon P•`E ab No.: Drawing Number: ONLY TO THE PERSON FOR WHOM THE SURVEY 9 1 i� a ` HES W,Res � � 100, 5' 3 o a IS PREPARED, AND ON HIS BEHALF TO THE C.O.C0818 ,• . � uLTIF±CATION OF :;; pHAL S TITLE COMPANY, GOVERNMENTAL AGENCY AND NAILING F, CONNECTIONSScale: F• ND..---�-.-- -.AARON �� j d a d' C.O. C.O. CONC. ON. '.;; t o LENDING INSTITUTION LISTED HEREON, AND I� :.WELL _.-----:�;�;:. oNc. „ .._ F'1;�.....cE.1l,tED. As Noted 61 00 ;�W"' _ ' o , ° . TO THE ASSIGNEES OF THE LENDING I NSTI- EXISTING B — : T — .- , ; .: s 51 44 d% . E TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. y B a 4 a EN CONNECT TO SANITARY LINE <'. e d '. PS APPROVED EXISTING Date: 4VIE SANITARY LINE :.?:4)- ..., N vEw THE EXISTENCE OF RIGHT OF WAYS 04.29,09 T CELLAR a v v 4 v c 4 V AND/OR EASEMENTS OF RECORD, IF a' These plans are an instruoent of' service and are ° 4 So the property of the Architect Any infrl6genents -..� �- — ---�-- ANY, NOT SHOWN ARE NOT GUARANTEED. _�_ — will be prosecuted. I FAG [i / WI iii....5AN rip A [,......., ...„), , NIIINVIIIINFINWPIFIRMINI R : Hd S 11 (SENO 0 [E -\,,,,, G © NSFL- UCFE © EN .4, 55 scpuNDAirp [E ,,. v„, ., ,A,..„ Vr H NA A-TIE El IT li C k N ''''sit" I 1952 i \ 2 CONTEXT PLAN BASED ON GOOGLE MAPS IMAGE 1 " = 30'-0" 0 / ; y "f ,„. 4,.. , • /:///,', i , : - - ,. //y . ., ,,,,,,, --..-.. T , / , , , .,;,,,: „. _.:::::.. i i / . i/ ar f + /' %'/-j/ //�/ % ; / 01 . 1, i) rel, �i � \////// / / \ --------- 4%4" / ' 4, •4511r. 9 t //j'i - / //�// Fes: /i` / ''moi; SEE DWG A-1 FOR "`/`/ / MORE INFO TOP OF BLUFF — ',. , / / \ \ \ ;;;;E ; TYP ) BOING ' / 1 -\ r.'., 06 10.06.09 For Building Permit 05 09.23.09 Client/Bldg Dept. Review 04 07.14.09 Revised Trustee Drawings 03 05.27.09 Trustee Application \ 02 05.15.09 Prelim Building Dept Mtg. 01 05.01.09 Client Review )°/////// ,,,,, „ No Date Issue LAD 0 ESCii ARCHITECTURE & DESIGN 227 East 24rd Street, 1st Floor New York, NY 10010 / T 212.675.2374 F 212.675.2375 \ , / PROJECT TITLE: ' FAN / LANDAU RESIDENCE 855 SOUNDVIEW AVE. / MATTITUCK, NY 11952 ,/ / Drawing Title: Site Context Plan IIIIA; 25'-0" 500''-0��/ /�/'� 100' 0" Job No.: Drawing Number: `f % /G, //////%////%///l scale: 0818 yjzi As Noted • SCALE Sy: T152 Date: 04.29.09 These plans are an instrument of service and are the property of' the Architect Any infringements wlll be prosecuted NYS BUILDING CODE NOTES AND SPECIFICATIONS TABLE R6023(1) TABLE R301.S NOTE: FASTENER SCHEDULE FOR STRUCTURAL MEMBERS MINIMUM ROOF LIVE LOADS iN POUNDS-FORCE PER SQUARE FOOT OF HORIZONTAL PROJECTION ALTERNATE - COLLAR TIES AT NUMBER AND TYPE - � EACH RAFTER DESCRIPTION OF BUILDING ELEMENTS SPACING OF FASTENERS TRIBUTARY LOADED AREA IN SQUARE o USE (3) 10D COMMON NAILS EA. 0/li OF FASTENER a b,c d END FEET FOR ANY STRUCTURAL MEMBER o' k _.:: . Joist to sill or girder, toenail. 3-8d. :.; 1"x6" subfloor or less to each joist, face nail. 2-Sd, 2 staples,( 3/4 0 TO 200 201 TO 600 OVER 600 (4 ' %.....7 eu. - , . , - ROOF SLOPE oor to joist or USE SIMPSON STRONG TIE USE HURRICANE TIE I-12A BY SIMPSON Flat or rise less than 4 inches per foot (1:3) 20 16 12 k LISTA 24 OR EQUAL AT EACH OR EQUAL AT EVERY RAFTER " "te to joist or face nal Rise 4 inches per foot (1:3) to less than 12" per foot (1:1) 16 14 12 `nom% �� RAFTERTop plate to stud or blocking, face nail 2-16d. — R p USE (5) 8D COMMON NAILS 6 Rise 12 inches per foot (1:1) and greater 12 12 12 ��f� USE (3) SP COMMON NAILS 1°0%V RAFTER, (2) SD PLATE TABLE 8301.4 EA. END (5) SD 9 STUD double ' 0d 24" c.c. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds oer square foot) Double o plates, DETAIL OF —L1iCAN'� STRAP R0 DETAIL OF HUIRIRiCAN� STRAP RATER • plate blocking braced -' - USE LIVE LOAD 0 SCALE NTS 2 SCALE NTS Double top plates, min 48" offset of end joints, face — Exterior balconies 60 nail in lapped area 8-16d — - Decks f 40 Blocking between joistsor rafters to top plate, toe nail Passenger Vehicle garages a SO a Rim joist to top plate, toe nail ' o.c. Attics without storage b,e 10 � • Of% op p ates, aps an. ntersections ,face ai 2-10d 16" o.c. along each edge Attics with storage b,e 20 USE (8) SD COMMON NAILS - j eac -„ - g >: EA. END - Built-up header, ' pieces - Rooms other than sleeping rooms 30 > I Continuous header, two pieces. 16d — Sleeping rooms 40 C USE HURRICANE TIE 146 AS Plate, p g MANUFACTURED BY SIMPSON OR Ceiling Joists to Guardrails and handrails d 200 APPROVED EQUAL WHERE ContinuousFOR SI: I pound per square foot = 0.0419kN/m2I inch = 645002 THERE IS NOT RAFTER .L1111110111101111 Ceiling joist, laps over partition, face nail. ,,, 1 pound = 4.45N �0USE 1 1/2" WIDE 20 GAUGE Cei ing joists to para e rafters, face nai. 3-10d — a. Elevated garage floors shall be capable of supporting a 2,000 pound load applied over a 20 square-inch area. GALVANIZED STRAP WITH A MIN. b.No storage with roof slope over 3 units in 12 units. OF 12 BEARING ON EACH STUD 6 Rafters • • - c. Individual stair treads shall be designed for the uniformly distributed live load or a 300 pound concentrated DETAIL I I h _ 48" O.G. 1" brace to each stud and plate, face nail 2-8., 2 staples, /3 load ating over an area of 4 square inches, whichever produces the greater stresses. 06 �l ��iCN� STRAP � � USE (5) Sp COMMON NAILS d. A single concentrated load applied in any direction at any point along the top. 0 ' EA. END 1"x6" sheathing to each bearing, face nail. 2-8d, 2 staples, 1 1/3 e. Attics constructed with wood trusses shall be designed in accordance with Section R802.10.1 SCALE NTS 1"x8" sheathing to each bearing, face nail. 2-Sd, 3 staples, 1 1/3 f. See Section R5022.1 for decks attached to exterior walls. I I Wider than 1"x8" sheathing to each bearing, face nail. 3-8d, 4 staples, 1 1/3 DETAIL O: —URRICANE STRAP L®CRS DESIGN LOAD CALCULATIONS SCALE NTS _ . .\ .. ��• Build up corner studs. lOd 24" o.c. USE (4) 8D COMMON NAILS �� Nq , �� Build upgirder and beams, 2" lumber layers Nail each layer as follows: FOUNDATION 3000 SAND GRAVEL INTO PLATE 4 (5) 8D INTO B y 10d 32" o.c. staggered,top 4 bottom. two STUD i'l 11, . l' . );1 , nails at ends and at each splice. ALL ROOMS EXCEPT SLEEPING FLOORS 40 LIVE LOAD / 10 DEAD USE HURRICANE TIE 148 BY SIMPSON itA,,, w�� '.' 2" Planks 2-16d. At each bearing ROOMS 4 ATTICS Roof ra ters to ridge, valley or hip rafters: OR EQUAL AT EACH STUD — USE SiMPSON PDA HOLDOWNS s ''' 1s, :A . ,' 30 LIVE LOAD / 10 DEAD SLEEPING ROOMS ATTICS ® OR EQUALAT EACH BUiLT-UP STUD %ri ., NE14 , face nail 3-led. - toe nail 4-16d AT ALL OPENING AT FOUNDATION 4 , DRYWALL-NO FUTURE ROOMS, Rafter ties to rafters, face 3-8d CEILINGS 20 LIVE LOAD / 10 DEAD ALL CORNERS LIMITED ATTIC STORAGE A h Wood structuralpanels, subfloor, roof' and wall sheathingto framing, andparticleboard wall sheathing to framing i i e g MEDIUM ROOF COVERING, 10 '6d common nail (subfloor, walU g ROOF 40 LIVE LOAD/ 15 DEAD SNOW , DRYWALL,NO ATTIC '' )ihiiiiiiiiiiiiii. �%5/16 - 1/2 f 6 12 ' AS PER NYS CODE 8403.1.6 USE ANCHOR Sd common nail (roof) TABLE R301.2(1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA BOLTS LOCATED WITHIN 12" FROM THE .�i.l:l =' a 9i 19/32 - 1 Sd common nail 6 12 GROUND WIND SUBJECT TO DAMAGE FROM —1 ICE SHIELD ENDS OF EACH PLATE SECTION. BOLTS 1 1/8-1 1/4 10d common nail or 8d deformed nail 6 SNOW SEISMIC TO BE AT LEAST 5/8" DIA w/ 3" SQ. 12 WINTER UNDERLAY- WASHER AND EXTEND MIN. 1" INTO DESIGN FROST FLOOD °°'�°°' �'°'�:' SPACING OF FASTENERS LOAD SPEED (MPH) LINE DESIGN MENT CONC., MAX. SPACING 36" O.C. 07 10.15.09 Revised For BuildingPermit DESCRIPTION OF DESCRIPTION OF bide CATEGORY WEATHERING TERMITE DECAY TEMP HAZARDS °aaa BUILDING ELEMENTS FASTENER Edges (inches) i Intermediate supports c,e (inches) DEPTH REQUIRED 06 10.06.09 For Building Permit Other wall s eat Ing 45 psf 120 mph 33°ro G severe 36" moderate slight to 11` yes N/A DETAIL � IIiCN� �T �I_ T� �TI� ® a ��- O„�N 05 09.23.09 Client/Bldg Dept. Review 1/2" regular cellulosic 7 1/2 galvanized roofing nail 6c1 y moderate 5 9 p fiberboard sheathing common nail staple legs., 1 1/2 long 3 6 83012.1.1 DESIGN CRITERIA SCALE NTS SCALE NTS 04 07.14.09 Revised Trustee Drawings ,,'.:,•!!!� 03 05.27.09 Trustee Application 1 1/2galvanized roofingnail Sd li,t.,i 1/2" structural cellulosic AMERICAN EDREST AND PAPER ASSOCIATION CAF&PA) WOOD FRAME CCNSTRUCTIDN MANUAi_ FCR ENF—AND TWD FAMILY DWELLINGS (WECM) USE SIMPSON HANGER USE SIMPSON COLUMN BASE ® 02 05.15.09 Prelim Building Dept Mtg. fiberboard sheathing common nail staple 16ga., 1 1/2 long 3 6 HUCDQ410/610-SDS OR EQUAL C13SQ66-SDS2 OR EACH AT 01 05.01.09 Client Review EGRESS WINDOWS AT LVL CONNECTIONS AT COLUMN 6 x 6 COLUMN POST w/ r5/32 structural cellulosic 1 3/4 galvanized roofing nail Sd R310.I.1 MINIMUM OPENING AREA.- ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR POSTS w/(12) 1/4" x 2 1/2" SDS 3 i (14) 1/4" x 2" SDS SCREWS ® No Date Issue fiberboard sheathing common nail staple 16ga., 1 1/2 long 6 OPENING OF 5.1 SQ.FT. SCREWS AT FACE 4 (6) 1/4" x It 'o 11/2 galvanized roofing nail, 6d EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ. FT. 2 1/2" SDS SCREWS 9 GIRDER �,I�� 3" MINIMUM 1/2 gypsum sheathing common nail, staple galvanized, 1 4 8 R310.12 MINIMUM OPENING HEIGHT.- THE MINIMUM OPENING HEIGHT SHALL BE 24". j:.;.,; SIDECOVER -' 1/2 long± 1 1/4 screws, type LU or S R310.1.3MINIMUM OPENING WIDTH.- THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20". i, 1 3/4 galvanized roofing nail, Sd R310.1.4 OPERATIONAL CONSTRAINTS.- EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THEiiigait A‘ IDiii 5/S gypsum sheathing common nail, stale alvanized, 1 4 S INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS.p g I' 5/8 long- 1 5/8 screws, type UJ or Sill Wood structural panels, combination subfloor underlayment to framing SMOKE DETECTORS 1:‘ Di SMOKE DETECTORS SHALL BE INSTALLED AS PER THE RESIDENTIAL NEW YORK STATE BUILDING CODE SECTION R311. I I I ARCHITECTURE & DESIGN 3/4 and less 6d deformed nail or Sd common nail 6 12 DETAIL OF HURRICANE STRAP PORC = 110, 1/S - 1 8d common or Sd deformed nail 6 12 HURRICANE PANEL INSTALLATION INFORMATION 227 East 24rd Street, 1st Floor 10d common or 8d deformed nail 6 12 FOR WINDOWS 3 X 4 FEET OR SMALLER INSTALLED ON A WOOD FRAME HOUSE, USE 1/4" cOLuV\ GIRD =Rs � T I 0= PORC— OST —OLD �O New York, NY 10010 3/4 and less I T 212.675.2374 F 212.675.2375 Roof shingles INCH LAG BOLTS AND PLASTIC COATED PERMANENT ANCHORS. THE LAG BOLTS SHOULD Q "�' PENETRATE THE WALL AND FRAME SURROUNDING THE WINDOW AT LEAST I 3/4" INCHES. SCALE N15 8 SCALE NTS DESCRIPTION OF MATERIAL DESCRIPTION OF FASTENER DESCRIPTION OF ATTACHMENT EXERTIONS FOR LARGER WINDOWS, USE 3/S-INCH LAG BOLTS THAT PENETRATE THE WALL AND USE SIMPSON STRONG TIE LSTA 36 OR EQUAL PROJECT TITLE: FRAME SURROUNDING THE WINDOW AT LEAST 2 1/2" INCHES. AT 16" O.G. EXTERIOR STUD WALL 4 WRAP Gallvanized steel,stainless steel, Asphalt shingles shall have the Asphalt strip shingles shall have a min.ofUSE 22 10D COMMON NAILS AROUND RIM JOIST 4 UNDER TO CANTILEVER FAG I N/LANDAU aluminum or copper roofing nails, min.number of fasteners required six fasteners per shingle where the roof is in - CUT THE PLYWOOD TO THE MEASUREMENTS FOR EACH OPENING AND ADD FOUR INCHESAT STUDS 1 1/2" AT CONCRETE FLR JOIST - USE (6) 10D COMMON NAILS EA. END min.. 12 gage (0.105")shank with a by the manufacturer. for normal one of the following categories: TO EACH SIDE. RESIDENCE min.3/8" diameter head,ASTM F application,asphalt shingles shall 1. The basic wind speed per figure DRiLL HOLES 2 1/2" INCHES FROM THE OUTSIDE EDGE OF THE PLYWOOD AT EACH Asphalt roofing 1661,of length to penetrate through be secured to the roof with not R301.2(4) is 110 MPH or greaterand the CORNER AND AT 12-INCH INTERVALS. USE MGT HOEDOWNS AT ALL BUILT A23 %Oa:. ��► 855 SOUNDVIEW AVE. shingles the roofing materials and a min. of less then four fasteners per strip eave is 20" or higher above grade - DRiLL FOUR HOLES IN THE CENTER AREA OF THE PLYWOOD FOR LARGER WINDOWS TO OPTIONAL3/4" into the roof sheathing. where shingle or two fasteners per 11 2. The basic wind speed per figure RELIEVE PRESSURE DURING A HURRICANE. STUDS AND AT ALL OPENINGS I MATTITUCK, NY 11952 the roof is less than 3/4" thick the individual shingle.where the roof R3012(4) is 120 MPH or greater. - PLACE THE PLYWOOD OVER THE OPENING AND MARK EACH HOLE POSITION ON THE 11l fastener shall penetrate through the slope exceeds 20 units vertical in -I` �o IIF,sheathin . fasteners shall com I 12 units horizontal (20:12)s ecial 3. Special wind zones per figure OUTSIDE WALL. ___g p y p - DRiLL HOLES WiTH THE APPROPRIATE SiZE AND TYPE OF BiT FOR THE ANCHORS. ' with ASTM F 1661. methods of fastening are required. 8301214)I OS —URRICA\E STRAP (C . s - INSTALL THE ANCHORS, THE PLYWOOD, AND THE BOLTS TO MAKE SURE THEY FIT p a PROPERLY. �I SCALE a. All nails are smooth-common(, box or deformed shanks except where otherwise stated.Nails used For framing and sheathing connections shall - ON WOOD FRAME HOUSES, MAKE SURE THAT THE ANCHORS ARE SECURED INTO THE NTS r,� USE SIMPSON STRONG TIE FJA have minimum average bending yield strengths as follows: 80 ksi (551 Mpa) for shank diameter of 0.192" (20c1 common nail),90 ksi (620 Mpa) for C ' OR EQUAL AT CANTILEVER shank diameters larger than m 4 " but nota larger than 0.111",and 100 ksp 689 Mpa) for shank diameters of 0.142" or less. SOLID WOOD THAT FRAMES THE DOOR OR WINDOW AND NOT INTO THE SIDING OR TRIM. Drawing Title: b. Staples are 16 gage wire and have a minimum 1/16"er diameter of 0.142" or less - MARK EACH SHUTTER / PANEL PER WINDOW LOCATION, STORE SHUTTER / PANEL FLOOR JOIST EVERY 32" p g g HARDWARE IN PERMANENT EXISTING GARAGE. REFER TO SHEET T-1 FOR LOCATION NOTE. !+ USE (8) 10d x 11/2" NYS Building Code Notes C. Nails shall be spaced at not more than 6" on center at all supports where spans are 48" or greater. COMMON NAILS 4 2 1/2" MB and Specifications d. Four-foot-by-8-foot or 4-foot by- 9 foot panels shall be applied vertically. IF THE OPENING IS LARGER THAN ONE SHEET OF PLYWOOD, YOU WILL NEED TO MAKE e. Spacing for fasteners not includedin this table shall be based on table R6023(1)' SHUTTERS WITH 2 X 4 BRACING. THIS BRACING CAN BE TWO 2 X 4'S AT THE MEDDLE AND DETAIL OF STRAP e CANTILEVER FLR JST f For regions having basic wind speeds of 110 mph or greater,8d deformed nails shall be used for attaching plywood and wood structural panel roof sheathing to 10 framing within minimum 48" distance from gable end walls., if mean roof height is more than 25',up to 35'max. BOTTOM OF THE TWO SHEETS OF PLYWOOD, EVENLY SPACED, WITH THE TWO INCH SIDE SCALE g. For regions having basic wind speeds of 100 mph or less,nails attaching wood structural panel roof sheathing to gable end walls framing shall be spaced 6" on ATTACHED TO THE INSIDE OF THE STORM SHUTTER. ATTACH THE 2 X 4'5 TO THE OUTSIDE center.When basic wind speed is greater than 100mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6" on center For min. OF THE STORM SHUTTER WITH TWO INCH, TEN GAUGE WOOD SCREWS BEFORE INSTALLING INSTRUCTIONS FOR THE INSTALLER Job No.: Drawing Number: 48' distance from ridges,eaves and gable end walls*- and 4" on center to gable end wall framing. THE SHUTTER. A. ALL SPECIFIED FASTENERS MUST BE INSTALLED ACCORDING TO THE INSTRUCTIONS IN THE SIMPSON (WOOD CONSTRUCTION CATALOG-C-2005. 0818 h. Gypsum sheathing shall conform to ASTM C 19 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to ASTM C 208. B. INCORRECT FASTENER QUANTITY, SIZE, TYPE, MATERIAL, OR FINISH MAY CAUSE THE CONNECTION TO FAIL. 16D FASTENERS ARE COMMON NAILS i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all floor perimeters only.Spacing of 1/2" PLYWOOD HURRICANE PANELING TO BE INSTALLED, AS DETAILED ABOVE, ON ALL cele: fasteners on roof sheathing panel edges applies to panel edges supported by framing members and at all roof plane perimeters.blocking of roof or floor NEW WW Ry.INDOLOCATIONS. QUANTITY OF PANELS TO BE VERIFIED BY CONTRACTOR IN C. (8 GA X 31") AND CANNOT BE REPLACED WITH 16D SINKERS (9 GA X 31") UNLESS OTHERWISE SPECIFIED. As Noted T.,3 .. sheathing panel edges perpendicular to the framing members shall not be required except at intersection of adjacent roof planes.Floor and roof p, BOLT HOLES SHALL BE AT LEAST A MINIMUM OF 1" AND NO MORE THAN A MAXIMUM OF I/16" LARGER THAN THE BOLT DIAMETER( PER SECTION COMPLiANCE W/ ABOVE MENTIONED INSTALLATION PROCEDURES12.1.) -- pate: perimeter shall be supported lby framing members or solid blocking. USE PROPER SAFETY EQUIPMENT,WELDING GALVANIZED STEEL MAY PRODUCE HARMFUL FUMES, FOLLOW PROPER WELDING PROCEDURES AND. 8. SAFETY PRECAUTIONS. WELDING SHOULD BE IN ACCORDANCE WITH A.W.S STANDARDS 04.29.09 These plans are an instrument of service and are the property of the Architect Any infringenerts will Ce prosecuted II General Notes 1. *(CONTRACTOR TO INSPECT EXISTING STRUCTURE&VERIFY IT'S CONDITION. IF IT IS DETERMINED THERE IS SIGNIFICANT STRUCTURAL DAMAGE, THE CONTRACTOR !S REQUIRED TO CONTACT THE BUILDING DEPARTMENT AND ORGANIZE AN ON SITE REVIEW MEETING BEFORE ANY WORK BEGINS) S S 7 Y U U U m iii N n0/ z ai r U e ALL WORK TO BEGIN c\1n �/ 44 BEHIND EXISTING POOL QZii 0 0 ` SIDE PARD SETBACK LINE — "OQ I .�°' I ,ll , �¢0 TOP OF BLUFF z / / / , //0/ •?- 4/./ LINE OF NEW WOOD CONCRETEDECK UCTURE PIERS ON II ` f / _ i olfil D `.. • NEW IPE DECKING FINISH - EXISTING ONE STORY FRAMED HOUSE • N_ ,Q /1. / '\ ,/ TO REMAIN O, -- / * (CONTRACTOR TO INSPECT R R PE EXISTINGt ; r 1 STRUCTURE VERIFY IT'S CONDITION. " v: EXISTING FOOLJ I • IF IT IS DETERMINED THERE 15 5c y ,A40640 P SIGNIFICANT STRUCTURAL DAMAGE, P SURROUNDING PATIO SURROUNDING CONTRACTOR IS REQUIRED TO REMAIN CONTACT THE BUILDING DEPARTMENT AND ORGANIZE AN ON SITE REVIEW MEETING BEFORE ANY WORK BEGINS) I — I F. VVI . • 06 10.06.09 For Building Permit • 05 09.23.09 Client/Bldg Dept. Review 04 07.14.09 Revised Trustee Drawings __ ______________::.— EXISTING DECK STRUCTURE _ 03 05.27.09 Trustee Application TO REMAIN, REMOVE 02 05.15.09 Prelim Building Dept Mtg. Vii- XISTING WOOD DECKING A rgo .STALL NEW IPE 01 05.01.09 Client Review CCC DECKING --IL NIG No Date Issue r *fit LINE OF NEW WOOD HOT TU® STEPS ON CONCRETE (SIZE TBD) PIERS UJ/ NEW IPE Cli Iti\IID DECKING FINISH 8 E\ 0 ESKY [di/i zal \Vr— r\ u �v SIDE YARD SETBACK LINE ' Y ARCHITECTURE \ n (3 w w Q 227 East 24rd Street, 1st Floor New York, NY 10010 o _ ,i z T 212.675.2374 F 212.675.2375 1 U 0 0 0 Q 0 PLu ROJECT TITLE: Q FAGIN / LANDAU RESIDENCE `Z 855 SOUNDVIEW AVE. „ e Ito 1 ' IcCro MATTITUCK, NY 11952 /Scale : 1/S" = 1'-0" Drawing Title: Site Plan Diagram Job No: Drawing Number: 0818 Scale: 1/8" = 1'-0" By: Am I Date: 04.29.09 This plan is an instrument of service and is the property of the Architect.Any infringements will be prosecuted. 1. CONSTRUCTION NOTES: s SMOKE DETECTOR - INSTALL 45 TYPICAL EXTERIOR WALL CONSTRUCTION: TYPICAL WINDOW MANUFACTURER: INDICATED 4 REQUIRED BY CODE WOOD SIDING AND/OR WOOD PANEL SIDING ON 1/2" W1 ANDERSEN 400 SERIES WINDOWS 4 DOORS CARBON MONOXIDE DETECTOR, INSTALL APA RATED CDX PLYWOOD ON EXISTING 2"X WOOD WITH STORM WATCH PROTECTION GLAZING, coSTUDS (TO REMAIN) WI R-19 SPRAY-IN INSULATION SEE PLANS FOR MODEL NUMBERS. SEE AS INDICATED 4 REQUIRED 13Y CODE (ICYNENE OR APPROVED EQUAL), 5/5" GYPSUM SPECS FOR ADDITIONAL INFORMATION. ALL DEMO: BOARD (TAPE 4 SPACKLE THREE COATS) UNITS WITHIN 15" A.F.F. TO BE TEMPERED. CONTRACTOR TO 'ONLY' DEMO EXISTING CONTRACTOR TO PROVIDE NEW (3) 2X10 WINDOWS, INTERIOR WALLS AS INDICATED TYPICAL SLOPE ROOF CONSTRUCTION: WOOD HEADER AT ALL NEW WINDOW General Notes BY DASHED LINES, EXTERIOR WALLS ONLY ARCHITECTURAL ASPHALT SHINGLE, SEE SPEC FOR DOOR LOCATIONS. AT NEW WINDOW 4 DOOR LOCATIONS, MANUF. (COLOR TBD) INSTALLED AS PER PLUMBING FIXTURES 4 EQUIPMENT. EXISTING MANUFACTURES SPECIFICATION, ON 15* BUILDING STRUCTURE TO BE INSPECTEID 4 TO REMAIN FELT 4 ICE 4 WATER SHIELD, MEMBRANE AT ALL (CONTRACTOR STRUCTURE&VERI TO INSPECT EXISTING FY IT'S CONDITION. IF IT NEW INTERIOR WALL CONSTRUCTION: HIPS, VALLEYS 4 FIRST 3 -0 OF PERIMETER OF IS DETERMINED THERE IS SIGNIFICANT 5/5" GYPSUM BOARD ON EACH SIDE OF ROOF 4 EAVE, ON 5/5" APA RATED CDX PLYWOOD STRUCTURAL DAMAGE,THE CONTRACTOR IS 2"X4" WOOD STUDS AT 16" O.C. PROVIDE SHEATHING, OVER EXISTING 2"X ROOF RAFTERS (TO REQUIRED TO CONTACT THE BUILDING MOISTURE RESISTANT "GREEN BD" AT ALL REMAIN) W/ R-30 SPRAY-IN INSULATION (ICYNENE DEPARTMENT AND ORGANIZE AN ON SITE BATHROOMS 4 CEMENTITIOUS BACKER OR APPROVED EQUAL), 5/5" GYPSUM BOARD (TAPE REVIEW MEETING BEFORE ANY WORK BOARD AT ALL TUB/SHOWED LOCATIONS. 4 SPACKLE THREE COATS) BEGINS) r — SIDEYARD / SETBACK LINE // / \ / / / ALL WORK TO > / / --- \ ` BEGIN BEHIND / / /- r EXISTING POOL / / / 1 / / / LINE OF EXISTING POOL 1 / / / TO REMAIN —� / / / F..I 2X10 MlCRF 7.-.• . // /."�� / / ` /0 / / , CONTRACTOR TO PROVIDE �\� y / / // // / / NEW CONTINUOUS PRESSURE 1 �(� TREATED WOOD LEDGER / / / / / ALONG EXISTING STRUCTURE 1 1 / l / / l / FOR NEW WOOD DECK / r / / / / CONSTRUCTION / / / / / / / \ (01 / / / / / / / / / / / / / / / / / / / I --�� I / J / / / / / ± /// T -3.P2X10MICR , / / / / / I I / / / / / / 'Q �Rc / /'\ L __J L _I / i , / / / ,/ / I . N ::/ 1 / / /I� / / / / XISTING C W / / �'( � Iz` L _ / / EXISTING BASEMENT TO / / E RAL / // REMAIN (ELEV 56.13) / SPACE TO REMAIN / / I'r :- 7 / / / a / I / / 59s / / / / / / / �/ // ! / / ,,� ,tom' kiril 2X10 MICR 7 / �, / / / / / L-__o-. _J L _I / / , // / // / 0 / / / / / / 0 0 / / / / / / _1 _ L _ WI 0 / / / / / / 61 f / / / / / / / / ' 1 0 / / / CONTRACTOR TO / / // / CO / / VERIFY LOCATION / / / / 1 5';`" N I / 'r OF EXISTING / / / `.`� / %° / EQUIPMENT AND / / / / / EXISTING DECK STRUCTURE 06 10.06.09 For Building Permit L J / / RELOCATE IF / / / / TO REMAIN 05 09.23.09 Client/Bldg Dept. Review -� / ,/ / NECESSARY / / / / 3P 2X10 MICRF - �, 0 — / /' / / / / 04 07.14.09 Revised Trustee Drawings / / / / / / 03 05.27.09 Trustee Application \ // / /L , / // / / 02 05.15.09 Prelim Building Dept Mtg. Li, IF — EXISTING FOUNDATION TO 01 05.01.09 Client Review I \ . REMAIN • � , / / No Date Issue 5'-63/4" 2'-6%i' ` J / �_ ` / , , , , -- ` ` ` / Cill_ _ _ _ _ _ , _ _ , , i 1\ \ 1 \ \ 1 \ / / / L L° R 0 1 / SISTER NEW DECKING / STRUCTURE TO EXISTING / / DECKING STRUCTURE ` ` ` ` ` J / li \771___\ / 1 \3 ><1-0 l MICROS (— ' / ARCHITECTURE/ LiL1 T `\��1)-____________ ` , J227 East 24rd Street, 1st Floor dI �` New York, NY 10010 to `, iiuuv T 212.675.2374 F 212.675.2375 al n ta ,t1 co io \ \ a z u PROJECT TITLE: i 0 in l.) / FAG I N I LANDAU 0 5" DIA CONCRETE �____ 1 PIER ID STEPS (TYPJ RESIDENCE 14: 7 (3) 2X10 MICROS Fs 855 SOUNDVIEW AVE. L !1.J L_ MATTITUCK, NY 11952 01 (2) 2X10 PRESSURE TREATED LUMBER FOR STAIR 11/1/// f) I 0 CONSTRUCTION (TYP.) II- PERIMETER LINE OF Co r+ cXv DECK .;, -. m Drawing Title: 10" DIA CONCRETE PIER WI �}- � 24" FOOTING FOR NEW WOOD Foundation Construction Plan 1 3) 2X10 MICRO FRAMED DECK (TYPJ ii _ 6'-11 " /- SIDEYARD -- SETBACK L INE I Job No: Drawing Number: 0818 IScale: 114" = 1'-0" • Am 2 By ----, Q L'� Q C t i O� C o'�s t a l i o F l G '� Date: -- -1 Scale : 1/4 " = 1'-0" 04.29.09 This plan is an instrument of service and is the property of the Architect.Any infringements will be prosecuted. l CONSTRUCTION NOTES: s SMOKE DETECTOR - INSTALL AS TYPICAL EXTERIOR WALL CONSTRUCTION: TYPICAL WINDOW MANUFACTURER: INDICATED 4 REQUIRED BY CODE WOOD SIDING AND/OR WOOD PANEL SIDING ON 1/2" �1 ANDERSEN 400 SERIES WINDOWS 4 DOORS CARBON MONOXIDE DETECTOR, INSTALL APA RATED CDX PLYWOOD ON EXISTING 2"X WOOD WITH STORM WATCH PROTECTION GLAZING, co ASA INDICATED 4 REQUIRED O CODE STUDS (TO REMAIN) W/ R-19 SPRAY-IN INSULATION SEE PLANS FOR MODEL NUMBERS. SEE (ICYNENE OR APPROVED EQUAL), 5/5" GYPSUM SPECS FOR ADDITIONAL INFORMATION. ALL DEMO: BOARD (TAPE 4 SPACKLE THREE COATS) UNITS WITHIN 15" A_F_F. TO BE TEMPERED. CONTRACTOR TO 'ONLY' DEMO EXISTING CONTRACTOR TO PROVIDE NEW (3) 2X10 WINDOWS, INTERIOR WALLS AS INDICATED TYPICAL SLOPE ROOF CONSTRUCTION: WOOD HEADER AT ALL NEW WINDOW 4 G e n e ra I Notes BY DASHED LINES, EXTERIOR WALLS ONLY ARCHITECTURAL ASPHALT SHINGLE, SEE SPEC FOR DOOR LOCATIONS. AT NEW WINDOW DOOR LOCATIONS, MANUF. (COLOR TBD) INSTALLED AS PER PLUMBING FIXTURES 8 EQUIPMENT.T- EXISTING MANUFACTURES SPECIFICATION, ON 15° BUILDING STRUCTURE TO BE INSPECTED BTO REMAIN 4 4 WATER SNI MEMBRANE AT ALL 1. STRUCTURE(CONTRACTOR O INSPECT EXISTING VERIFY& IT'S CONDITION. IF IT FELTICEAER ELD, IS DETERMINED THERE IS SIGNIFICANT NEW INTERIOR WALL CONSTRUCTION: HIPS, VALLEYS 4 FIRST 3'-0" OF PERIMETER OF STRUCTURAL DAMAGE, THE CONTRACTOR IS 5/S" GYPSUM BOARD ON EACH SIDE OF ROOF 4 EAVE, ON 5/S" APA RATED CDX PLYWOOD REQUIRED TO CONTACT THE BUILDING 2"X4" WOOD STUDS AT la" O.C. PROVIDE SHEATHING, OVER EXISTING 2"X ROOF RAFTERS (TO DEPARTMENT AND ORGANIZE AN ON SITE MOISTURE RESISTANT "GREEN1 BD" AT ALL REMAIN) W/ R-30 SPRAY-1N INSULATION (ICYNENE REVIEW MEETING BEFORE ANY WORK BATHROOMS 4 CEMENTITIOUS BACKER OR APPROVED EQUAL), 5/S" GYPSUM BOARD (TAPE BEGINS) BOARD AT ALL TUB/SHOWER: LOCATIONS. 4 SPACKLE THREE COATS) \ — I 1 �,// A351 �,,. SIDEYARD EXISTING POOL TO REMAIN EXISTING STONE PATIO 2XI0 PRESSURE TREATED AW61 o GR145 ir SETBACK LI1NE AROUND POOL TO REMAIN FJ'S Is" O.C. ID NEW z---- DECKING _ ® � .` lU9 DECKING AREA ON 7 ��:� CONCRETE PIER J FOUNDATION W/ IPE WOOD 7 DECKING 8 RAILINGS (TYP.) 1 ''-TER % GXW145 IP" GUEST 2,,; cC HROOM ®• UJ8 1 z 11///1 / BEDROOM / �I O ALL WORK TO \ ,/ ALIGN I BEGIN BEHIND ....-.... EXISTING POOL / I ``7 7 ------- 0// -.,,,_ ;. � I -_ M/ f P4045 / 04 �i BEDROOM • �j , _ _ / / s col \ /Ail. GUEST / � /260 \/--.-- �% BATHROOM - / D ./Air ie 1 \ 02 / 0f //SI, , \ N 1 / /FLU-131611AL \ I AC : ilr , , , / ,„ , , o. , 4 A '1, , 1 /� LINES OF 4U / l > ^ �` � .:::..�:"..-:�.... �`��', / iX0,1;TLTiNIFI / / . . , g� ��' • ,i : � ��. r:/ TIE / LIVING ROOM •/ 01 � /� / L INC `h�- ,�'F ;/ / (13'-0" AFF) / ®ili f;" / / // r/\ FUG 336IIS \ \ 1 EXISTING FIRST MAIN iii / / ./. / FL. LEVEL TO REMAIN /! 1 FWG 120611-4 / / (ELEV 63.52) {}}4- ` C'1! / /, < EXISTING DECK STRUCTURE / / TO REMAIN, REMOVE A/ / / ��' EXISTING WOOD DECKING / I ��` WG 336115 DECK NG eCRAIE NG E — - 1 ,, -•b-----. / II f I / :- l c CONTRACTOR TO REMOVE REMOVE EXISTING 1 " ::.... ... /../-...-.... / , 9 For Building Permit 06 10060 WOOD STEPS _______-___--_-____._______ i EXISTING WOOD FLOORING g 4 TO INSTALL NEW WOOD / ` 05 09.23.09 Client/Bldg Dept. Review / FLOORING ON EXISTING c13..... ^ s co gyp- .J--... / FLOOR STRUCTURE (TYP_) 04 07.14.09 Revised Trustee Drawings KITCHEN / / K . ��" 03 05.27.09 Trustee Application NEW WOOD STEPS ------..__._................. ...._........... ... � M g __ t 4414.,, DOWN 02 05.15.09 Prelim Building Dept t . DOWN TO EXISTING 1� / IlU4 DE I �- it ; / / DINING ROOM O GRA I � �� `:.: v WG 12011-4 9 le Review 0 0 ' \VI? ,:--,, ......... ,law r____, ii 1/1.7- o Date Issue AXW451 iimmr / 1- r li 1 / / AXW451 i\jr)VI::::1 E:\ ° ESt( —t .... ......... NEW DECK LEVEL TO U altalliket ALIGN W/ EXISTING , FWH316. 1IAL. DECK LEVEL ---Th-----,..„, Zft... ---1 ARCHITECTURE P50 227 East 24rd Street, 1st Floor New York, NY 10010 .................... _.____ T 212.675.2374 F 212.675.2375 NEW WOOD STEPS PROJECT TITLE: DOWN EXISTING GRADE FAG I N / LANDAU RESIDENCE 855 SOUNDVIEW AVE. Damb.. MATTITUCK, NY 11952 HOT TUB *lilt/ (SIZE TBD) r Drawing Title: SIDEYARD First Floor Construction Plan SETBACK LINE 1 I Job No: Drawing Number: 0818 IScale: 1/4" = 1-0" By: Arl 6 Icor Co'�1strl-c for Flc 1 Date: -- 1 3 7 f/Scale : 1/4" = 1'-0" 04.29.09 This plan is an instrument of service and is the property of the Architect.Any infringements will be prosecuted. II I I EXISTING RIDGE SEAM ,1 �--- REPLACE EXISTING CHIMNEY CONSTRUCTION NOTES: STACK WITH NEW ONE TO TO REMAIN % \ -„ MATCH s SMOKE DETECTOR - INSTALL AS TYPICAL EXTERIOR WALL CONSTRUCTION: TYPICAL WINDOW MANUFACTURER: ,.,--.14144 tt SIO_► WOOD SIDING AND/OR WOOD PANEL SIDING ON 1/2" �1 ANDERSEN 400 SERIES WINDOWS 4 DOORS INDICATED 4 REQUIRED BY CODE TYPICAL SLOPE ROOF CONSTRUCTION: � �1�,,/,M' eall ,�I�� CARBON MONOXIDE DETECTOR, INSTALL APA RATED CDX PLYWOOD ON EXISTING 2"X WOOD WITH STORM WATCH PROTECTION GLAZING, SEE CONSTRUCTION NOTES ► co AS INDICATED REQUIRED BY CODE STUDS CTO REMAIN) W/ R-19 SPRAY-IN INSULATION SEE PLANS FOR MODEL NUMBERS. SEE NEW METAL GUTTERS � ��►,�,'► ,,,,,''�� - _ EXISTING BOARD TAPE APPROVED SPACKLETHREEREE GOATS)GYPSUM UNITS WITCS HIN ADDITIONAL OBE INFORMATION. ALL DEMO: LEADERS, COLOR TBD. ---A ' -warp 4 ,,,0-- REMAIN COLLAR LIES TO CONTRACTOR >�ERIOR WALLS AS INDICATED D IGATED WOOD HEADER AT CONTRACTOR TO PROVIDE 1D W W NDOW24 10 G e n e ra I Notes ��,�,'''' ,,,44 00- \ AT DASHED W W NDOW DOOR LEXTERIOR OCAWIONS� ONLY ARCHITECT RAL ASPHAI T SHIROOF INNGLE,EE SPEC FOR DOOR LOCATIONS. 1. *(CONTRACTOR TO INSPECT EXISTING 2X10 PRESSURE TREATED t . \ PLUMBING FIXTURES EQUIPMENT. EXISTING MANUF. (COLOR TBD) INSTALLED AS PER STRUCTURE &VERIFY IT'S CONDITION. IF IT DECKING AREA ONW — h 8 1 {ii` STRUCTURE TO BE INSPECTED 4 TO REMAIN MANUFACTURES SPECIFICATION, ON 15* BUILDING IS DETERMINED THERE IS SIGNIFICANT ,IC� �. — FELT 4 ICE 4 WATER SHIELD, MEMBRANE AT ALL STRUCTURAL DAMAGE,THE CONTRACTOR IS CONCRETE PIER // -oilTYPICALEXTERIOR WALL CONSTRUCTION: NEW INTERIOR WALL CONSTRUCTION: HIPS, VALLEYS 4 FIRST 3'-0" OF PERIMETER OF REQUIRED TO CONTACT THE BUILDING FOUNDATION WI IPE WOOD / SEE CONSTRUCTION NOTES 5/5" GYPSUM BOARD ON EACH SIDE OF ROOF 4 EAVE, ON 5/8" APA RATED CDX PLYWOOD DEPARTMENT AND ORGANIZE AN ON SITE DECKING 4 RAILINGS (TYP.) / 2"X4" WOOD STUDS AT 16" O.C. PROVIDE SHEATHING, OVER EXISTING 2"X ROOF RAFTERS (TO REVIEW MEETING BEFORE ANY WORK / / MOISTURE RESISTANT "GREEN BD" AT ALL REMAIN) W/ R-30 SPRAY-IN INSULATION (ICYNENE BEGINS) / TYPICAL WINDOW MANUFACTURER: BATHROOMS 4 CEMENTITIOUS BACKER OR APPROVED EQUAL), 5/5" GYPSUM BOARD (TAPE > < - , E SEE CONSTRUCTION NOTES BOARD AT ALL TUB/SHOWER LOCATIONS. 4 SPACKLE THREE COATS) 1 �\ EXISTING FP TO I ' I ` 1 \ REMAIN 1 1• ••••••t•tttt••••t•••••11•• — EXISTING NLOOK f — 3521elv)F 1øi _ __ _ .................... ..- - - — - -- — $GRADE r: I I ,,:..;....:f: ..�..:.:: EXISTING DECK I I i 'Y :;'/ ��/1 %li./it 'Y�/�%%•% ✓i.,!.�.�.:; %'%%l%%il%la:ia.'s•;::;:. < `"3 STRUCTURE TO REMAIN W/ F ' 1 r ' , NEW IPE DECKING 4 I L____J L____-I EXISTING BASEMENT TO ! RAILING TO BE INSTALLED REMAIN (ELEV 56.13) AL EXISTING BASEMENT 56.13 (elev) //.I'/lFn.:`..::::; /`•r /%.7"F F' e`er f��/.:�:.�..rx;a:.»::�.>':� J :�� :.�:,F:.f><�..::. . EXISTING FOUNDATION TO REMAIN (CONTRACTOR TO '" INSPECT IT'S CONDITION) / SIDEYARD �i SETBACK L INE / "7. i lo inc SectLt -lc,' I /\ lit SEE TYPICAL CONSTRUCTIO NOTES Sca le : 1/4I, -- -riot' CONSTRUCTION: / NEWLEA,DMETERSALCOLGUTTERSORTBD4 , . I / ALL WORK TO > / �� .D �� BEGIN BEHIND �� ii,:::-1:1 Nc,„� .`'r \ / EXISTING POOL / / .44,1477:1751:il,m , , ::::,'.:` , I / \\ ø/ - - / / lift \ - / / I I / / 06 10.06.09 For Building Permit 05 09.23.09 Client/Bldg Dept. Review / / 04 07.14.09 Revised Trustee Drawings / / 03 05.27.09 Trustee Application 02 05.15.09 Prelim Building Dept Mtg. I / / 01 05.01.09 Client Review No Date Issue / / A I LAD 0 ESLOL1 / 11 / / ARCHITECTURE • Q 227 East 24rd Street, 1st Floor / New York, NY 10010 T 212.675.2374 F 212.675.2375 / PROJECT TITLE: / FAGIN / LANDAU / RESIDENCE / 855 SOUNDVIEW AVE. ________.________.__._________________ ro,. MATTITUCK, NY 11952 - _ Drawing Title: Second Floor Construction Plan Green Roof Garden Construction Plan Job No: Drawing Number: II HOT TUB ____________ 0818 (SIZE TBD) Scale: 1/4" = 1'-0" By: Art 4 __ ------------ _____________ _ ( ® --T )1Ro 0 = PI Jr Date: 1 04.29.09 SIDEYARp SETBACK L INE Scale 1/�" = 11-0" This plan is an instrument of service and is the property of the Architect.Any infringements will be prosecuted. CONSTRUCTION NOTES: s SMOKE DETECTOR - INSTALL AS TYPICAL EXTERIOR WALL CONSTRUCTION: ® TYPICAL WINDOW MANUFACTURER: INDICATED 4 REQUIRED BY CODE WOOD SIDING AND/OR WOOD PANEL SIDING ON 1/2" ANDERSEN 400 SERIES WINDOWS 4 DOORS CARBON MONOXIDE DETECTOR, INSTALL APA RATED CDX PLYWOOD ON EXISTING 2"X WOOD WITH STORM WATCH PROTECTION GLAZING, col CCAA INDICATED 4 REQUIRED OO CODE STUDS (TO REMAIN) W/ R-I9 SPRAY-IN INSULATION SEE PLANS FOR MODEL NUMBERS. SEE (ICYNENE OR APPROVED EQUAL), 5/S" GYPSUM SPECS FOR ADDITIONAL INFORMATION. ALL DEMO: BOARD (TAPE 4 SPACKLE THREE COATS) UNITS WITHIN 10" A.F.F. TO BE TEMPERED. CONTRACTOR TO 'ONLY' DEMO EXISTING CONTRACTOR TO PROVIDE NEW (3) 2X10 General Notes WINDOWS, INTERIOR WALLS AS INDICATED WOOD HEADER AT ALL NEW WINDOW 4 BY DASHED LINES, EXTERIOR WALLS ONLY TYPICAL SLOPE ROOF CONSTRUCTION: DOOR LOCATIONS. AT NEW WINDOW 4 DOOR LOCATIONS, ARCHITECTURAL ASPHALT SHINGLE, SEE SPEC FOR 1. *(CONTRACTOR TO INSPECT EXISTING PLUMBING FIXTURES 4 EQUIPMENT. EXISTING MANUF. (COLOR TED) INSTALLED AS PER STRUCTURE&VERIFY IT'S CONDITION. IF IT STRUCTURE TO BE INSPECTED 4 TO REMAIN MANUFACTURES SPECIFICATION, ON 15# BUILDING IS DETERMINED THERE IS SIGNIFICANT FELT 4 ICE 4 WATER SHIELD, MEMBRANE AT ALL STRUCTURAL DAMAGE, THE CONTRACTOR IS NEW INTERIOR WALL CONSTRUCTION: HIPS, VALLEYS 4 FIRST 3'-0" OF PERIMETER OF REQUIRED TO CONTACT THE BUILDING 5/S" GYPSUM BOARD ON EACH SIDE OF ROOF 4 EAVE, ON 5/S" APA RATED CDX PLYWOOD DEPARTMENT AND ORGANIZE AN ON SITE 2"X4" WOOD STUDS AT 16" O.C. PROVIDE SHEATHING, OVER EXISTING 2"X ROOF RAFTERS (TO REVIEW MEETING BEFORE ANY WORK MOISTURE RESISTANT "GREEN BD" AT ALL REMAIN) W/ R-30 SPRAY-IN INSULATION (ICYNENE BEGINS) BATHROOMS 4 CEMENTITIOUS BACKER OR APPROVED EQUAL), 5/S" GYPSUM BOARD (TAPE BOARD AT ALL TUB/SHOWER LOCATIONS. 4 SPACKLE THREE COATS) I I I I REPLACE EXISTING CHIMNEY STACK WITH NEW ONE TO MATCH < TYPICAL SLOPE ROOF CONSTRUCTION: SEE CONSTRUCTION NOTES TYPICAL SLOPE ROOF CONSTRUCTION: SEE CONSTRUCTION NOTES c TYPICAL EXTERIOR WALL CONSTRUCTION: SEE CONSTRUCTION NOTES /I N / r\ c TYPICAL EXTERIOR WALL < TYPICAL WINDOW MANUFACTURER: /\ / ® CONSTRUCTION: SEE CONSTRUCTION NOTES \ / SEE CONSTRUCTION NOTES lU4 1 W5 UJ5 lU6 O WS , TYPICAL WINDOW MANUFACTURER: 0 < EXISTING DECK STRUCTURE SEE CONSTRUCTION NOTES r _r Y r.; I r ii . ... (_r J _,...,_ _,, 4 RAILINGTO BE TOR W/ � DECKING g � 1 1Ei 1 INSTALLED i I Eii E EXISTING 1ST FLOOR EXISTING 1ST F L R FLOOR�. _ _ _ _ _ f i .1__ ,._ _ _ _,1 .:r-.-__ _ _ _ tom,_ — _ _ — - - - - - - - - - - - - - - - - - .�._._.-._..-� .�� ` -� - _ : : -.:b"r. -'fi: : - - - 1i-. r - Jr. .l : _ - - l..,. Y - _••_ r .. -� �- - -- -- Y" ., . -.... . . . . ...... .,.,,- rr r � , rf �- 6352 Celev) 6352 (elev) 4.i.,*' 1141frn '� . .F , , , C � c AL- GRADE fi (elev) _ u: — . i GRAD .�- < .. . _ .:.. DECK • , , , I . .• .. .. .. . ., 6100 EXISTING h E 1 zC fi < STRUCTURE TO REMAIN Y lev) ` �� EXISTING FOUNDATION TO I I . :_.-._: REMAIN (CONTRACTOR TO I • INSPECT IT'S CONDITION) _ — i ;- - _� EXISTING BASEMENT EXISTING BASEMENT L- - - - - - r� - — - ---- -..- - - - - - - - - - - - - - - - �, - 56.13 (elev) — - rJ - - - - - - - - - - - — - - - L, - - — - - — - - - - 56.13 (elev) L - J L . J \or -#1 leve ion W - , S lev3i or — 1 �5ca le: 1/4" = 1'-0" 'Scale : 1/4" = 1'-0" 06 10.06.09 For Building Permit 05 09.23.09 Client/Bldg Dept. Review 04 07.14.09 Revised Trustee Drawings 03 05.27.09 Trustee Application 02 05.15.09 Prelim Building Dept Mtg. 01 05.01.09 Client Review No Date Issue < TYPICAL SLOPE ROOF CONSTRUCTION: SEE CONSTRUCTION NOTES . K I ik ID 0 ESt(i c TYPICAL EXTERIOR WALL CONSTRUCTION: TYPICAL SLOPE ROOF LIILAIL SEE CONSTRUCTION NOTES CONSTRUCTION: SEE CONSTRUCTION NOTES ARCHITECTURE 227 East 24rd Street, 1st Floor • /��\ N ' ,' 7\ A i` / c TYPICAL EXTERIOR WALL New York, NY 10010 / / CONSTRUCTION: T 212.675.2374 F 212.675.2375 y ® N N / ®�N <N® c TYPICAL WINDOW MANUFACTURER: �IU11 U11 / SEE CONSTRUCTION NOTES i N \ SEE CONSTRUCTION NOTES f 114 > / w4 \\ / \\ / \ fug w3 PROJECT TITLE: N / \ / \ / / c TYPICAL WINDOW MANUFACTURER: / < ' DECK CONS: NEW 2X10 TRUCTION OWN SEE CONSTRUCTION NOTES FAG I N / LANDAU } I- WOOD i CONCRETE PIER • I , FOUNDATION W/ IPE �r. _;_, iY RESIDENCE D LINGs t•.'F IEW AVE V a DECKING RAI ! 1 i' 1 I EXISTING ,ST FLOOR E,, 855 S O U N D L ,. ,, FLOOR EXISTING 1ST F -_ - - -�'v�.�.__..._. �_�.__ .�.v..,.�__.._..,......_- _.� .v..�.J_:_....:yti�-._L �J.� ..j.•.j._-..1��.--L`Ll..�..�. 1......_u�.�..�.� .�.-,. - - -_ _ ...-... ..-... .._...}-�.«.,..r.}:..�-r-T-.':}. rM-+-+- �+i++- .. r , .1 ....... .... •-i- H-.• .� -F`.... ri' ..: F-"--- f .Y`�_ - ev 6352 ) MATTITUC NY 63.52 (elev) i i� I I i ■i i H. , . ; „ . , `� �.+ Cel 11952 95 I i � .4. i K . SII r _'. fz. - l GRADE GRADE R DE "7 I 60.00 (elev) i i i 60-00 (elev) - < EXISTING DECK I K EXISTING FOUNDATION TO i i I i STRUCTURE TO REMAIN WI r-- REMAIN (CONTRACTOR TO ' i • ; INSPECT ITS CONDITION) r 1 r 1 r' ',_i L-___J L----J o LED Drawing Title: IPE 1 EXISTING BASEMENT BASEMENT- — - - - - - - — - — - — - – - - — - — i- - – rJ – – — - - - — - — - L, 56.13 Celev) rJ i i -i EXISTING BAS Elevations � L 1 EXISTING FOUNDATION TO L -- REMAIN (CONTRACTOR TO -- INSPECT IT'S CONDITION) so l e Y G j or I j 6 5 7 l e 1� C o/- Job No: Drawing Number: 3 ;Scale : 1/4" = 1'-0" ` 4 ,)Scale Ie : 1/4" = 1'-0" 0818 Scale: A113 5 1/4" = 1'-0" By: .... Date: 04.29.09 This plan is an instrument of service and is the property of the Architect.Any infringements will be prosecuted. 1