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Home My WebLink About43223-Z S4pFO(,f,�oG Town of Southold 3/3/2019 P.O.Box 1179 a C07 • 53095 Main Rd '1,ij01 �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40229 Date: 3/4/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1150 Mason Dr., Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-7-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/14/2018 pursuant to which Building Permit No. 43223 dated 11/15/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered front and rear porches, rear sun porch, rear raised terrace and second floor deck as applied for per ZBA#6957 dated 9/15/2016. The certificate is issued to Raimondi Jr,Raymond&Ann of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0064 1/29/2019 ELECTRICAL CERTIFICATE NO. 43223 2/25/2019 PLUMBERS CERTIFICATION DATED 11/15/2018 George Berry ut o ' ed Signature gOFFQ4 TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • SOUTHOLD, NY .�p01 � Sao 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#: 43223 Date: 11/15/2018 Permission is hereby granted to: Raimondi Jr, Raymond 301 E 79th St Apt 7S New York, NY 10021 To: Demolish existing house and construct a new single-family dwelling as applied for with flood permit per SCHD, ZBA, Trustees and DEC Non-Jurisdiction letter. Replaces BP# 41112 At premises located at: 1150 Mason Dr., Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-7-6 Pursuant to application,dated 11/14/2018 and approved by the Building Inspector. To expire on 5/16/2020. Fees: PERMIT RENEWAL $1,286.20 Total: $1,286.20 BuildingSpector S�FFnt�co TOWN OF SOUTHOLD k moo. BUILDING DEPARTMENT y TOWN CLERK'S OFFICE SOUTHOLD� NY y�ol '1lap�-u 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#: 41112 Date: 10/26/2016 Permission is hereby granted to: Raimondi Jr, Raymond &Ann 301 E 79th St Apt 7S New York, NY 10021 To: demolish existing house and construct a new single-family dwelling as applied for with flood permit per SCHD, ZBA, Trustees and DEC Non-Jurisdiction letter. At premises located at: 1150 Mason Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-7-6 Pursuant to application dated 9/19/2016 and approved by the Building Inspector. To expire on 4/27/2018. Fees: DEMOLITION $943.60 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,572.40 Flood Permit $100.00 CO -NEW DWELLING $50.00 Total: $3,666.00 Bui i ns ector pF SO(/r�o� 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �O • �o roger.richertCcD-town.southold.nV.us l�counm,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To* Raimondi Address: 1150 Mason Dr r- City: Cutchogue St: New York Zip: 11935 Budding Permit#. �3QQ 3 �& AAS Section: 104 Block: 7 Lot: 6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 300a Heat gas Duplec Recpt 92 Ceding Fixtures 32 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 13 Wall Fixtures 31 Smoke Detectors Main Panel 2-15 A/C Condenser 4 Single Recpt 3 Recessed Fixtures 113 CO Detectors Sub Panel A/C Blower 4 Range Recpt 50a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 2-30 Emergency Fixture Time Clocks Disconnect 2-15 Switches 131 Twist Lock Exit Fixtures TVSS Other Equipment: 6-bath fans, range hood, 14 ft plug mold, !-ARC fault circuit breaker, 21-combinatic GFCI/ARC fault circuit breakers Notes: Inspector Signature: Date: February 25 2019 81-Cert Electrical Compliance Form.xls i �yD �vaYYs Y/ FE. Town Hall,53095 Main Road 'x® Fax(631)765-9502 P.O.Bos 1I79 �'®p r � Telephone(631)765-1502 Southold,New York 11971-0959 ag - BUILDING DEPARTMENT D [EC Dv[E TO'VM OF sou T-Hoio NOV 1 6 2018 BUXLDING DEPT, O E R T I F 1 !C A T 10 lq TOWN OF SOUTHoUD Date: / r la I----T-- Building Permit-No. Owner. �/ Dad/'d-� (please jdntt))� (please print) I cerffy that the solder used in the water supply system contains less than 2/10 of 1% lead. uraaber igndt re) Sworn to before me this day of` l , 20� �No.01BENWA Notary Public, Ooullty �1��'�i OF SOUT,yOIo �courm,��'' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [i ]4 OUNDATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: o �� wv►d (,ov✓ �G 4tp�61"—ov,- In 6"— DATE 3 INSPECTOR r It SOUIyo cout I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [vfeROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ✓ �;�at n PLAA,� 1 S d DATE INSPECTOR SOUlyO TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]_ FOUNDATION 1ST [ ] R UGH PLEIG. [/] OUNDATION 2ND [ INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: t1� V- S r - &�-fmej DATE INSPECTOR a SOUIyO TOWN OF SOUTHOLD BUILDING DEPT. u 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [Vf FINAL NID [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMAR S: Y - 0 (fAk 4 04 3 r u�(k4r� • DATE 1 INSPECTOR UF SOUTy�! * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 765-1802 -,' ' INSPECTION 4(_( [t___, [ ] 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) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �� INSPECTOR L:--��'��t� �. n—� !.�' 1 __..� L �.. 4 �,; �.�- , � �s � ..��...v y.>. .� ,a, ,�...n..m .v., y�""i$A�. ..u...>� s. .:.:.::%ASY, .. ie.Yw � y "'�. gun/ dft t 1 P ee IIS "�'✓-..+' �• ,tom IA a r D n�--' MAY 2 3 2017 BUILDING DEPT. TOWN OF SOUTHOLD •*�CJj� m� f s } Y k air- r ;v; 14m- Y: e t x i r r tr a W n 1� /7L7p• MAX �i BUILDING DEPT. TOWN OF SOUTHOLD Spray Foam Logics p 1 PO Bou 908 Mastic NY 11950 G91-74Z-9W& _Limwo#99874-H SEP 1 3 2018 107 CERTIFICATE OF INSULATION R1,71-LUPTC,DEPT. JOB INFO:_ l v_ �_�_ DANE OF INSTALLATION: P is Exferior Walls TYPE INCHES R-VALUE TYPE INCHESK-VAc E OPEN CELL FOAM ______ •OPEN CELL F6Am _ :__ CLOSED CELL FOAM _� T!,_ _��_ CLOSED CELL FOAM ��_ FIBEROLASS ______ ______ FIBEKOL ASS CELLULOSE ____— CELLULOSE __ _ ______ TYPE INCHES K VAzL.UE TYPE INCHES K VAcLUE OPEN CELL FOAM ___,__ __ / OPEN CELL t=OAM __ CLOSED CELL FOAM , ��_ _ l_ CLOSED,CELL FOAM �3 FIBE:OLAcSS _�__ FIBEKOLA SS __—_— CELLULOSE Y___ __ _ CELLULOSE —/J TU JV F,6-04 A`) `�� 1 I �"-�i�t1 d7LL C'�.�5 1I (24F-e-Z- F=IkE.CAULk-ED TO CODE DATE OF INSTALLATION FIKE BLOCKED TO CODE DATE OF WSTAiLL ATION AcG:SEAL SUBSTAcTE TO CODE DATE OF INSTAcLLAcTION r- I, ihat- fhe residence re-0erented above Was insulated os per dtFed proposal Loy builder/homeomm oid ;the insfollaticn was conduc ed in con-Pormonc p licalgle codes and sfandatrds and regulations ' AUTHOR ED 5lC-NATURE FOUNDATION(IST) FOUNDATION (2ND) ROUGH FRAMING : PLUMBING a MAR ON �,. STATE •INSULATI ,Y CODEs ADDITIONAL RAW r !Mio, !TWM > ,• a s rl TOWN OF SOUTHOLD' BUILDING PERMIT APPLICATION"CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. . Check Septic Form N.Y.S.D.E.C. - Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Foran Contact: � �(X Approved 20 Mail to: CDAI> Disapproved a/c Phone: Expiration ,20 Buil ing ector.. ' 'DISAPPRONAL LICATION FOR BUILDING PERMIT 14 JAN 1 5 2016 '��.,`�', I "" �� , �c�, ,, �. I Date JWN ,20 �o INSTRUCTIONS , I This application MUST be Qompletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. , " ' 'I I c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not'commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the"permit for an' addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or• -- -, \ Regulations,for the construction of buildings,additions,or alterations or for removal,or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and,regulations,"and to admit authorized inspectors on premises and in building for necessary inspections. (Signa a of�a\ppc t or _e,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises I �1�b�f.� 1'Y\01 1 (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. PVW D I - Plumbers License No. Electricians License No. ' Other Trade's-License No: 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No.-1000 ,Section �,04 Block Lot , (o J _ Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy^ I'7b?L- Q , ` To OEI b. Intended use and occupancy P -�b2Q wd W a�1r-1-00► tAGIA IA6�0 - 1 3. Nature of work(check which applicable):k Building Addition Alteration Repair Removal olition Other Work �X -iYl�1f Qlv IN NDN'' 4. Estimated Cost CaAeop•D V1_7 M&��o Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimension of sting sttrrules, if any:Front �Z Rear �� Depth 1 Height6 Number of Stories DimensionsQfsamyrlu eAe It alterations or additions: Front Rear Depths i ht Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot:Front �- Rear ��JD _Depth 10.Date of Purchase JQA d Name of Former Owner 1 )f� 11.Zone or use district in which premises are situated 12.Does proposed construction violate any,zoning`law, ordinance or•regulation?YES 'NO 13.Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.,Names of Owner of premises RAI _W,�l Address 1.1d f, 0<>-15 Phone No o Name of Architect �. yoyi _W��C� Address "i �"""r,3 .►�4�'hone No 63 S -5�5� Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_X.NO * IF YES, SOUTHOLD TOWN TRUSTEES•&D.E.C. PERMITS MAYBE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) w 'Op', being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, ((Eo the (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. Sw tip before me this `1 day r• 20 ANNETTE LYNNE RIEGEL t.• blic -State of Nem Vnrk Nota Pu NO. 01816272953 Signature of Applicant Quziified in Suffolk Count o My Commission Expires f f, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY,11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check septic Form D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved 201 Mail to: � ��' Disapproved a/c Phonel,G$t 11iA —5555 Expiration ;10 ,201T_ D IEC IE Din Sldpector SEP 2016 APPLICATION FOR BUILDING PERMIT Date BUILDING DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to,the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) C��ltt�l�ta 1�ut• ti11,4c (Mailing address of applicant) State whether applicant is owner, lessee, age , architect, e gineer, general contractor, electrician, plumber or builder - M — Name of owner of premises +A,�I,� R,4UVV -u::>1 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and`title'of c'orporate;officer) Builders License No., Plumbers License No.- Electricians o:Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: Ccs , \1� �zz�ft afac_Ll , House Number Street 4 .; Hamlet County Tax Map No. 1000 Section 6,4 L Block Lot Subdivision Filed Map No. Lot ` 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 5M(9 JC ,1X uyA-WNg', -woe b. Intended use and occupancy 4t-W13 Cj&kLr ,f 7Wt-W j4:n� � 3. Nature of work(check which applicable):New Building��, Addition Alteration Repair Removal Demolition Other Work � (Description) 4. Estimated Cost O�t000 _ Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars _ 6. If business, commercial or mixed occupancy, specify nature a d ext t f each type of use. 7. Dimensions of existing structures, if any: Front � ' ew Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front i"1, Depth Height Number of St6is t=j V 1 8. Dimensions of entre new construction: Front � 1 Rear i Depth ` �%�` Height 11 Number of Stories { 4 e 9. Size of lot: Front Rear Depth �� ,,,,,�� ,, �..L3.:'.��T1k ala Si �AC.j Sl�tP•a.Y� 10. Date of Purchase VQ t� Name of Former Owner 1LiI B� 11. Zone or use district in which premises are situated �� l;b� lra"f�t�t�2IW►flo� 12. Does proposed construction violate any zoning law, ordinance or regulation? Yd� NO WT t 13. Will lot be re-graded? YES NO, Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Q o+v Address tA-1,(,, W'1�6 ie Iro, Phone Nobd)� ?,19 40-�� Name of Architect ww--w Address G �Iy trt�,Phone No" -1� Name of Contractor 2ARAW.COWS � Address Po lle?"p9� p p/�Phone No &-'.;I 521, Ov 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES,LC NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIR�7. b. Is this property within 300 feet of a tidal wetland? * YES ANO r�Rp * IF YES, D.E.C. PERMITS MAY BE REQUIRED. �AA'4' lame LUVATYz-of»oma— �41 lv /zP[74igC> 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 ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the CONNIE D.BUNCH (Contractor,Agent, Corporate Officer, etc.) Notary Public,State of New York No.01 BU6185050 Qualified In Suffolk County ®;)�-o of said owner or owners, and is duly authorized to perform or have performed the G Qa*IQnEf)0kVdhb4fi"s 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 16 day of 20 CX7- , Notary Public Signature of Ap BOARD OF SOUTHOLD TOWN TRUSTEES Y SOUTHOLD,NEW YORK PERMIT NO.8738 DATE: F981WAR.Y 17,2016 J ISSUED TO: RAYMOND RAIMONDI , PROPERTY ADDRESS: 1150 MASON DRIVE,CUTCHOGUE SCTM# 1000-104-7-6 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in .;' accordance with the Resolution of the Board of Trustees adopted at the meeting held on Februmy-17,2016,and , in consideration of application fee in the sum of$250.00 paid by Raymond Raimondi and subject to the Terms and Conditions as stated in the Resolution,the Southold Town�Board of Trustees authorizes and permits the following: Wetland Permit to demolish existing one-story dwelling and construct new two-story a single-family dwelling(3,468sq,ft.first floor footprint),with a 186sq.ft.front porch,and ; a 254sq.ft.rear porch;first floor to be raised to meet flood zone conformance; install new sanitary system; existing 221x48' garage and 141x24' shed to remain; reconfigure driveway;-and add approximately 200 cubic-yards of clean fill;with the condition to 4 i• establish and subsequently maintain a 10'wide non-turf buffer along the landward edge of the bulkhead; and as depicted on the site plan prepared by Frederick R.Weber, revised January 22,2016,and stamped approved on February 17,2016. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, x' and these presents to be subscribed by a majority of the said Board as of this date. t / t W Michael J.Domino,President®�,SQ �r® Town Hall Annex 54375 Route 25 John M.Bredemeyer III,Vice-President P.O.Box 1179 Glenn Goldsmith t r Southold,New York 11971 A.Nicholas Krupski Telephone(631) 765-1892 Greg Williams O s Fax(631) 765-6641 Ecoy Or D BOARD OF TOWN TRUSTEES F E B 2 2 2019 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE �'T"'-�'�'�•1" ,�r_`""'J?° TOWN OF SOINHOLD # 1558C Date:February 8,2019 TRIS CERTIFIES that the,demolifion ofexisting_one-stork,dW611fi gLand,consfructnew, two story, single family dwelling'(3•,4.68sgft=frst'floor footpriim with a 1-86'sq ft• front :porch _and a 254sg ft..rear porch•-firsf-floor-to•lie raised'•to meet flood zone conformance;_installiew. sanitary,system• existing 22'x48' garage and 14'x24' shedto`reihe&,rMrrioVd-dilstina seaward", side patio and'install a 480sgft patio area with steps�td bound,-and••attached stone�Lrriifpedestal; and to install a kyell'to'contain the patio-runoff;reconfigure'driveway ,aria,affdb roxiniately: 200 cubic yards of clean fill:with the condition to establish and subsequently=maintain a 10' wide non-turf buffer along the landward ed e,of the,bulkhead; At 1150 Mason Drive;•Cutclio Suffolk County Tax Map#1000-104=7=6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December2l, 2015„pursuant to which Trustees Wetland Permit#8738 Dated February 17,2016,was issued and Amended on August 16,2017 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 4emolition of,existing•one=stoU,dwelling_and construct•riew two story single4milt'dwelling(5;468sq ft first floor footprint1• with'a 1,969gl, front porch; arid'a'254snrear_porch• first floor to be raised to:meet-, oedzone conformance;:install riew --ff- sariitarNsystem• existing 22'x48' 'garage-and•14'x24' shed to•remain :r emoy6'existing'seaward' side-patio and install a 480sq ft• patio area-with-sfeps to ampWand attached'stow anll_1pedest- and to instdU jft drywell to contain'the,patio runof,'reconf gure•driyewa --,and add- pOk6ximately 200 cubic yards of clean'f ll• with the conditiorito-establish and subsequently,inainta n 1'Q' _wide non-tudbuffer alone;the landward-=edge•of-the-bulkhead. The certificate is issued to RAYMOND RAIMONDI owner of the aforesaid property. a Authorized Signature 'NEW YORK STATE DEPARTMENT OF ENVIRONMEN IAL CONSERVATION Division of Environmental Permits,Region 1 .SUNY n•Stony Brook,50 Circle Road.Stony Brook.NY 11790 P.(631)4440.3661 F:(631)444-0360 vn ry dec.ny gov TIDAL WETLAND LETTER OF MON-JURISDICT16N June 17,2016 Raymond Raimondi 301 E 791"St.,Apt. 75 New York, NY 10021 Re: DEC ID#1-4738-03620/00004 Raimondi Property 1150 Mason Dr. Cutchogue, NY 11935 SCTM: 1000-104-7-6 Dear Mr. Raimondi: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The referenced property, landward of the bulkhead more than 100 feet in length, as shown on the survey by John C. Ehlers, last revised September 12, 2005, and constructed prior to August 20, 1977, as evidenced on the April 4, 1976 historic aerial photograph, is beyond Article 25(Tidal Wetland)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661), no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetland jurisdictional boundary, as indicated above,without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which-may result from 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 hay bale berm: Please,be further advised that this letter--does not relieve you of the responsibility of-obtaining any - - _-- necesary permits or approvals from other agencies. Sincerely, Laura Scovazzo Regional Permit Administrator cc: JMO Environmental BOH-TW File NEW YORE( } Departmentof 5T41L..f C?OR:LNiiY i Environmental — j Conservation FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 23, 2016 TO: Frederick Weber(Raimondi) 41 East Maple Road Greenlawn,NY 11740 Please take notice that your application dated January 15, 2016: For permit to demo dwelling and construct a new single-family dwelling Location of property: 1150 Mason Drive, Cutcho ug e,NY County Tax Map No. 1000—Section 104 Block 7 Lot 6 Is returned herewith and disapproved on the following grounds: The existing accessory garage on this waterfront conforming 61,944 sq. ft. (59,937 sq. ft. buildable land) lot in the Residential R-40 is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard or in the case of waterfront parcels, accessory buildings and structures may be located in the front yard provided they meet the front yard principal setback requirements. The site plan shows the existing accessory garage partially located in the side yard. In addition, accessory buildings and structures on lots between 60,000-79,999 sq. ft. shall have a minimum side setback of 20 feet. The as-built 14'x24' accessory shed has a side setback of 3 feet. AutLin't: zed Sign re Note to App Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. BOARD MEMBERS ®� $®(/j Southold Town Hall Leslie Kanes Weisman,Chairperson ®�� yQl 53095 Main Road• P.O. Box 1179 h O Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �� ® �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider ly�OUN"N Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809• Fax(631)765-9064 January 20, 2016 Frederick Robert Weber Architect PO Box 1374 Water Mill,NY 11976 RE: Raimondi, de minimus request Dear Mr. Weber: I have reviewed your letter dated January 20, 2016,the proposed site plan dated December 21, 2015 (stamped received by the Trustees Dec. 21,2015)and the prior ZBA decision#628 dated January 23, 1964 that you submitted with your request for a de minimus determination. Since you do not propose any changes to the accessory garage and the new dwelling is proposed six(6)feet further from Haywaters Cove, I have determined that your requested modification is de minimus in nature. However, if the Southold Town Trustees require the new single family dwelling to be located closer to the road than what is shown on the site plan,you will be required to apply to the Building Department for a Notice of Disapproval. I will instruct the office to send a copy of this letter to the Southold Town Trustees and the Building Department. If you have any questions,please call the office. Si 59 4, 4�L� ) V • V+ / Leslie Kanes Weisman Chairperson/Dept. Head CC: Southold Town Trustees Michael Verity, Chief Building Inspector -,,BOARD MEMBERS pF S0Southold Town Hall � L`e'slie Kanes Weisman,Chairperson �� ry0 53095 Main Road-P.O.Box 1179 hC, l0 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer cr, Town Annex/First Floor,Capital One Bank George Horning ® �� 54375 Main Road(at Youngs Avenue) Kenneth SchneidercOU Southold,NY 11971 http://southoldtown.northfork.net E EIVED ZONING BOARD OF APPEALS � ;30 D ' l5D V TOWN OF SOUTHOLD UL 1 22 2016 l� Tel.(631)765-1809-Fax(631)765-9064 `-�� y� uthold Town Clerk �U 1 3 2096 ' DFINDINGS,DELIBERATIONS AND DETERMINATION i]ILDIN�s DEPT. MEETING OF JULY 7,2016 TOWN OF SOUTHOLD ZBA FILE #6957 NAME OF APPLICANT:Raymond and Ann Raimondi PROPERTY LOCATION: 1150 Mason Drive,Cutchogue,NY 11935 SCTM# 1000-104-7-6 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 18, 2016 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy _Standards. The LWRP Coordinator issued a recommendation dated May 27, 2016. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us,it is our recommendation that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. The report states that the"one story frame garage and existing shed is inconsistent with LWRP; Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a costal location, and minimizes adverse impacts of development." The Pre-existing Certificate of Occupancy No. 38340 issued by the Building Department on June 20, 2016 mitigates the LWRP's recommendation for the frame garage and makes the granting of the proposed variance for the garage's side yard location CONSISTENT with Chapter 268. PROPERTY FACTS/DESCRIPTION: The property is a conforming 61,944 square foot waterfront parcel Iocated in an R-40 Zoning District. The property has 250.53 of bulkhead frontage along Haywaters Cove. The parcel runs 226.02 feet along Mason Drive, 287.85 feet along the West side, and 266.82 feet on the East side. The parcel is improved with a one story framed house,a one story accessory garage, and an accessory shed as shown on a survey prepared by John C Ehlers,dated September 12,2005. Page 2,Judy 7,2016 #0957,Raimondi SCTM No. 1000-104-7-6 BASIS OF APPLICATION: Request for Variance(s)from Sections 280- 15 and the Building Inspector's February 23, 2016 Notice of Disapproval based on an application for building permit to demolish existing dwelling and construct new single family dwelling at; 1)proposed construction places existing accessory garage in location other than the code required rear yard,2) `as built' accessory shed at less than code required side yard setback of 20 feet; located at 1150 Mason Drive(adj to Haywaters Cove)Cutchogue. RELIEF REQUESTED: The applicant requests a variance to construct a new dwelling that will result in the as built accessory garage being partially located in a side yard. The as-built accessory shed will have a side yard set back of three feet where code requires a 20 foot set back. ADDITIONAL INFORMATION: At the hearing the applicant was asked to apply for a pre-c/o for the accessory garage. The applicant submitted a Pre-existing Certificate of Occupancy No. 38340. The applicant has Board of Southold Town Trustee approval to build the house at a bulkhead setback of 85 feet. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 2,2016 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variance for the accessory garage in a side yard will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family water front homes. The accessory garage is currently in a code conforming front yard location. The proposed new dwelling will place the accessory garage in a side yard without changing the garage's location. The variance for the `as built' accessory shed will produce an undesirable change in the character of the neighborhood and a detriment to nearby properties. No evidence has been submitted that the shed's non- conforming location is typical of this neighborhood. 2. Town Law§267-b(3)(b)(2).The benefit sought by the applicant for the accessory garage cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The new house is being proposed at a setback of 85 feet from the bulkhead. Granting of the variance for the existing accessory garage allows the house to be setback further from the bulkhead than if the applicant were to build a new dwelling without the benefit of a variance. The applicant can move the accessory `as-built' shed to a code conforming location. 3. Town Law 4267-b(3)(b)(3). The variance granted herein for the non-conforming garage location is mathematically substantial, representing I00% relief from the code. However, the location of the garage will not change and the house is being placed at a substantial set back from the bulkhead. The proposed variance for the as- built shed is mathematical substantial representing 85%relief from the code. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Page 3,Jaly 7,2016 iz6957,Rannondi SCTM No. 1000-104-7-6 6. Town Law 4267-b. Grant of the requested relief for the accessory garage is the minimum action necessary to enable the applicant to enjoy the benefit of a new home while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Granting of the requested relief for the `as built' shed is not the minimum action necessary for the applicant to enjoy the benefit of the shed. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Goehringer,, and duly carried,to GRANT the variance as applied for the accessory garage, and shown on the Architectural plan by Fredrick W. Weber R.A.,dated December 21,2015 and DENY the variance for the"as built"shed. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one (1)year terms. Yot the Board.• Ayes: Members Weisman (Chairperson), Dantes, Horning, Goehringer. (Schneider Recused) Th'� R soluti n was d ly adopted(4-0). Leslie Kanes Weisman,Chairperson Approved for filing / !� /2016 n ' BOARD MEMBERS of SO(/j Southold Town Hall ` Leslie Kands Weisman,Chairperson �� y0 53095 Main Road P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes3 Office Location: Gerard P.Goehringer Town Annex/First Floor,Capital One Bank George Horning ® �Q 54375 Main Road(at Youngs Avenue) Kenneth Schneider �yCOU M'1,�� Southold,NY 11971 e; http://southoldtown.northfork.net 3 .0�� D ,��D Ls U ZONING BOARD OF APPEALS SEP 20 �j bf IV A. SEP 2 1 TOWN OF SOUTHOLD Tel.(631)765-1809•Fax (631)765-9064 S uthold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION TC SOUTHOLD MEETING SEPTEMBER 15,2016 AMENDED DECISION ZBA FILE # 6957 Amended NAME OF APPLICANT: Raymond and Ann Raimondi PROPERTY LOCATION: 1150 Mason Drive, Cutchogue,NY 11935 SCTM# 1000-104-7-6 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 18, 2016 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated May 27, 2016. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as records available, and recommended that the proposed action is INCONSISTENT with LWRP policy standards; and therefore, is INCONSISTENT with the LWRP. The report states that the "one story frame garage and existing shed is inconsistent with LWRP; Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a costal location, and minimizes adverse impacts of development." The Pre-existing Certificate of Occupancy No. 38340 issued by the Building Department on June 20, 2016 for the frame garage and Pre-existing Certificate of Occupancy No. 38488 issued on August 31, 2016 for the wood framed accessory shed,mitigates the LWRP's recommendation and makes the granting of the proposed variances for both structures in the side yard location CONSISTENT with Chapter 268. PROPERTY FACTS/DESCRIPTION: The property is a conforming 61,944 square foot waterfront parcel located in an R-40 Zoning District. The property has 250.53 of bulkhead frontage along Haywaters Cove. The parcel runs 226.02 feet along Mason Drive, 287.85 feet along the West side, and 266.82 feet on the East side. The parcel is improved with a one story framed house, a one story accessory garage, and an accessory shed as shown on a survey prepared by John C Ehlers, dated September 12, 2005. 4 Page 2,September 15,2016 #6957,Raimandi SM#No. 1000-104-7-6 BASIS OF APPLICATION: Request for Variance(s)from Sections 280- 15 and the Building Inspector's February 23, 2016 Notice of Disapproval based on an application for building permit to demolish existing dwelling and construct new single family dwelling at; 1)proposed construction places existing accessory garage in location other than the code required rear yard,2) `as built' accessory shed at less than code required side yard setback of 20 feet; located at 1150 Mason Drive(adj to Haywaters Cove)Cutchogue. RELIEF REQUESTED: The applicant requests a variance to construct a new dwelling that will result in the "as built" accessory garage being partially located in a side yard. The as-built accessory shed will have a side yard setback of three feet where code requires a 20 foot set back. ADDITIONAL INFORMATION: At the hearing the applicant was asked to apply for a pre-c/o for the accessory garage. The applicant submitted a Pre-existing Certificate of Occupancy No. 38340. The applicant has Board of Southold Town Trustee approval to build the house at a bulkhead setback of 85 feet. The applicant submitted a pre- existing certificate of occupancy Z-38488 for a wood frame accessory shed. The pre-co was based on an affidavit by Dora Lewin Sawane dated August 26, 2016 attesting that the shed existed during her childhood. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 2,2016 and reopened September 1,2016 pursuant to the applicant's request, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of the variance for the accessory garage in a side yard will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family water front homes. The accessory garage is currently in a code conforming front yard location. The proposed new dwelling will place the accessory garage in a side yard without changing the garage's location. The variance for the `as built' accessory shed will produce an undesirable change in the character of the neighborhood and a detriment to nearby properties. The shed has the benefit of a pre-existing certificate of occupancy. It is not visible from the street. 2. Town Law 4267-b(3)(b)(2).The benefit sought by the applicant for the accessory garage cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The new house is being proposed at a setback of 85 feet from the bulkhead. Granting of the variance for the existing accessory garage allows the house to be setback further from the bulkhead than if the applicant were to build a new dwelling without the benefit of a variance. The applicant e-an could move the accessory `as-built' shed to a code conforming location. However the shed has legally existed in its current location before the adoption of the Town Zoning Code. 3. Town Law §267-b(3)(b)(3). The variance granted herein for the non-conforming garage location is mathematically substantial, representing 100% relief from the code. However, the location of the garage will not change and the house is being placed at a substantial set back from the bulkhead. The proposed variance for the as- built shed is mathematical substantial representing 85%relief from the code.However the shed has the benefit of a pre-existing certificate of occupancy. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 1 1 dt e Page 3, September 15,2016 #6957,Raimondi S CTM"No. 1000-104-7-6 6. Town Law 4267-b. Grant of the requested relief for the accessory garage and shed is the minimum action necessary to enable the applicant to enjoy the benefit of a new home while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Goehringer,and duly carried,to GRANT the variance as applied for the accessory garage and shed, and shown on the Architectural plan by Fredrick W.Weber R.A.,dated December 21,2015; and Any deviation from the survey, site plan and/or architectural drawings cited-in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman (Chairperson), Dantes, Horning, Goehringer. (Schneider not present) Thi lution was duly ap d(4-0). c Leslie Kanes eisman, Chairperson Approved for filing 7//6 /2016 BOARD MEMBERS OF so Southold Southold Town Hall Leslie Kahes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 h® l0 Southold,NY 11971-0959 Eric Dantes [ Office Location: Gerard P.Goehringer cn Jc Town Annex/First Floor,Capital One Bank George Horning �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider l�C��NV�1`c• Southold,NY 11971 Cr f�G�.r ��D http://southoldtown.northfork.net p 0 is ZONING BOARD OF APPEALS SEP 1 �}2� TOWN OF SOUTHOLD l�L f" Tel.(631)765-1809•Fax (631)765-9064 S uthold Town Clerk 1F." r,nIN(;T)M* FINDINGS,DELIBERATIONS AND DETERMINATION T` Lx SOUTHOLD MEETING SEPTEMBER 15,2016 AMENDED DECISION ZBA FILE #6957 Amended NAME OF APPLICANT: Raymond and Ann Raimondi PROPERTY LOCATION: 1150 Mason Drive, Cutchogue,NY 11935 SCTM# 1000-104-7-6 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADN41MSTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated April 18, 2016 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRYDETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated May 27, 2016. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as records available, and recommended that the proposed action is INCONSISTENT with LWRP policy standards; and therefore, is INCONSISTENT with the LWRP. The report states that the"one story frame garage and existing shed is inconsistent with LWRP;Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a costal location, and minimizes adverse_ impacts of development." The Pre-existing Certificate of Occupancy No. 38340 issued by the Building Department on June 20, 2016 for the frame garage and Pre-existing Certificate of Occupancy No. 38488 issued on August 31, 2016 for the wood framed accessory shed,mitigates the LWRP's recommendation and makes the granting of the proposed variances for both structures in the side yard location CONSISTENT with Chapter 268. PROPERTY FACTS/DESCRIPTION: The property is a conforming 61,944 square foot waterfront:parcel located in an R-40 Zoning District. The property has 250.53 of bulkhead frontage along Haywaters Cove. The parcel runs 226.02 feet along Mason Drive, 287.85 feet along the West side, and 266.82 feet on the East side. The parcel is improved with a one story framed house, a one story accessory garage, and an accessory shed as shown on a survey prepared by John C Ehlers, dated September 12,2005. Page 2;September 15,2016 #6957,Raimondi SCTM No. 1000-104-7-6 BASIS OF APPLICATION: Request for Variance(s)from Sections 280- 15 and the Building Inspector's February 23, 2016 Notice of Disapproval based on an application for building permit to demolish existing dwelling and construct new single family dwelling at; 1)proposed construction places existing accessory garage in location other than the code required rear yard,2) `as built' accessory shed at less than code required side yard setback of 20 feet; located at 1150 Mason Drive(adj to Haywaters Cove)Cutchogue. RELIEF REQUESTED: The applicant requests a variance to construct a new dwelling that will result in the "as built" accessory garage being partially located in a side yard. The as-built accessory shed will have a side yard setback of three feet where code requires a 20 foot set back. ADDITIONAL INFORMATION: At the hearing the applicant was asked to apply for a pre-c/o for the accessory garage. The applicant submitted a Pre-existing Certificate of Occupancy No. 38340. The applicant has Board of Southold Town Trustee approval to build the house at a bulkhead setback of 85 feet. The applicant submitted a pre- existing certificate of occupancy Z-38488 for a wood frame accessory shed. The pre-co was based on an affidavit by Dora Lewin Sawane dated August 26,2016 attesting that the shed existed during her childhood. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on,this application on June 2,2016 and reopened September 1,2016 pursuant to the applicant's request, at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board fmds the following facts to be true and relevant and makes the following findings: 1. Town Law &267-b(3)(b)(1). Grant of the variance for the accessory garage in a side yard will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family water front homes. The accessory garage is currently in a code conforming front yard location. The proposed new dwelling will place the accessory garage in a side yard without changing the garage's location. The variance for the `as built' accessory shed will produce an undesirable change in the character of the neighborhood and a detriment to nearby properties. The shed has the benefit of a pre-existing certificate of occupancy. It is not visible from the street. 2. Town Law§267-b(3)(b)(2).The benefit sought by the applicant for the accessory garage cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The new house is being proposed at a setback of 85 feet from the bulkhead. Granting of the variance for the existing accessory garage allows the house to be setback further from the bulkhead than if the applicant were to build a new dwelling without the benefit of a variance. The applicant cart could move the accessory `as-built' shed to a code conforming location.However the shed has legally existed in its current location before the adoption of the Town Zoning Code. 3. Town Law X267-b(3)(b)(3). The variance granted herein for the non-conforming garage location is mathematically substantial, representing 100% relief from the code. However, the location of the garage will not change and the house is being placed at a substantial set back from the bulkhead. The proposed variance for the as- built shed is mathematical substantial representing 85%relief from the code.However the shed has the benefit of a pre-existing certificate of occupancy. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Page 3,'September 15,2016 WSW,Raimondi SCTM No. 1000-104-7-6 6. Town Law $267-b. Grant of the requested relief for the accessory garage and shed is the minimum action necessary to enable the applicant to enjoy the benefit of a new home while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Dantes, seconded by Goehringer, and duly carried,to GRANT the variance as applied for the accessory garage and shed, and shown on the Architectural plan by Fredrick W.Weber R.A.,dated December 21,2015;and Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman (Chairperson), Dantes, Horning, Goehringer. (Schneider not present) Thi lution was duly a pt d(4-0). C et& / " Les ie Kanes Weisman, Chairperson Approved for filing lc-'11(, /2016 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date. November 30, 2018 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9 D Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance ag,2mpan and 3)building own r SECTION A—PROPERTY INFORMATION FOR INSU C A USE Al. Budding Owner's Name Policy Number RAYMOND RAIMONDI '"�7 . ➢ rd' :w; `".�� A2. Budding Street Address(including Apt, Unit, Suite, and/or Bldg. No.)or P O Route andCompany um er� ' Box No. 1150 MASON DRIVE City State ZIP Code CUTCHOGUE New York 11935 A3 Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description, etc.) 1000-104-07-06 A4. Budding Use(e.g., Residential, Non-Residential,Addition,Accessory,etc) RESIDENTIAL A5. Latitude/Longitude Lat.41 00 45 N Long.72 27 18 6W Horizontal Datum ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance A7 Building Diagram Number 9 A8. For a building with a crawlspace or enclosure(s) a) Square footage of crawlspace or enclosure(s) 3800.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 16 c) Total net area of flood openings in A8.b 3200.00 sq in d) Engineered flood openings? ❑x Yes ❑ No A9 For a building with an attached garage a) Square footage of attached garage 0.00 sq ft b) Number of permanent flood openings in the attached garage within 1 0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2 County Name B3 State SOUTHOLD,TOWN OF 360813 SUFFOLK New York B4. Map/Panel B5 Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 36103CO164 H 09-25-2009 X&AE EL 6 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139- ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source B11. Indicate elevation datum used for BFE in Item B9 ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source B12 Is the budding located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑x No Designation Date ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions Form Page 1 of 6 OMB No 1660-0008 ELEVATION CERTIFICATE Expiration Date. November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg No)or P.O. Route and Box No Policy Number 1150 MASON DRIVE City State ZIP Code Company NAIC Number CUTCHOGUE New York 11935 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1 Building elevations are based on ❑ Construction Drawings* ❑ Budding Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.2—h below according to the budding diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized. Vertical Datum. NAVD Indicate elevation datum used for the elevations in items a)through h)below ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source Datum used for budding elevations must be the same as that used for the BFE. Check the measurement used a) Top of bottom floor(including basement, crawlspace, or enclosure floor) 7.63 ❑x feet ❑ meters b) Top of the next higher floor 11.23 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑ feet ❑meters d) Attached garage(top of slab) ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 8.70 Z feet E] meters (Describe type of equipment and location in Comments) fl Lowest adjacent(finished)grade next to budding(LAG) 8.40 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to budding (HAG) 8.70 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support ❑ feet ❑ meters SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. l certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or impnsonment under 18 U S Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? Z Yes ❑No ❑Check here if attachments. Certifier's Name License Number OF NEWS JOHN T METZGER 49618 �� '�" �° Q° Title OWNERy Company Name ' PECONIC SURVEYORS PC Address 1230 TRAVELERS STREET ' City State ZIP Code SOUTHOLD New York 11971 Signature Date Telephone Ext. 02-20-2019 (631)765-5020 Copy a / ages of this ENw4gVertificate and all attachments for(1)community official, (2)insurance agent/company,and (3)budding owner. Comments(including type of equipment and location, per C2(e), if applicable) LOWEST AC UNIT AT EL 8.7 NO UTILITIES IN CRAWLSPACE ALL MECHANICALS ON FIRST FLOOR FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1150 MASON DRIVE City State ZIP Code Company NAIC Number CUTCHOGUE New York 11935 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE), complete Items E1—E5 If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG b) Top of bottom floor(including basement, crawlspace, or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is [:]feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the budding is [:]feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only- If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date, November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Budding Street Address(including Apt., Unit, Suite, and/or Bldg No)or P.O. Route and Box No. Policy Number 1150 MASON DRIVE City State ZIP Code Company NAIC Number CUTCHOGUE New York 11935 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C(or E), and G of this Elevation Certificate. Complete the applicable item(s)and sign below Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO G3. ❑ The following information(items G4—G10)is provided for community floodplain management purposes G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement) of the budding ❑ feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site ❑ feet ❑ meters Datum G10. Community's design flood elevation ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments FEMA Form 086-0-33(7/15) Replaces all previous editions Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1150 MASON DRIVE City State ZIP Code Company NAIC Number CUTCHOGUE New York 11935 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. , f 4: ,, z y i Illll i FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1150 MASON DRIVE City State ZIP Code Company NAIC Number CUTCHOGUE New York 11935 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken, "Front View" and 'Rear View", and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. r ' l 4> 3 ' S t j �✓ �k {{ x, F y�F s. IiWk f lot 4 ant S xED a Photo Four Caption "t: 69rMomFouur FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1150 MASON DRIVE City State ZIP Code Company NAIC Number CUTCHOGUE New York 11935 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken, "Front View"and "Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. F111011111A OW, i H / IMIi 4p j �r FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1150 MASON DRIVE City State ZIP Code Company NAIC Number CUTCHOGUE New York 11935 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and"Rear View"; and, if required, "Right Side View"and ''Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. 1. + a, Y. . =rim ■1 t 1t1 asr i1N ,may 5 / / BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1150 MASON DRIVE City State ZIP Code Company NAIC Number CUTCHOGUE New York 11935 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 budding photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and'Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. s llamaII I MY I, i 2 r d,..,..,,^....,.......-.--....,............ .... ,... -,.... ,,,...,__...,.,....._.., _ .. / f` r IrtFvw Y wu%-'aNuun w,r=..... .. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.. Unit. Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 1150 MASON DRIVE City State ZIP Code Company NAIC Number CUTCHOGUE New York 11935 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken, ''Front View"and "Rear View"; and, if required, "Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will ft on this page, use the Continuation Page. �f ...... . ....................._..... _. _., __ .. 7717 TF g ill MOM; 6j 0 x __ __..._.. Fulill r-dye J 01 o BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 1150 MASON DRIVE City State ZIP Code Company NAIC Number CUTCHOGUE New York 11935 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and"Rear View"; and, if required, 'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. 'ame'u-'e- T/111,171717771 77- 0 f 1 i If�i� n Hall. S.11lVS 1 k - . MIu111 [j"H T. TERRY 1 +— Y ` r o. no, 117<► 'TOWN CLERK ~ �' 1 ,�'� Soulhol(l Ncw )'lirk T1511CS +' (C� L.^�'• O� Fax (5 10) 765.1 R I�c15FRnR OF v1TN.STA `1 �" "�' Tdcphonc (S 16) 76.S. I MARRIAOF OFrICI?R RECORDS MANACEMP4T OI-FICE II � FREEDOM OF INFORMATION OFFICER �3C��V OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of.. the Code of the Town of Southold: "Floodplain Development Permit application" (FDP(93) ] , and ';'Certificate of Compliance f6 Devel/o-• men in r Special Flood Hazard Area (CIC(93)] . 11 J 1 TOW4 OF SOi -PiOLD /Judi/th T. Terr Y Southold Town Clerk August 25, 1993 � 1 1 APPLICATIC>N f PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION T GENERAL PROVISIONS (APPLICANT to read and si�)' 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if uo work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE,TRUE AND ACCURATE. •. (APPLICANTS SIGNATURE)_ DATE- P, ATE SECTION 2: PROPOSED DE`'ELOE(/'1ENT (T�be completed by APPLICA -1M NAME ADDRESS TELEPHOLTE APPLICANT BUILDER ENGINEER PROJECT LOCATION: To avoid delay in processing the applicauoa, please provide, cuou-p_h information to easily identify the project location- Provide the suect address, lot number or Icgal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark A sketch attached to thus application showing the project location would be helpful. FDP(93) APPLICATION 1 PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes) a STRUCTURAL DEVELOPMENT 6CTIVITY STRUCTURE TYPE O New Structure O Residential (1-4 Family) ❑ Addition O Residential (More than 4 Family) ❑ Alteration ❑ Noo-residential (Floodproofmg? ❑ Yes) O Relocation ❑ Combined Usc (Residential & Commercial) ❑ Demolition" P ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park?. ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ DrWing ❑ Grading O Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) j O Role, Street or Bridge Construction ❑ Sul;divisron (New or Expansion) / / ❑ mdual Water or Sewer Systcm J ❑ Other (Please Specify) Aftcr completing SECTION 2, APPLICANT- should submit form to Local Administrator for review. SECTION 3• FLOODPLAIN DETERMINATION CFo be completed by LOCAL ADNINSTRATOR) The proposcd development is located on FIRM Pancl No. , Dated The Proposed Development: O IsJOT located in a Special Flood Hazard Arca (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). O Is located in a Special Flood Hazard Arca. FIRM Toric dcsigpation is 1Q0-Year flood cicva(ion al the silt Ls: Fl. NGVD (MSL) ❑ Uoavailablc ❑ Tbc proposcd dcvclopmcnl is localcd In a (loodway" FBFM Panel No Dated ❑ Scc Srction 4 (or additional iostrumons SIGNED DATE i APPLICATION 4 PAGE ] OF 4 SECTION 4. AQQ1T1 NAI. INFORMATION REQUIRED To he com Ieted by L ULADMINIST'RATOR The applicant must submit the documents checked below before the applicadon can be processed: ❑ A site plan showing the location of aJl cpsting structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, dc(a.L of floodproofing of utilities located below the first floor and details of coclosures below the First floor. Also ❑Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they arc not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). Ft: MSL . For C] Floodproofulg protection level (non-residential only) NGVD (MSL). floodproofed stmctures, `ppGcant must attach certification from registered engineer or architect. / ❑ Certification from a'registcred engineer that the proposed acdvi(' in a regulatory floodway will no( result in any increase in the heigh( of the 100-year flood. A copy of aH data and calculations supporting tivs finding must also be submitted_ ❑ Other. E I 5: PERMIT DETERMINATION fTQ be completed L 'AL ADMIN[ RAT R I have determined that the proposed activity. A_ ❑ Is B. ❑ Is not in conformance with provisions of Local Law if , 1.9 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is checked, (be Local Admiaistrator may issue a Development Permit upon paymcn( of designated fee. If BOX B is checked, the Local Administrator will provide a writ(ca summary of deficiencies. Applicant may revise and resubmit an application to the local Administrator or may request a bearing from (be Board of Appeals APPLICATION ry PAGE 4OF4 APPEALS Appealed to Board of Appeals" O Ycs ❑ No Hearing date: Appeals --- ?—o Yes 9-I No Conditions SECTION 6 AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal WIitrh Hazard Areas• bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). 2- Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL)- NOT' : Any work performed prior to submittal of the above information L at the risk f the Appl;:cant_ SECTION 7 COMPLLANCE ACTION (To be completed by LOCAL, ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on iaspcctioo of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YFS ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO ,SECTION 8 CERTIFICATE OF COMPLIANCEM be completed by LOCAL kDNTINISTRATQR) Certificate of Compliance issued: DATE: BY: r Attachment B , `� BAMP,i,E CERTIFj CATE 'F COMPLIANCE / ecial Flood Hazard Area for Development in a Sp r I f TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA rn�r R MUST_R-E AIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: D NEW BUILDING O EkISTING BUILDING o VACANT LAND 1 / THE LOCAL ADMINISTRATOR IS TO COMPLETE A., OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_. SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC ( 93 ) Scott A. Russell �� STORMWA\T E kt. SUPERVISOR �T ( r ��zA��A��EMENT SOUTHOLD TOWN HALL-P.O.Box 2179 53095 Main Road-SOUTHOLD,N 1V YORK 11971 Town of Southold CH"TER 236 m STORMWATER MANAGEMENT WORK SHEET SEP 2 � ��6 ( TO BE COMPLETED BY THE APPLICANT ) -- - -- -- - - - - -- - i. DOES TMS PROJECT IIN VOL VE AINY OF TTIE F 01,L0WLNT G: .CHECK ALL THAT APPLY) Yes No !F �❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. �,"Agn B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ®E[ C. Site preparation on slopes which exceed 10 feet vertical rise to j; 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. j: ®® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior-approval of a Stormwater Management �., Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above,STOP'. Complete the Applicant section below with your Name, Signature,Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. 4PPLtCASM 'Property Owner.DcAgn"Profe+aonaL Agent.Contractor.Other))! S.C.T.M. t: 1000 Dale t' I D•ctrict XA,IE i' Lqa section Block - Lot " i FOR BUILDING DEPARTMENT USE:ONLY Contact hiforniativa Reviewed Bv: - - — — — — — — — — — — — — — — — — QQ j Date: Properly Address/Location of Construction Work: — — — — — — — — — — — — — — — — — f Approved for processing Building Permit. StorniN ester Management Control Plan iNot Required. rKA Stormwater Management Control Plan is Required. UN (Forward to Engineering Department for Review.) FORM ` SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. 1000 (Property Owner,Design Professional,Agent,Contractor,Other) — — X10 /C TER 23 p �( Stormwater Management Control Plan CHECK LIST vii:: �( 1 r Sccnon Block Lot S N1 C P -Plan Requirements: Provide ONE copy of the Building Permit Application. k �Da% �k The applicant must provide a Complete Explanation and/or Reason for not providing t all Information that has been Required by the following Checklist! 1. A Site Plan drawn to scale Not Less that G0'to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Here! YES NO NA If you need additional room for explanations, Please Provide additional Paper. show all of the following items: Y P I a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by 9236-ITC)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. IN,f. Existing& Proposed Contours ofi the Site (Minimum Z Intervals) (L�ttiNG S �1J23FiESl6tJ�orl �� CaNTt�^45O-A404. :,s g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. OR Provide Esighseei's Cie,tification 1. Location of proposed Swimming Pool and discharge ring. ' j. Location of proposed Soil Stockpile AtTa(s). o Code. k. Location of proposed Construction Entrance/Staging Arca(s). I. Location of proposed concrete washout area(s). m. Location oral[proposed erosion&sediment control measures. 2. StorniNvater Management Control Plan must include Calculations showing EROSION &SEDIMENT CONTROLS that the stormwatcr i nprovements arc shed to capture,store,and infiltrate Shall include but not be limited to: on-site the run-off from all imperk iuus surfaces generated by a two(21 inch maintained Construction Entrance, rainfall/storm event. stabilization & 3. Dctail>&Sectional Drawings foi sinrmwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. h. Construction Entrance& Site Access. c. Inlet Drainage Stl'uCtul'e5 (e.g.catch basins, french drains,etc.) _ D d. Leaching Structures (e. . infiltration basins,swales,etc.) {� FOR ENGIN 1 G DEP T N USE ONLY**** i ! Additional Information is Required. OCT 2 5 2016 j ;i Reviewed & I ® Stormwater Management Control Plan is Not Complete. Approved By: — - - - - - - - - - - - - - - - - - 1 Stormwater Management Control PI �Pln�®• Date: ID hs SMCP has been approved by the Engineer ing-Department.l FORM ' SWCP Check List -TOS MAY 2014 ier 4' High Drainage Structures t-cay-!j u •• - a EROSION &SEDIMENT CONTROLS DRAINAGE INSPECTIONS ARE REQUIRED Shall include but not be limited to: Cqntact TOS Engineering at 765-1560 before A well maintained Construction Entrance Backfill, OR Provide Engineer's Certification Wire Backed Silt Fencing,stabilization& that the drainage has been installed to Code. HID Seeding of exposed and/or inactive soils. AWING SCHEDULE CUT40G .CIITCHOG . TOWN OF 50UTHOLD DESCRIPTION 5CTM# 1000— 104-01-1- SITE 04-0'1—&SITE PLAN FOUNDATION PLAN FAR-CHITECT: IST FLOOR PLAN RICK R. WEBER E ROAD 2ND FLOOR PLAN GREENL,MWN, NY 11140 ELEVATIONS 52 NOYAC PATH WATER MILL. NY 119116 ELEVATIONS SECTIONS TEL 631 '154—SSSS f weberarchitectagahoo.com FINISH SCHEDULE/DETAILS SEA CODE DETAILS %CKl��A STRUCTURE: IST 0 STRUCTURE: 2ND ELECTRICAL: IST ELECTRICAL: 2ND APPROVAL OF STORMWATER MANAG MENT CONTRO P -T w Cade er 36 Date: 6 Approv d y: SWPP OCT 6. 201& Mia`' E3�. LI& ZONING: R— S �IG 201 INER: rage Garage/Side FE'S 18. 201& NN R AI M O N D I YARDS: (P IPAL) 85' Setback JAN 22. 2016 GUE FRONT 50' REV.: )LID SIDE (ONE): 15' NEW YORK SIDE (BOTH): 35' REAP,: OB F5CALE ATE: DEC 21. 20 15 (PER SOUTHOLDTRUSTEE APPROVAL) : 0' 2 NDVNRI RHEAD, Y LOT COVERAGE: 20% MAXIMUM JOB NO: W201208 'EMBER 12, 2005 EXISTING HOUSE: 2946 SP YOBS EXISTING GARAGE 1056 SF EXISTING SHED: 334 SP DRAWING NO. EXISTING TOTAL: 4336 SP (x.290) AL): 61.9.44 S.F. DAp3LE): 59,931 5.1=. PROPOSED HOUSE: 3990 Sr- EXISTING PEXISTING GARAGE 1056 SP OTES: EX15TING SHED: 334 5F ,N—JURISDICTION" PROPOSED TOTAL: 5380 SP (9.0%) DROPERTY) HEIGHT (MAX.): 35'. (2 I/2) STORIES AQ �o��pF SD{/lyo� 0 Town Hall Annex J f Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Gt roger.richert tOW sout�t0 ny us Southold,NY 11971-0959 BUff DING DEPARTMENT TOVY"N OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date:? � 17' Company Name: S L Name: License No.: S'? —i- Address: s �, 12oK 2 [Phone No.: JOBSITE WFORMATION: (*Indicates required information) *Name: ALI M D rj D R p� *Address: l I S O ►/�A s o ry �YLli\J G *Gross Street: /t/,Qr rA pT li D *Phone No.: Permit NG.' o;L- 00 Section:• /o q• Block: 7 Lot: 4 ! WORK(Please Print Clearly) (PieUePRkl t Apply) TOWN OR s, U�O� *!s job rea y for inspection: YES ` O Rough In Fina! *Do-you need a Temp Certificate: YE NO Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 . 400 Offer , "New Service: Re-connect 6ndergroun /lumber of Meters ange of Service Overhead 4dditional Info ation: PAYMENT ON 17 Ibb 82=Request for inspecti Form Al C6 Town Hall Annex �� Telephone(631-1802 54375 Main Roado Fax(631)734-9502 P.O.Box 1179 z Southold,NY 11971-0959 dy BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 6M—, t(: `�� Owner: wQ'�p � tA kyl�l . Location of Property: Please take notice that the (check applicable line): _X New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person sub itting this form): 2 �1iZ9, 12 \ Capacity(check applicable line): Owner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC PANTONE DESIGNATION.OF CONSTRUCTION - (PMS)#187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE 4 112" STROKE _ ..._ ........ -----------_..... -DEStGWA 1`ON-FOR'S'I`RtlCTIiRAt COMPONENTS THAT ARE OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING t R1 13S ID-NI��GM71�SI MTMSCkE CODES DIVISION DGANFLE TRUSS IDENPRG8TION SIGN! DATE:03108/2005 NEW YORK STATE (DEPARTMENT OF STATE DIVISION OF CODE ENFORCEMENT oePf�Tt�eNz..or�tFc- AND ADMINISTRATION C GSC oDC I U�( 52 NOYACK PATH, (PO BOX 1374), WATER NULL, NEW YORK 11976 TEL 631 m 754-5555 ROBERT41 EAST (MAPLE ROAD, CREENLAWN, NEW YORK, 11740 FAX 6310261-1084 WEBER ARCHUTECT February 18, 2016 � ;`! FEB 2 3 2016 i Southold Town Building Department: L F i)G U,EFl Re: Raymond Raimondi 101Vi;Of Si?Ul- 1150 Mason Drive, Cutchogue, Town of Southold,NY SCTM# 1000-104-07-6 We received verbal approval from the Southold Town Trustees to set the new Raimondi House back 85' from the bulkhead per the attached site plan. This establishes the overlap of the existing garage in the side yard of 19.7'. I had previously sent you a Building Permit application, $50 fee and site plan showing a 75' house setback. Can you substitute this new site plan and issue a Notice of Disapproval for the ZBA application? Thank you for this consideration. Yuly y urs, ck Weber,Architect JUL 2 62010 D niticDE[T�n REScheck Software Version 4.4.1 Compliance certificate Project Title: Raimondi Residence Energy Code- 2010 New York Energy Conservation Construction Code Location Suffolk County,New York Construction Type: Detached 1 or 2 Family Glazing Area Percentage: 22% Heating Degree Days. 5750 Climate Zone. 4 Construction Site: Owner/Agent: Designer/Contractor: 1150 Mason Drive Raymond&Ann Raimondi Frederick Weber Cutchogue,NY 11935 161 East 79th Street,Apt 8B Architect New York,NY 10075 41 East Maple Road Greenlawn,NY 11740 Compliance-10.9%Better Than Code Maximum UA-1014 Your UA:903 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home EffigEMINNE e ®as + s. Ceiling 1•Cathedral Ceiling(no attic) 4522 360 00 131 Wall 1.Wood Frame, 16"D.C. 5727 230 00 245 Window 1-Wood Frame.Double Pane with Low-E 971 0.300 291 Door 1 Glass 237 0.320 76 Door 2:Glass 38 0.360 14 Door 3:Solid 18 0 400 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 3081 30.0 0.0 102 Floor 2.All-Wood JOlst/Truss.Over Outside Air 254 360 00 7 Floor 3.Slab-On-Grade-Unheated 44 100 30 Insulation depth:4 0' Compliance Statement- The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.1 and to com y ith the andatory requirements listed in the REScheck Inspection Checklist AZMM'q-_ a�" Name-Title Slgnat re # Date o s�, 0 ut! Protect Title. Raimondi Residence Report date 09/19/16 Data filename.C\Documents and Settings\user 2\My Documents\REScheck\Raimondi rck Page 1 of 3 i check Software Version 4.4.1 Inspecti®n Checklist Ceilings: ❑ Ceiling 1•Cathedral Ceding(no attic),R-36.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-23.0 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: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1.Glass,U-factor:0.320 Comments: ❑ Door 2:Glass,U-factor.0.360 Comments: ❑ Door 3.Solid,U-factor:0.400 Comments: This door is exempt from the U-factor requirement. Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments. Floor insulation is installed in permanent contact with the underside of the subfloor decking ❑ Floor 2•All-Wood Joist/Truss:Over Outside Air,R-36.0 cavity insulation Comments. Floor insulation is installed in permanent contact with the underside of the subfloor decking ❑ Floor 3:Slab-On-Grade:Unheated,4.0'insulation depth,R-10.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 4.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)Installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0 75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions Project Title: Raimondi Residence Report date. 09/19/16 Data filename:C:\Documents and Settings\user 2\My Documents\REScheck\Raimondi.rck Page 2 of 3 i + ; Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. a Fi 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. I Duct Insulation: Lj Ducts in unconditioned spaces or outside the building are insulated to at least R-8. Li Ducts in floor t Trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: I F1 Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapers and mastics are rated UL 181A or UL 181 B. � Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts Lj Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. J ' Circulating Service Hot Water Systems: Circulating seirvice hot water pipes are insulated to R-2. O Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is notlin use. Certificate: F1 A permanenticertificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;tyle and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:f(Building Department Use Only) I I I I I I I I i I Protect Title* Raimondi Residence � Report date: 09/19/16 Data filename:C:\Documents and Settings\user 2\My Documents\REScheck\Raimondi.rck Page 3 of 3 2010 New York Energy Conservation Construction Code Certificate Ceiling 1 Roof 36.00 Wall 23.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Window 0.30 0.30 Door 0.32 0.18 Heating System: Cooling System: Water Heater: Name- Date: Comments: � SURVEY SOF PROPEizTY-- --- ------- ------------ -- ----- - -- ------- - - - - ----- -- - -- -- - - - ------- ----- - 5ITUATE: EAST GUTCHOGUE TOWN: SOUTHOLD SUFFOLK COUNTY, NY SURVEYED Oci-12-2005 I SUFFOLK COUNTY TAX # 1000-104-1-6 s I CERTIFMI D TO: Zym d'R.]f8 monde Jr. n S.]EYa m ch Conunonwedt h]Land Mfie Hnsurance Company Wells]Fargo][dome Mortgage \ 10 0 v+M I � pb° \ O ` t y \ GarQ9e � o I nx 5 ` O \ \ o N°eye o 1 30 ro ! %P111 ss 1'II. ods\� „yi 55 11A 0 44.01' I ry E;e 1_ \V� \ • .Q (tte�\ne G1Ong � S+' r� pd ` I .1..y1 '10.16 eod) 01v ell i 15.16° -------------- l0 9 bulkh �a,` n y 1 (tte 1\ne ° 1 C. b® �® � � � nJ'Ib r. , SII d., ILL..1• nr Y N , \ fj• • l�YWY V �.I rnrl".1 i�I tell 1. 'na I•'r aril ivl arrlii'bm 1 NOTES: /�� \, ' s,J ®c n ,•',�I�,r 1,r� �•e i,.„r ° .r d.,lr,rnl I rel,r 11.+,' ':I Irru •r M1lr r°.v Y,+ru'k 1,1•. ��\\ rLo` � '�Ir I ry rirl^;Aril i'„ri 1111 frrur9�l�, MONUMENT FOUND 1 rl AREA = 61,C144 sf or 1.422 acres ”,°"°+ ,r• I JOHN C. E L ERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 i 6PAPH_IG 5GALE I"_ 40' _ RIVERHEAD,N.Y. 11901 - -- ---------- 369-8288 Fax 369-8287 REF.Z:\pros\05\05-273.pro ------ - ---- - - - - - - -- - - ---- - - - - --- -- - - - - - --- - aimnpps r b�apnr+ �� osU.\n.ni o FREDEROCK RCBE T O WEBER ARCHOTECT / (b ER N. 3 ° (b a ► I I I CS) •`\ 1 I I lJ � ► I / 0 \lv\Mo��p N oV5 2 2 \ a I 1 a R��Eecl .O - .\ l�l� ew` \ ,, \DW�2 = o 1 C) \ i ` 0 11► \ \ EX �� — / \\�� I`P W�3 c ncrete \\ 22, --:' Z C<� O 11 LP''1 ,'Exnst►ng \ �� i "" 1 U1 D.I.! O N F�0 �N. p �! i LP\ J :T1a `I O DRAWING TITLE: �0� , — �� SETBACK 1 SITE PLAN 5� 3 O O �N Wl`� O SETBACK% JOB: � po -v -A , - -A`�` NEW RESIDENCE F RAIMONDI 1 ,'-`\Ex►sttng -'toop ""," J 1150 MASON DRIVE b.f. �'! g cy Pit o CUTCHOGUE. NY \0�� "_ PROPOSED HAY BALE TOWN OF SOUTHOLD SILT FENCE SCTM# 1000- 10.4-01-L O concrete `� �. cA Q \\\\ _-------;, N ARCHITECT: -------- O X B�Ko FREDERICK R. WEBER L r 2.►W PROPERTY OWNER: 41 EAST MAPLE ROAD (n0 RAYMOND t ANN RAIMONDI GREENLAWN. NY 11140 No HAMLET: CUTCHOGUE 52 NOYAC PATH W- TOWN OF SOUTHOLD WATER MILL. NY 1191L H� SUFFOLK COUNTY, NEW YORK 0 00 8\LK rj 8 4°0 9 018 a TEL 931 154-5555 � a � SURVEY INFORMATION: fweberarchitecte ahoo.com 0� O W '404.01 JOHN EHLERS LAND SURVEYOR 9 6 EAST MAIN ST., RIVERHEAD, NY Oq� o ► SURVEYED: SEPTEMBER 12, 2005 \fit ad) SEAL• v► �h ,,�• bulkhe - ��,0 O (tie /� SCTMU 1000-104-1-6 3e �� Goy LOT AREA (TOTAL): 61,944 S.F. F� Qj i ry LOT AREA (BUILDABLE): 59,931 S.F. N83 �'�7"lU °� ry ZONING: R-40 � Md, $`4E 29.311 YARDS: (PRINCIPAL)' O c FRONT 50' _ SIDE (ONE): 15' SIDE (BOTH): 35' REAR: 15' (FROM BULKHEAD) n � � LOT COVERAGE: 20% MAXIMUM UP EXISTING HOUSE: 2946 SF EXISTING-� O �� '�� \�• / r 0� EXISTING SHED:GE 3'f SF 6 SF REV.: O cn 13\L,�FyEA C/� �-/ NORTH EXISTING TOTAL: 4336 SF (1.2%)WOODSITE PLAN DATE: DEC 21. 2015 11 „ \() .\a' ) PROPOSED HOUSE: 3921 SF SCALE : 1" - 20' 20'-0" EXISTING GARAGE 1056 SF N.Y.S. DEC NOTES: Bj9� c0 �1on9 bulkhead '� EXISTING SHED: 334 SF JOB NO: w2012OS APPLICATION FOR "LETTER OFNON-JURISDICTION" 5�a (tle k1"e PROPOSED TOTAL: 5311 SF (8.9.6) / \ DRAWING NO. (BULKHEADED PROPERTY) 1 �� HEIGHT (MAX.): 35'. (2 1/2) STORIES / FLOOD PLAIN: AE-0 Q OF AS FREDEG OCK ROBERT WEBER ARCHOTECT Y � O a MG� I O�A nnn wM• � I luul 1 I 1 1 I 1 t I �-A Q �/ •�Z° 3 U i�U�pNOUSE 11 ,� I ' \ no o ( 0 ONq \ \ 'CL 'D W�2 122 - pwu 10 `QW # �G�e� / / c ncrete 1 2� � Z /'E3Zisting U) g 1 O ' + '//'--i- ` .`moi- � O 10 1 \ \POR h \P3 1 1 O -� A, �let ` (p O DRAWING TITLE: 1 SETBACK O SITE PLAN ;OO' SAN\ 11 0 . k ` 1L O tproPw Ne,6,0 SETBACK\ / Fti - -.'�� SS P. ,'New R) . c�GNk\2 Q U1#(�{ ,q, tE,�s�m91A0nse t� 1 PL JOB: Ste Pat\O 3, t, 2 , -" �� NEW RESIDENCE -""� RAIMONDI � � � `�, yt°°p too o , '' , - 1150 MASON DRIVE 0 I Pa ` ,` - CUTCHOGUE. NY may° ��a\k - '' PROPOSED HAY BALE O- ` �o SILT FENCE TOWN OF SOUTHOLD SCTM# 1000- 104-01-L O oncrete ik th ��------------------------ ARCHITECT: O PROPERTY OWNER: FREDERICK R. WEBER RAYMOND >I ANN R,411'10ND1 41 EAST MAPLE ROAD (n p y GREENLAWN, NY 11140 HAMLET: CUTCHOGUE 52 WATER MILLATH , TOWN OF SOUTHOLD NY 11914 <p o Baa yKN�� SUFFOLK COUNTY, NEW YORK O \ 8U ,,05840091 1 8 SURVEY INFORMATION: TEL 631 184-5555 � a , O` +4.01 E H ERS LAND SURVEYOR fweberarchitect gahoo.com 6 EAST cA ° b�°Q �' e. RVS VEYED 1 SEPTEMBER�EAD12, 2005 U1 �� a,Ong bu1kb SEAL: We 1t1� SCTM# 1000-104-1-6 LOT AREA (TOTAL): 61,941 S.F. Q O "7 c zE O�� N8 ry LOT AREA (BUILDABLE): 5`1,931 S.F. 41R, 41 `�° 3 �' '��"(,(j ° (y ZONING: R-40 !, Bldg Dept coipy from ZBA �- 3! YARDS: (PRINCIPAL) �' t s e� O NORTH FRONT 50` ZBAFinaIFile'#wed a$documents Q p �� ) SITE P SIDE (ONE): 15' Date: O ` o ry o� °r9 SIDE (BOTH): 35' Cl !` a I = 20 —O REAR: 15 (FROM BULKHEAD) °4j�� l��e LOT COVERAGE: 209 MAXIMUM 'f�1 Sl�� \ I EXISTING HOUSE: 2946 SF 85' Setback JAN 22, 2014 m l EXISTING GARAGE N 1056 SF REV.: O LKNE ,0 �� / GO EXISTING SHED: 33.4 5F WOOD 6U EXISTING TOTAL: 4336 SF (1.2%) � DATE: DEC 21. 2015 -10.\81 \8 PROPOSED HOUSE: 3921 SF SCALE : 1' a 20' EXISTING GA N.Y.S. DEC NOTES: o 00 �11� bu\khead) � EXISTING SHED:GE 1056 SF N -1S ne a�°n9 E 334 SF o JOB NO: w201208 PROPOSED APPLICATION FOR "LETTER OF NON-JURISDICTION" Atte W �-� S D TOTAL: 5311 SF (8.9/) (BULKHEADED t PROPERTY) \A HEIGHT (MAX.): 35'. (2 1/2) STORIES DRAWING NO. � Day FLOOD PLAIN: AE-6/ X Q j' OF AS FEB 2 3 2016 ------------------------------------------------------- 1 I — ; I I M 1 ' I SANITARY SYSTEM TEST HOLE DATA ��.5• t`"+ ' McDONALD GEOSCIENCE 12/15/2015 ��' FOR A M XI NEW SANITARY SYSTEMS �) 11n.— 4•;. � � � y r FOR A MAXIMUM OF (B) BEDROOMS EL +6.2' DARK WL) tri :J i U I. LOAM ( L) ( 4VI I i SANITARY SYSTEM is Kitchen, Bath, h 1.Pg 2,Bath 2 1 3 BROWN SILTY �- W tu i a ® SANITARY SYSTEM 2; Kltchan,Bach I,Powder,4aundrg I,M Bath SAND(S �V SANITARY SYSTEM I t Z. 4' PALE BROWN W V) rte; FINE SAND ISP) , 1200 GAL.SEPTIC TANK (TRAFFIC BEARING) EL +-0.9'6.3' QA 1 Z W/-CJ.COVER TO GRADE ; ti O >- ® 10'8'10 x 2' DEEP LEACHING POOLS WATER IN W/ TRAFFIC BEARING COVERS PALE BROWN f,+' vs b,ly ; Q V re r� FINE SAND fSP) Lil Q a-of. y✓ V O EI +10.1' O �% ; t j EI +8.4' C.I. COVER Q� t1-1 g ® �. ® i EI +15' O GRADE �w C4 n0 ' i 1/9" Per Ft EL +6.1' 2'MIN. EL +6.1' t: aA i R d CRAWS (Min. Pitch) 1/8' Per Ft .7 T3 A 1 W ® INVERT _ Q � e Q EL 4141 INVERT y Pitch) ter LZ. ; ' EL K0 1200 GAL, DISTRIBUTI LEACHING i:e i $ n �" U1 LEjJ a SEPTIC TANK INVERT INVERT POOL ffroz) POOL(8'0x7) iN ao '� oO d 1 F• ®' LTJ i EL K5' EL+q,l' QTY.(2) QTY.(4) ui tt V i Q — Z BOT. MINIMUM DISTANCE Lu � EL,+3.0' TO GROUND WATER r � ® O +^Zr w wus LLenW ®a �. m 1z a 1 � � aCL Q I _ 1 1 ' 1 , I 1 I ESS! Qwe\\O9 p o X \e omi'l ter U. lip,, S\n9 pub\�G N-Y.3. DEC NOTES: 'LETTER OF NON-JURISDICTION' Dq4e\V\n9 (BULKHEADED PROPERTY) omay W 5\n91 P�b1ic Wote ' ewe\C\r9 / Vol e\\ Qltet 3ljs Q a�6 0 I Y I O I I Wn.t I t I I WATER I of \ \REffAIN ( N r QAilil W02 \ �J m Yea, t / S m 1p I6° 1 ( \t` �� •\ 4wtt� ;FJ'L9 D/nxoaeg 1 s IP 1 a FRMn f 0 `\, A U1 G z 1 a ! tW) 1 oil 73 Ifi 6S_n�W PROP PAYD 0590 Tf�] •N OSANIT � ^ ---„ PROP SYSTETUTAbY.1 E4O ''r ? STEq2 ,11:105 K "o T. 5 t �% 69 � O � %V ��CU) .�y� .` , f e,A :Tenn, _' i 3, '4 i {s O 013 Lg _ 0,k17,r CD N ter` PROPERTY OWNER: --i-------- *�� •r� {� _ I- RAYMOND t ANN RAIMONDI a. �` ` `1 t , I, _N+�A •�-9ET_8Ay1C ;I � ff 1 �pi�,` 100 �..=' ^ ' O'• 1150 MASON DRIVE, 1 4 OR�CRY '� _ i r HAMLET:CUTCHOGUE - ^ KNg/O SETBACK;�' 3 SUFFOLK COUNTY.N OF EW YORK SURVEY INFORMATION: t r ;New f; JOHN EHLERS LAND SURVEYOR -S_-� IGH ti� / +' L EAST MAIN ST..RIVERHEAD,NY AR-f SETBACK 1 el ` IF ;/ i SURVEYED:SEPTEMBER 12.2006 ^100'SAf� ' SPOT ELEVATIONS:JANUARY 2016 NAVD(1488) ' S.0 --------------- SCTMR 1000-404-1-9 % eLOT AREA (TOTAL): 9I,444 S.F. AE-L.AE-1.Xr0 pop-aft FLOOD PLAIN: N p `.`� E maeg S°" !_ PROPOSED HAY BALE n 1 Fdl i= t3 EXISTING: \`� q ,:>-'s SILT FENCE 9. � Z ``; _ P EXSTING GARAGfl-STORY),TY):1056 SF O `` _ _^''_ N EXISTING SHED(I-STORY): 339 SF ,�--------------------- '_ Cr-:3 O0 `------------- - PROPOSED: PROPOSED IST FL.: 3016 SF n `� „ PROPOSEDPORCHES:PORCHES: BBO SP y`K Ln 0, t 53, (CRAWL SPACE BELOW) fi o:3 3 ry Ey fNO ATTIC SPACE USED ABOVE) EXISTING GARAGE TO REMAIN ^c (Il ?� OULKNEAD EXISTING SHED TO REMAIN 1'0 ° J ,a000 °�q'ov 5®44011 ui ,�ar4P° 0, lue )Ina s.>r J,, tory a,� rg E °° "e �• �+ SITE PLAN NORTH `•�o � FREDERICK WEBER. ARCHITECT 41 EAST MAPLE ROAD 421. GREENLAWN, NEW YORK 11140 154-5555 ®® C 1 w L 5.3'WOOD gULKH 0j ,'Q I'We1be arch to tmgahoo.com 't'J. 9 t 1 Sti. iry 1 10.18' � �0 :u JULY 12, 2014 W Ilse along bulktieed) .�i REVISED ,AUGUST 3, 2016 coy ICn MC m . CI) f SURVEY OF PROPERTY SCDHS REF# R10-16-0064 Q� AT 2 2 2019 CUTCHOG UE N TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-104-07-06 ? SCALE V=30' APRIL 11, 2017 MAY 1, 2017 (STAKED FND.) ASON �MAY 31, 2017 (FND. LOCA TION) MP�guC*00, w DECEMBER 17, 2018 (F/NAL) wEN` X260 FEBRUARY 21, 2019 (FF EL) w �U U K m � w CT) m a m `u C�3 1� IRON f O 70 (\ Y1 b\' 1 SAF WATER - .-. n TIn VALVEGEN 5ky Y O D � PAD ///ELEC. (!� �c -,/PPANEL 6.1 ? v� ��p PROPANE \ Z2� coo 9 0 1 D Ca' �� TANK �p 70-� mm lop� ;Dw' 70CB -W,i 71� lu STONE RET. CB z 074E WALL o Z LP5 LP6 °y gg CgRB � F 3 `r . (�. LP 1 ST STONE RET. '�5 9.1� AC 4 LP4 G �P2 o WAY 3 WALL q.$ LP3 LP4 15 � �' ST M. 0 P2 ETAL WEST SIDE LP3 COVER COVERED ro LPI STONE PORCH �� * * METAL LP5 EAST SIDE COVER SEPTIC LOCATION �` WEST SIDE SEPTIC Ac o Q 2 STY. FR. a 4 AC STONE BASELP6 SEPTIC LOCATION NAP wBw ? o HOUSE 3 FOR OUT. V- O FF=1 1.2 2.0 /•SHOWER ,` EAST SIDE SEPTIC 'A' 'Bw ST 73 62P 2ND FLRENE OVER N I ST 39' p� SCREENED LPI 29' , /�DW \PAHO 4 \ 75 -� wA' \ �� 70 '*'D 11 1\` /. \ ,xA /.0e LPI 50' 35' LP2 28' ' / LP3 28' 65, _`_ ., ��w:B. '�4,� ONg PPLO �w� \\ ZONE / t� LP2 54 35' / STEPS \STONE / LP4 36' / LP3 55' 33' 72 STONE STEPS \ LINE I RDKEN LP4 62' 43' LP5 37 82 O—STONE RET. , �' GMF A. E WALL /' LP5 53' 42' LP6 29' 78' � A � 1 feet) c LP6 44' 32' NOTE: MEASUREMENTS FROM BUILDING CORNERS TO ACCESS COVERS NOTE: MEASUREMENTS FROM BUILDING wooO �ccx, -� CORNERS TO ACCESS COVERS Ci DDECK _.. _.. _ 440 ZON7E � f eet) `�� ey / KEY N — -IN q f/ TIE LINE _ i4�,47 V) Q_ = REBAR cP a 293/ cr_ o0, 27"W 54452' WELL o 1 ry K47 STAKE �t bwK �P V � r0 = TEST HOLE ® = PIPE -fie - = MONUMENT .�4„W = WETLAND FLAG5�8� oY `0--) = UTILITY POLE � OF C _ 0 � 1- FLOOD ZONES FROM FIRM 36103C0164H e)`1' r \1� cb PSH '*<'n� a �;:, „ Map Effective Date: September 25, 2009 �o� � � S4e• f4�� N�. ,•'(\ 4a- fir'•`�6J� // ANY AL 7ERA 77ON OR ADD177ON TO 7H/S SURVEY IS A VIOLA 77074618 OF SEC77ON 72090F ME NEW YORK STATE EDUCA 77ON LAW. PECbN7fi5=5120 FAX I��SUR.�E�'ORS, 765-1797 PC . . EXCEPT AS PER SECITON 7209—SUBDIV/S/ON 2. ALL CERTIFlCA710NS (631) (631) HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF TOTAL AREA = 61,643 SO. FT. P.O. BOX 909 SAID MAP OR COPIES BEAR 774E IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. OR 1.422 ACRES TO TIE LINE 1230 TRAVELER STREET SOUTHOLD, N. Y. 11971 16-088 SURVEY OF PROPERTY SCDHS REF# R10-16-0064 - AT CUTCHOGUE D IFMETVIE TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. FEB 1 5 2019 1000-104-07-06 W 1 SCALE. 1 —30 I� ON �5• TOWN OF SO=OLD APRIL 11, 2017 �� cor MAY 1, 2017 (STAKED FND.) ASO PSR\N Q MA Y 31 (2017 FND. LOCA T ) ION w 6�2 DECEMBER 17, 2018 (FINAL) w 0 f P'�EM 22 Q BOG m m mm C3 M e8 SRO CP- O � V` WATER n '6. O VALVE `DWS GEN. ELEC. (n 70 �y D' �_/ PAD PANEL ►� Z 6.1 U/G LMF T TANK70 79 AVE �2. CB ol m m STONE RET. ,' `� CB WALL 0 Zply LP5 LP6 °tiF �r Bg CURB LP 1 QSTONEm AC ST RET. O WALL 2 a LP3 LP4 LP4 P2 0 *A* ST 0 O �g.3 � � M P2 METAL ' 308 p 0 WEST SIDE LP3 COVER COVERED w w EAST SIDE O STONE PORCH METAL 1 LP5 SEPTIC LOCATION SEPTIC LOCA11ON WEST SIDE SEPTIC AG `AG COIR � O,P Z STY. FR. STONE BASE LP6 wO FFo10 9' 2odr / SHOWER NAY wBw H 3 EAST SIDE SEPTIC Aw wBw ST 13' 62' r.� SCREENED OVEk °� I \ ST 39' 13' i;DW; ��Oh�5 wAw i LP1 29 75 -A - 1 's LP1 50 35 n 1 329 �. 1• , �_ ` s s LP2 28' 70' ;ow ^ �c Pmo Dw; ZpNE X / N LP2 54 35' — J wBw '4.1 A sj0' P -STONE \ ' / STEPS \ / 01 LP3 55' 33' LP3 28' 65' LP4 3s' 72' STONE �" / N LP4 62' 43' 0— STEPS LINE I R LP5 37' 82 WALL RET. LP5 53' 42' LP6 29' 78' ,�.3 ZONE fee) / LP6 44' 32' • � m �� D� T. ��.'.. � pEU` i MEASUREMENTS FROM BUILDING NOTE: MEASUREMENTS FROM BUILDING C") CORNERS ACCOVERS (,hrWW�CORNERS TO ACCESS COVERS io CP 44.0 tel � off" -1 '' Z00' feet) ��.. Lo t,6 TIE LINE / (V KEYnia46'4J Ca o i i 4Y5227"yy rn iCi f; 0 4= 4.47' ® = WELL M ® = STAKE � �_ �� '; = TEST HOLE ' cn x a ' o0 Q -^ e; 0 (f) p � �t W 0L f„ .. �t� �r t W� T� __ ° r ,w M VV0 = MONUMENT ' -RAY WETLAND FLAG - `Lo CO LLI U 77LI TY POLE .%� �l E �1Y o FLOOD ZONES FROM FIRM J610JC0164H vat Map Effective Date: September 25, 2009 'ta012 wX cti w us:4k• `�. ` N:4YL''fC. 61 . ldt, 8 u ANY ALTERA77ON OR ADD177ON TO 7H/S SURVEY IS A WOLA77ON PECONI CSUR V6YORS P.C. OF SEC77ON 72090F THE NEW YORK STA7E EDUCA77ON LAW. ' ' EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77FICA77ONS (631) fi =15010 FAX (631) 765-1797 • HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF TOTAL AREA = 61,643 SO. FT. P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR 1230 TRAVELER STREET 16-088 WHOSE SIGNATURE APPEARS HEREON. OR 1.422 ACRES TO TIE LINE SOUTHOLD, N. Y 11971 „V, Roof3” i 3" 3" ------------------------------JLC'—----------ILL------------------------------- iL------------------------------ 12 I/2° 2 1/2-1 r 2 1/2° 1 1 2 I/2' 1 2 1 �J ---1 1 1----�--- — — _ ----1---- (� �---�---r-----T- 1 --T----I----r---�------r-----, 1 1 1 I 1 I I 1 I I I Bathe 3 1 i 1 i i j Bath 2 1 M. jBath I I 1 1 Laundry I I I 1 I 1 I 1 1 I 1 1 I 1y2'- 1 1�2' 211/2' 1 12' j 1 1�2' 1 1 1{2' 1 It2' 211/2' 1 I112" i i 1 ly2' 1 1�2" 112' 1 ITT 211/2' I I 1 I 1 I 1 I I 1 I 1 I I I I I 1 1 I I 1 1 1 I 1 1 w 1 I I 1 1 1 I I 2nd Floor 1 1 I 1 1 1 1 1 ------------ L---- - - I -1-------- --L--- ---- - ---- -----1-------J---- ---- - 1 --- --- -- 11 2" — 3" 2" 1 2" I I 1 2° 11 2' 3" 2" r 1 I 1 2' 11 2—___— 2—____ 2" Ji L3 Roof -_--_—___-- ---- - ----- ----1-------- --L--- ---- -- ----- -----1--------I---- ---- ---- ---I-------------- I I I I C.O. t 1 3., C.O. 1 3" 31, 1 1 121/2' I 1212' r �-------- Guesjt Bath j 3" 1 Powder) f 1 3" j Batlq I 2 I/2' 1 11 1 1 1 Kitchen Kitchen I I 1 Laundry I 1 1�2' 2111/2" 1 12' 2 112- I I�2' 1 1�2' 1 1�2' 1 1y2' 2 1/2' 1 12' 1 112' I I I I I 1 Dw DW 1 i W I I - 1 1st Floor I 1 ----- — — ------------- VV -- --- -- --- -- -- — ------------ - ---- ----I 12— 3" 2" --- "— 2" 1 12' 3" 2" 2" ------1=}F.A. ----- ---------------- ------ --------- -------- --- -- — ----- -------------- -- - I . To New 2': 12 To New Approved I 3" I Approved I Sanitary C.O. C.O. 1 1 C.O. C.O. Sanitary System I C.O. C.O. 1 System Building Drain, 4" Diameter, 1/8" per Ft., Min. Pitch Budding Drain, 4" Diameter, 1/8" per Ft., Min. Pitch Crawl Space _____ SANITARY SYSTEM SANITARY SYST: LOCATED WEST /� LOCATED EAST OF HOUSE PLUMBING S C H E 1 IM A T I C NOT TO SCALE FREDERICK WEBER. OF HOUSE SEPTEMBER 14, 2016 RAIMONDI RESIDENCE CUTCHOGUE, NY ARCHITECT I 1' ANo V INI In ELJL\ A-.T _._.__ ____._- - . J. :. 'tic tsri or, j rd t, 4-14UP IL [4L-2-klF�f DZWjojj 12L: r wow - -e-u'Ak)zt, v 2I:z:,(y 3+ � i ' 1'51-�' .�{,o (✓ � � o IT S b�til I4►Xl 1.. U,1►w11�OW SCftT t --�---4 _- MV17 • 0 W Stu 4of rt II 11 1' n lfI-J w� 1' / �- 4---- 4 GSE-, _ �- x " tis`-�` IJ_Cl Gam, ► v� N`� Pv • Int(, /- OTI t , O 0,11 V-d ��ou14 r 2i'o r �_ , FREDERICK II II ROBERT II II i WEBER II II it II t L-------- L__________J L___--__- I II II i ----------------------- I ARCHITECT I......................I...I.................................I...I................i..... -----��-----=----------- I ......................I...I.................................t...i............. I I I I I I I I I I I I i i I I I I I I I I II � � II II II I I I I j L____ I 11 — II II II -----------t + ----------- - ----------- - ----------- I I I I _ ______ l_______J L_____________________J L____-_- \ / — — t-t------------ ----------- ----------- //// I•-------, r---------------------, r------- '•'� Ln \\ / ...... i i SUN ROOM i i ... il............ i FAMILY ROOM 1 1 1 Blueskolne I I II I I Oak I I OPEN PCOR H ------- I t ---------- LL----------JJ----------- II rr —LL----------JJ----------- ----------- II II T 7-----------I I I I I I I I .��•�� II II I I I:I I I I I I I EI plOf Su11 lloo _____________________ _____-_J / \ --------------------- O / \ i / \ ' 11,_6" \ / / 2'-I I/2 6" / / 21,;0„ �L--------- TERRACE / \ Q _� Bluestone D 5'- I/2" -I I/2" Risers a8" t (TypJ O IT On (3) NORTH Risers 98" IST F I�—I (Typ.) 1/411 I Stone Veneer I ' I Above Grade DRAWING TITLE: t�aoo 20'-10" ; ; TERRACE I I I I I I FOUNDATION IST FLOOR I I SECTION I I I I I I TERRACE 1 I SUN ROOM �., (Bluestone) JOB: _ -- Stone Veneer ------------------- r-------------------------------- -------------- ____ Above Grade o ��" --------- -------------� .' RAIMONDI Grade iv RESIDENCE 8" P. Conc. w/ 6"x6"ol0/ O b Existing Foundation 1150 MA50N DRIVE r_____________- r- - = Found. Wall on WWF Reinf. Set on CUTCHOGUE°'NY zo 18"x8" Cont. Compacted Fill � ,� / / _ iv I P. Conc. Ftg. w/ � . -------- --1-� ________� - - - I -' �^ ' (3) #4 Bars .e "�u-e"""�/ �' ' r-- I `r = TOWN OF SOUTHOLD / I 5CTM# 1000-104-1-4 ,/ \ •' \i / \ � �\ 1 � Note: Bottom of i Footing to be 3' Below Grade (Min.) , , \ \\ �\ \\ __ I I ARCHITECT: UNEXCAVATED FREDERICK R. WEBER 00.............I....... .`.\I\....� �1 I tr SECTION 41 EAST MAPLE ROAD 1 \ / I I I I - " GREENLAWN° NY 11140 I 8 I 16 -2 \ \i 8 2?-411/ I 1 24 -8 8 91-1011 9 -10 , „ 52 NOYAC PATH 1 - 1 1 1/411 = I —O WATER MILL, NY 11914 TEL 431 154-5555 11 "tom 2" 11� I I C4 I I I --_- I I CRAWLSPACE 1 1 I + I ❑ --- 1 fweberarchitecteyahoo.com i L�--t SEAL: I I I I I I I I ------------------------------------------j '-- - I -- a 1 UNEXCAVAT D .............I...� c i 1 8" i I 8" r �`\ \♦ `\ \\ /� I I I Ln >�/ \\ \\ /........................ \. .\...,..�.......�....�.. .� A........................:... bo :i Of / \ : I • • 1 \ \ \ I � I I �I REV.: ` \ UNEXCA ATED '� � o;�i� DATE: SEPT 4" 2018 5'-3 21/32" 1'-6 5/16" \\\�'-0"\v' \_ \ w/ P. XV 10/10 / �� %�`,�!/ SCALE: 1/4" - I'-O" Ir Ir Ir- WWF Remf. Above ,/ / / Over Com acted Fill , /� /� FOUNDATION DNORTH JOB NO: w201208 —Orr [� �,� ra�� '�' DRAWING NO. ,/ �, D ________ _______ _________________/ �� [� / y \/ .--------------- ---------- ------------- \ / P. Conc. `\ ,'S Found. Wall on \ // '�••�t....;��u;'�' ^,�.:�. '. �/ T1 18"x8" Cont. \✓ Y()WN P. Conc. Ftg. w/ 20'-10" (3) #-{ Bars OF TI Owe\\erg _ e F°� 5\rg\ Pub\\e SANITARY SYSTEM TEST HOLE DATA PROVIDE (2) NEW SANITARY SYSTEMS McDONALD GEOSCIENCE 12/15/2015 FREDE rROCK OW g\\\rg FOR A MAXIMUM OF (8) BEDROOMS EL +4.1' DARK BROWN ROBERT \\yGteC 1. LOAM (OL) WEBER O'm SANITARY SYSTEM is Guest Bath, Laundry 2, Bath 2 t 3 BROWN SILTY P 5\rg\e b\�C SANITARY SYSTEM 2: Kitchen, Bath I, Powder, Laundry I, M Bath SAND (SM) SANITARY SYSTEM I t 2: u PALE BROWN� FINE SAND (SP) e 1200 GAL. SEPTIC TANK (TRAFFIC BEARING) EL +.1.4' 5.3' A C rHt OTE 1`P New Belgian W/ C.I. COVER TO GRADE (EL +.0.9') e\\erg Block Apron QUI 710 (6) 8'0 x 2' DEEP LEACHING POOLS WATER IN am\\y a�eC / �5 ,OjQc W/ TRAFFIC BEARING COVERS PALE BROWN P) e F'G MAINTAIN THE FOLLOWING CLEARANCES: FINE S Sorg b\\G o °.1.W ' O SANITARY TO BUILDING STRUCTURES: 10' V o \' SANITARY TO WATER LINE: 10 P ,SANITARYTO DR WELL 13 02 WATERLINE TO D YWELL: 10' 2Z Cb EI +10.9' FILTER CLOTH AGAINST N WOVEN WIRE FENCE W/ Pitch 2"x2"x36" STAKES, 12' OC �.lti'°gt\r9 CRAWL EI +$•q' C.I. COYER DRIVEN I6 MIN. INTO Construction Fence EI +8.0, O GRADE GRADE EMBED FILTER (Undisturbed Area) �� SPACE (EI +1•5 ) EI +7.2' 1' IN. EI +-1.2' CLOTH 6" INTO GROUND �\ \ Exustin � 1/4" Per Ft M \ Drive Pitch) (El +6.7') 2' M,AX. (EI +6.-1') New Belgian ��G Druve y � INVER I/8" Per Ft Block Apron ,3O L \\ (Re-5 face) EL +1.0' INVERT Plteh) ,r- z °�A \I EL +6�0' 1200 GAL. o - �� DISTRIBUTION LEACHING FLOW n N .\ % 1 SEPTIC TANK EL +4.0' ENV+52 T POOL (8' x2') POOL l8'Ox2') acv oo no SLOPEF _ \`� \ 1 CS) (EL +5.5') (EL +4.1') QTY. (2) QTY. (4) z �� Oa a 0 vE \ EXfSTING 1 BOT- MINIMUM DISTANCE EI +1.4' �n � °0 (ZERO Ep,O \ WATER 1 EL +3.5 TO GROUND WATER Construction Fence O4 kZ\G \ LINE TO �j (EL +3.0') (EI +0.9') vrJ F`g �- (Undisturbed Area SEG \ REM �' W Belgian o BI ck Curb CROSS SECTION °� 6,300 sf) �� \ 8' �, 8' 8' 8' U SILTFENCE DETAIL E�,g.3 Existin C.I __ 1 (p --------------------------------------------------------------------- West rlet New Bel iari�1Veul` / z�' Driveway Grate g i # 1 Note: e-Surface) 1�� Block Curb` O C � 1 _ Bracketed Elevations per SCDHS Submission O Inlet G i Revised Elevations per Peconic Surveyors Pitch �', Grate GUEST 1 `\` \ `/ eW1 .'(%G (Fex' PARKINCp New 4 ' VS `( oncrete \ \\ � ! New Belgian Q#2 /Driveway Wash Ar PO \ GARAGE Block Curb Pitch �Exis`t-" , ejgl'1(oO-Ro veway PARKING0 / nQOBACK-LP/\4G Dri 0 O BOUND HAY BALE ��\ a� `� \N t E Q 1 New 1Lti i +;or 1 y SITE DRAINAGE: FILTER CLOTH AGAINST PLACED ON CONTOUR Remdve Existing \ DAI® \ �R�! i�lew`I Para\\e\ �9 eW concrete '� 1 (n 0_ WOVEN WIRE FENCE W/ W/ 2X2 STAKES (1.5 -2 Driveiwa This �,6°► �" �\ H1H \ - 5 / - 1 2"x2"x36" STAKES, 12' OC IN GROUND) DRIVE STAKES y' AREA VOLUME Required) DRAINAGE STRUCTURES VOLUME (Provided) DRIVEN 16" MIN. INTO Area,lGrind Up Ex p ; X\g i \ ,-- �o��,e0 / 1 2z Z q FLUSH W/ TOP OF HAY p ? Ex \ GRADE, EMBED FILTER BALE, ANGLE FIRST STAKE Matenbl for New �'.., _: E ARE tate , - - _� $Irl-r �e�c�01 �Q O Drivewag Base `� `\ _ Re I ce ' 1 --' 1'a ox / 0 O 0 TOWARD PREVIOUSLY LAID W y 5 AP4 p� - �� a` � - - 1 Traffic Bearing To i ,,; i ;; - - 0 �- \ f - 3990 sf x .166 Ram = 662.3 cf 6�6 cf CLOTH 6" INTO GROUND BALE 1 / \�� I I _ - ' flew`\ � ` � 1 'Q � � H HOUSE � (4) 8' Dia, x 4' Deep w/ 1 PROPO�ED '��'1�-' S�ptic 20.0 -- EX4HI/� `q 9 ► \ , ,-' L 1 ROPOS D O DRIVEWAY_•••...... _ ; \ 'rV -s D 6322 sf x .166' Rain = 1049 cf (5) 8 Dia. x 5 Deep w/ 1056 cf SANITY , / ank p :' , �1� L, \ \-/'� -�N - \::' ANITAR TrafFic Bearin ToSYSTEski Exp `-�' _=x� „� --8” ,-' — -� '° )--►3 , �\ _�I ;', I. EXP . YSTEM� #2 n _... 9 P O ,,� J 1 c / _P3\ / — -s a - t FLOW z /'� N .............:-` \ _.,�. / �� \ 1P1 i 1� � „ i`�;� 0 1 \ \ \ \ � \ `-,:i 6 ` xp'p i O O ELECTRICAL _ u 1 / P� R 6 1 House and Porch Roofs to have Gutters t L ;::.ers SLOPE 2 .� = O , Z„ `�1-; 5 I X3'0' °� � � \o. \\ � '\ INSPECTION REQUIRED � Z ', 1 � i �� C 1 7 I \ I 00 , dl, \A \ Se�tIC \ :..:.....:1 1 if ,E \` I, ��` \ - / y moi/ \ 1 , \ A, \ Aj 1-� _ I Tanitl-1_-- =-1 %� �P�\ Ex \, , E, P 1 J i i (D Connected to Underground Drainage Structures (Typ.) DRAWING TITLE: � \\ � ,, �.� - -- � � , \� � �- - , I �• 8'0 Ring: 42.25 cf/Ft of Height _ SITE PLAN CROSS SECTION FACE VIEW o _ ) >� '` --- -' - 1__------6--------- to (� SETBACK 1 I i 3" 1 (>cpstmg�°°se \ \\\ X\°J�� \ t 3 /-' \-��,2Y,, - 1 ,/, OEDm � � HAY BALE t SILT FENCE DETAILS -la' ti u5 ,l - A ;.p • . \\ \ \\ , V� J lA0— �'�\ • , \ •{ • i`V9 ��t\ 5js 1 i f at8's �'L- \ to R\ - - - - - �'�� O DATA. F ^ 1 Top Soil \ \� o\ �� t\r9 D ,15 \`� �? t i� ogeaH�� - Stock rig''- -._ \�� lEx\s Z ```� t f' E lPrdP O SETBAC cy , \ \ - +-.�._ ```` \ W °1 '�i °% 86 _ �N��` �i�i FEE, `�? _ DRAINAGE INSPECTIONS AR, iEldi3O 4ED � Construction Fence \ \ t �.i. , +\O' o �ti , -� �' \ t s -�s\-i._.� - 85'�U` / N P:OTI'�Y I_ ': PFPA9TM4T'LTi' rr Contect TOS�Engineerinr-_.65.1560 uef Pro (Undisturbed Area \ `E1 u -' / ! \ \ d t r- ed•.F \ — -- . \ / / a ?� " 'f14 TO, 4'r9" �t�.Tr, t.. ti 20,60(h sf) \ - t og \ ��-?�eW \ ) 765 t �� 8 n.� Cockflll,OR Provide E:,gineer s Certification 1 \ \� 1 S p that the E \ \\ , \\\ P ° 0RG \ `'35 �,� 1-�t'k - #3) q' lE Hesse to / / ti �,� - D-, drama a has been Installed _ t 1a \ °( ,ust 9 , , OLt'(��h"�'i�;°G 'r,��, ,� : : 9 d to CoCe. ZONA, SAN TARY SETBACK 81�, ,� \ 1. F �P"Idr -T�� . "I:" r�`Y, . CONCRETE ZONE 4E6 100 i i / \ \\ ''� \e- � ' t \ ,�,� F� P01, 1J,C. JC JOB: COVER OR 1 6\� 1/' N \ \ o �t� - / / '. E�i`lGrw - R 1111If�a f,, ,r k TRAFFIC C.I. GRATE 1 5i aP P - ,'---1 L 5 / 3. IN� i�AT NEW RESIDENCE RAIMONDI BEARING 1 _ - - - - --- _ `� \� �3 ---- ��' ;8 ' ,,,- . :: \ 3 _E�o�"E ; DRAWING SCHEDULE 1150 MASON DRIVE SLAB PRECAST " '- y>�� '� �' op 'd - ,-' - � - TEL ^"� CONCRETE Neu\ I �� to ,,,-, C :l.�r. e.,. CHIMNEY Q �\ \ �� \ �� i / ago s\at\�,' , \ ,,-;. \ hi C .-c- iO ;5i � ��' ` r \ \ b - icy X �T= t I w . .�:ate`, CIJTCHOGIJE NY O- \\\\ Verify Size I\ EX I,, - PROPOSED HAY�LE N I T`. I'fi.:r Nil) ?3?c , ,� ISE.? <<h; DESCRIPTION TOWN OF SOUTHOLD 6 \ \ (/or Replace - SILT FENCE D -;;Q DRAINAGE - -;,,- \ 1r Fi,c Y�L71 E 'eTnzz :; :<. Al SITE PLAN SCTM# 1000- 104-01-L PIPE i p ncrete \\\\\\ 'T'ump-out m g ONE AE6 ZONE X co c° \ Existing Sanitary �, Z ZONE �4E7-/ .N A2 FOUNDATION PLAN 0 4 � ` `\ _-_--- Sgstem ( FIII ma o ARCHITECT: _ w/ Clean Sand COMPLY WITH ALL CODES OF A3 IST FLOOR PLAN RING �;, i U, PROPOSED HAY BALE s1�'� AS RENEW YOR RESTATE D AND&TOWN CODES A 4 2ND FLOOR PLAN FREDERICK R. WEBER 41 EAST MAPLE ROAD _ ONDITIONS OF A8 _ ELEVATIONS 8 -O > I 0 „ 1 GREENLAWN. SOUTHOLD TOV'.?�ZBA NY 11140 4 , 52 NOYAC PATH 0 p . _S . A6 ELEVATIONS WATER MILL. NY 1191L ao 8t�o , �� ;$ 2 CLEAN SAND t N r'` -� 8 NES o SOUTHOLDTOWN TRUSTEE Al SECTIONS TEL L31 '154-5555 i GRAVEL FILL 't N S V�K i i' L_ i N 3 O OOD S8�o OOI 18 S _____________________J �• / � p CA ZONE AE6_•�'� / 4 , Ox '44,01� , N.Y.S.DEC A8 FINISH SCHEDULE/DETAILS fweberarchitectayahoo.com Q� r TYPICAL SECTION DRAINAGE RING �_ ZONE °� �O� °�� bulkhead) OCCUPANCY OR A9 CODE DETAILS Z SEAL: USE IS UNLAWFUL SI STRUCTURE: IST `c'� (tie line �►�V ITI"i S2 STRUCTURE: 2ND OUT CERTIFICATE o� O"� OCCUPANCY EI - ELECTRICAL: IST NCY STORMWATER POLLUTION PREVENTION $49 ED E �o X83 '47��uJ E2 ELECTRICAL: 2ND N N N \• O 29.31 NORTH CONSTRUCTION PHASING: 1 D ```\ SITE --F-LAN \A I- INSTALL HAY BALE/SILT FENCE. O 1 \Y 11111 2- DEMOLISH EXISTING RESIDENCE t REMOVE EXISTING SANITARY. � �ry e a�°rg 1 20'-011 PROPERTY OWNER: Misc. SEPT L. 201L 01 ZONING: R-40 3- CONSTRUCT NEW FOUNDATION t IST FLOOR FRAMING. BACKFILL. c .% rye lt�e �r RAYMOND t ANN RAIMONDI Sanitary AUG 3, 201E Ir 04 \ YARDS: (PRINCIPAL) Garage/Side FEB 18 2014 4- INSTALL NEW DRAINAGE STRUCTURES. 1 N \' o� PLUMBER CERTIFICATION HAMLET: CUTCHOGUE FRONT 50' 85' Setback JAN 22, 201L 5- CONSTRUCT NEW RESIDENCE m rn ,�. TRUSS PLpaCARDING REQU.1ED TOWN OF SOUTHOLD SIDE (ONE): 15' REV.: L- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. � N KHEp,D � � \ // GO ON:LEAD CONTENT BEFCiiE SUFFOLK COUNTY, NEW YORK SIDE (BOTH): 35' PARTIALLY RECONFIGURE DRIVEWAY. 1 OD gU� CERTIFICATEOFOCCUPANC;Y SURVEY INFORMATION: REAR: 85' FROM BUILKHEAD DATE: DEC 21 2015 8- CONNECT DRIVEWAY INLETS TO DRAINAGE STRUCTURES. gt S.01 8 WO , SOL`DER USED!N WATER FLOOD ZONE k JOHN EHLERS LAND SURVEYOR (PER SOUTHOLD TRUSTEE APPROVAL) 1 �a SUPPLYSYSTEM CANNOT C 6 EAST MAIN ST., RIVERHEAD, NY SCALE : I" a 20' INSPECT HAY BALE/ SILT FENCE WEEKLY �O• � O.JIFLII WITH CHAPTE'�? 148 SURVEYED: SEPTEMBER 12, 2005 LOT COVERAGE: 20% MAXIMUM O 1 .� bulkheads EXCEED2J1' OF-1% LEAD. FLOOEI ()A&!AGAE PREVENTID JOB NO: w201208 SITE AREA: 61,944 SF, UNDISTUBED LAND (FENCED OFF): 26,900 SF \°'� o O OngELEVATIONS: EXISTING HOUSE: 29.46 SF DISTURBED AREA: 22,600 SF 51a line `; ;T ;•. ' :` : '" r•r '"''tOE PECONIC SURVEYORS EXISTING GARAGE 1056 SF (tie PLUMBING SCTM# 1000-104-1-6 EXISTING SHED: 334 SF DRAWING NO. FILL REMOVED FOR SANITARY SYSTEM t DRAINAGE STRUCTURES 1 0,P _ &LWATER LINESL PLUMBING ANEED ASTE LOT AREA (TOTAL): 61.944 S.F. EXISTING TOTAL: 43'36 SF (-f.2%) TO BE USED TO BACKFILL FOUNDATION. p /y '1`f�STING BEFOREr COVERING-." LOT AREA (BUILDABLE): 59,931 S.F. PROPOSED HOUSE: 39'90 SF REMOVE TOPSOIL OVER PROPOSED SANITARY SYSTEMS, STOCKPILE, / N.Y.S. DEC NOTESEXISTING GARAGE 1056 SF : Q RE-SPREAD OVER COMPLETED SITE. EXISTING SHED: 33.1 SF EXISTING DRIVEWAY ENTRANCES TO BE USED AS CONSTRUCTION ENTRANCES. "LETTER OF NON-JURISDICTION" PROPOSED TOTAL: 5380 SF (9.0%) STAGING AREA: BETWEEN GARAGE AND HOUSE.. DO NOT PROCEED WITH (BULKHEADED PROPERTY) .FRAMING'UTI.SURVEY HEIGHT (MAX.): 35', (2 L/2) STORIES OF FOU-NDATIO,) LOCATION FEMA FLOOD ZONE FROM PANEL FLOOD PLAIN: AE-6/ X' HASSEFNAPPROVED. 36103CO16.4H, EFFECTIVE 9/25/2009 OF A9 FREDERICK ROBERT WEBER A Al ARCHITECT 30'-4" 15' 8" 9'-01. 3'-0" 4" 15'-0" 41 1 i 4" 151-00 4" 4n 4„ NOTES: (Framing Above) C I I (Framing Above) I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER 6 Stem Wall w/ 31'-O" I I06, T' I I'-OHigh Stone _ Ledge LTgp_)- - ------------------ (Framing Above) I B r ___---------------------------, g PARALLEL PARTITIONS AND AROUND ALL OPENINGS. `- i i I A� i `° i A' ' 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. Q3 1 r-- ----------------, j �� j r-- ----------------------, > 3- ALL STEEL GIRDERS BEARING ON P.CONC. I I 1 u I I I 9 -0 4 n° FOUNDATION WALL TO HAVE Vx6"A/2" B.PL. I I I > ' " 8'-O" (Framing Above) < ?„ (UNLESS OTHERWISE NOTED) 6 4f ° 14 -0 1 a14g„ I � = = 4 „ '\,8"'. n I I Ln 4- ALL COLUMNS TO HAVE 6"x10"A/2" B.PL. I I I i O m 8 3'-0" 8 3'-0- 4 -9 I I I I A (UNLESS OTHERWISE NOTED) w I I L------- _ _ 12"* P. Conc. Found. I I I 1 ao E r-i � r r -, I I I 1..... ......... V Wall (4" Stone Ledgej. I I 1 a -F-----1- - 5- CRAWLSPACE SLAB TO HAVE 0x(." 10/10 WWF REINF. t 8"* Stem Wall) w/ I I I I LL I -r-----I- -F-----I- I I I I I (2) 35 Bars Top t Bot. I I I 1 i° I I I I I I I I L++---------- ----, ( Wlest Wall It South I I `~ iv I I r I I I I I I 1 I =• I ' I I L-- I I ______________________ -- L-- L__ -.L______ 1 �;' III I � v 6- STEEL SHALL BE ASTM A-36 (EXCEPT Portion of East Wall) 1 Ln I I ao I ' I I I > PIPE COL WHICH SHALL CONFORM TO --- -- -- - -r-, -- - - -- ---- ---- ---- T -- -- I „ „ I � I n „ I I ASTM A53 ROUND PIPE). STEEL WORK SHALL 22"x 10" Cont. I I 9 1/2 TJI 230 F.J., 16" oc I - - __ - - -- -- -- -- - - -- -- -- -- - -- - - -- -- -- -- - - -- -- - - - 1 9 1/2 TJI 230 F.J., 16 oc 1 I 9 1/2 TJI 230 F.J., 16 of P. Conc. Footing w/ 1 j r---- --- v------------------------------------------------1 1 II1 1 _ CONFORM TO THE LATEST RISC SPEC. (3) 5 Bars, Cont.. 1 I I o I I I I O Q, ' Dowel t 2" Ke way I I I " I It (2) 9-1/2" LVL___o- g � 4 P. Conc. Slab - Between Ftg. i Found. I P _ < w/ 6"x6" 10/10 I I Ili I 1 1 I , I ", Hach to,l I I u_ I _ I rn WWF Reinf. Above UNEXCAVATED „ I. ,II in S Over Compacted Fill 1 4'- 10 -3 I L 1 8 -9�I' Crawls 4I 6h I r , 1 I UL- C-3 6'-3" j j 1 I �___________ I I Ledge for Slab I I r---- (2) q 1 I (3) 9 /2" LVL FJ. 1 3) 9 I/2" LVL F1J. L---- ----- ---------------------------------------------� I = I 1 �s I " n I J -_ _ =L -� ,w_ = ,wJ II II I �- I 1 I I = ===(3)=-I/2_LV _ - U J I - I I I I I ' fLt _ - ' ___________pp _� ________—_Ji{____11- J 1 L III v I - ir- L II r-- „i-- ii ii IJ L J L J I L-----, I� i75,_4(rine of Frame Wall Above _ ��IL_ I I 1 i Chimney nl II J ii �ii - R I �� • I i i 3'_On 1 L, 4i I Footing, co u1 n > nl ll Q)11 'r 15" Dep �u I„ z �I ' 1 I 1 I ul n nl . ll ° z I > ' , iii> J II zii (3) 9 I[2" LVL F.J. o (3) 9 1/2" LVL F.J. I I I I 3'-6" (Varies) 1 1 - _ J > ---- I 1 III J Ili————=-," r- � `, ii o II I.r-v-v-v. '�`�-r�.�v�v=- -__�__•__�_____ _�l I I I a- n� v 7� _ _ L---------- 'd +--- - --- __ = y"`~ o r+ j1 III o ii -+ l I1 I 1 ' 1 I rn Partial Shingle Flare, 8 Stem Wall w/ I _ _ II\ _ \ III M111 .o ---- -- -- -- -� � I � Miter Back at Doors 2'-18" High Stone I I I I Ledge fe 1 iia n II Iii `�' 11 �" 1 I I ttrl ' x l r I E I -1 i-- LJ J 2NIT I I I Floor Jots - II,, - 111 y - II NII I :b 1 1 N I r-- r---,- a 2 x12 Coping B I r' �t- r r Bluestone in Ledge (For Flood Vents) 1 I � 1 IF---- -x I 1 I _ 1 I I I II- J N 111 I n mil r--1 l < l n= III I III _ -��--- ° I I 13 1 _ I _ I I I I I Setting Bed 4" Stone Veneler �11 = I I ,� I „ I " ' I II! N I III - - _ I I I I ......... .....I°D. I I N O I I I I r t I I 1 I O I I O - 2"xIL" Ste I CRAWLS d4CE Ill I " c� 9 I/2 TJI 2 0 FIJ., 16 oc 1 I Fu, `� -'~--�0?J.L 1__- ICT I I I I I P I I ' ' 0110 emf-P Cane lab P I I I.o I n - I I a v I I I - I .c I I I r---�+ t— :o F \ n I I I n- La P Area of Cr4'wls ace- nl P - - �_ I I 01 I I ,1 " `_- 1 To Outside i lkaGe ofL- n -J 1 11 II „� in ��I 23 L N -- 9 1/2" 1230 F.J , 16" oc L�-�-- 9 1/2" TJI 230 F.J., 16" oc I 412 6 4 2 =6 ii L °D I 1 I 11' (3) 9 1/2" LVL P I I 1 �0 - I u = Wall Underl��rame J if n I I �i ry l� L- -- -^ x N - -- - I L__J - -, 'I \ I O I _ -- _ -- __ I 1 n cY J I „ I I F.J., IL J I I 6'x4"xIL" Conc. _----, Grade ------- ao I = __L_ v _______ =I=,- _A_====I=======1== n Above = 81 sf n I-li--�uJlr--____1 axol .L-----------� C= -- - 1[ LJ - - II Iii = i1 I I „ °D„ 1 I 1 � -------- -A I Block 9 Stoop \ I I Cra I Space I I I r ,- ----- -ii Use (8) 16(1�kl("---`�u� I - ---- 1 �I r I I J 1 I Slab EI +1'-& 1 _ " b_m r---,II O I I II 1' III 11 Q I ' I I I r Foundation Wall "----!' I ------- 2,_Ln Wm Wall to Insul., Stac er �, i r --- --- I I I I I - I 111 En sneered ;;S Is t " I I—IL-----JI, L- -- -- I 1 I I I I 4 Ledge for L" 4" 2'-L" (Verres) 8" g v I 1 I I :r iii Vent" 4QO�sf j� I II I Stone Veneer Support Remf. 1 I 1 II I ul I I n1 I n' 'u I'I I I I I - +--- ---- ---J 1 I u, In Per Vent =I132PO sf n1 I �ig4atch t��lr-- ----i 1 1 Flood Vents, IL"x16", 1 ___ _ __ _ _ ___ I III II 111 lCr ilS C ----- I - Stoop Wall P. ConeSlabDRAWING TITLE: "Slmart Vent" n 'I I 111 II I I 111 I Ili PIu I" 11 M 1 I I I I I r-SIH-� III ----� r----� 11 I I -fir, r -.` ,x,Il = 15'40-521 I 1 I I ul 1 II I ,r,l I 'ii `.in r-- ---- I------------ I W 8x21 Girder w/ 2x6 Ff rldrn�I I �-L---��' W 8x21 C#rr- lw IT Nailer IF r4---------- I '� J I , —L_ 1 111 4- 013-11 11� L_ � �— — -_ L_._._._._._. L,r. _._. L —.=1—_=_ FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER FREDERICK ROBERT 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD WEBER TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 15'-0" 31'-0" 5'-0" 9'-0" 3'-0" 1. ALL HEADERS C-0' AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0' AND OVER WITH TRIPLE UPRIGHTS. Al ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL E 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED s 8'-0' O.C. ARCHITECT n / „ „ , n PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 4'-4 I/2" 3'-O" 3'-O" 4'-4 I/2" 4-4 I/'2 3 -O 31-01, 4 -4 I/2 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. S (Above) 0 (Above) C O(Abo(e) O(Above) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY 45IMPSONO OIR APPROVED EQUAL. ® ® Al B ® Qs) B 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL ____________ _: ______________ AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. r----------�----r----------------� Al r— r— � " 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D s 4 O.C. EXTERIOR EDGES AND LD s 12' O.C. INTERMEDIATE. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" - Bluestone Walk I ii I I 3'�3" 2'-6" 3'-3" OR APPROVED EQUAL. 1 03 I 1 (Pitch Down I I I 12. ALL PRE-ENGINEERED LUMBER SHALL BE 'TRUSS JOIST' TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, 1 - to Driveway) - I �, I I I = O (Above) i GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS p HO ® 1 QC I O o ® i �1 i 1 i -� SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR -�n (Above) I I I (Above) ``� (Above) I �� I I O PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 1 I I Il'-II" 8'- " (Step) '-I" 1 1 „ , - -------------- 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2' DIA, GALV. MACHINE BOLTS s 24" O.C. 1 Pitched �, Flat Ceding 9 12'-0" Flat ,Pitched /, =6 00 12'-4" " 12,_4„ `� L" 2'-5'j �I i I / 14. PROVIDE FIRESTOPPI G AT ALL LEVEL PENETRATIONS. j I I ji -M `r Dn 3R �^ TT I �I I I / Boiler W Fan/ 15. BRIDGING TO BE PR IDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. . ........ _ UEST1 BEDROOM ------ -- ------------------------ ---or- =L--- -- ----- � Ln jjI L"/ 8HtDetre or----- C 14 �0" I o W i_ 1 I - ---- - ---- I I / MECHANI AL t 1n I � 21_ IN 12,_ IT 6// 21-5" � 0 1 � � � I O 1 I FRO T PORCH \ I � I I / Tile I I �� 1 1 5'-III 2, 3'-0" 3" 3'-0" 6'-I 1/2" Bluestone '_8" 6'-3" \ ► I 1 / ;'�. ; 1 I , , I , / ; Cr hto; I WINDOW SCHEDULE O ® i o f �a/ fAbov H ( bovel M \\ u i i Cra Sp O i r, (Above) , OC 1 ain A en \ L I 1 DEN / I, = I , O Dn 4 1/2" .o \ u I � 12"x3" Med. L-- -- Area \.dLC_.. I....D.ak.............../ Recess :r .. Cab. Unit Model # R.O. Egress ............... ............I................................../...... ,......................... . /.,............. .. ........................ OPn9 -- -- \.... I.................... 1 -- -- I......................... . ./..I............. .. .................. I I / ITT a 40 Wide O• 40 Wrde \ ` / t ® CUDH-NG3028 3'-0 I/4"x 5'-4" Yes/, /, todpOWennwm. 2'-9 12' I t I i i \\ 'I I °i63'-2" 4n '_05 P 1:24 I / 9 1/2 6 3 9 _ I: I I 32 \ , / on " 1 _ 0 Trimmed T�tmm��__ _ I L I / i , © CUDH-NG2628 2'-8 1/4 x 5'-4* No I r I ,r N — I''Opening I I 110 Opening �I� I 34 Wide I I i I I: P 9 1 1 Newel I I P 9 �o� I / �„ 1 L. 24 L �� Trimmed 11 Up 18R I �� 1 Tv / 32 Sr WeeS cr © CUDH-NG2428 2'-6 1/4"x 5'-4" No V- 130 � O tr Ili I I Post 1 1 I �N I ,/ I , �`�ii I 4 , Opening I I Zv / , i = a Handrail <r I �---- .................. ...:1 28 -- 1 , °D Baluster s ` , ............................ .... .............. .....- - - 1 O CUDH-NG3022 3'-0 1/4"x 4'-4" No 1 28" 1 #2EAR S IiR Up 17� I - . ............... `�' I I I N �`+ ` 1 i� Bench 3/_L oto. Losu a 1 I HA!_L I POWDE FOYER INS AIR. 3' 2" 4" 21-3 _� I i 10'-1" t reen 1 O CUDH-NG2418 2'-6 I/4"x 3'-8" No 36" Wrde LIVING ROOM I a Oak tr - Ridge oo I <r o 0 1 - „ Med. ...... . . . .Fireb'ohc....i.. .,- Oak 28 - I ----------- - i i i 0 Oak - I 1 -----_ _ I CUDHP-NG6062 P-2 1/4"x 5'-4 1/8" No (Above) t Cab. „ 1 in o. ,_ n _' _ „ Urlder 4„ 1 I I � „ r- 14 - 4 i 15 2 r 4 3'-O" 4 6'-L" 3'-8" 4 - Cbb. 12'-10" II -8 Tile 6 I - I I'-8 _ -_ I R frig MUDROOM Stoo 1 OG CFELP2434 T-I" x 3'-1" No co , Handrail. . .....1.... ................. ........................................ 'v .......... ....... ... ............... ................... . ............... ................. ........ ————— ———. 1 , / n eine(ess...... .. . .......I... . ................... ............... ...... . ............. ...........:. .............................................. .... . ................. . . .. ----- `r ---- 1 30" , - - Q CUDHT-NG3010* 3 -O 1/4 x 1'-4 3/16 No 12"x3" Sh er I T A 1Shelves I CRAF REA Recess I Enclo 28// 34" Wide I I O -- j 05k W 1 Overhang w/ LINEN i I Wall a5'-4'� t) I N Brackete Q Not in Use I Trimmed 1 I �., Concea-` oor --- ---- I 1 1 i I - Sh ly C ATS g„ into Foe ; I I= Win _ 1 Oi LAUNDR ;- Supports Opening 1 3'_ ^ 5" o 9 ILL tch t� FI'ANTRY r r_ " I n /r Paneling , - , 1 1 i Rac s I %n 1 ' K CUDHT-NG2410* T-6 1/4"x I'-L 3/IL" No 2 -O A I �Cr 15p, , - __ _ Cd,untertop w/ - I Under I " I pa Tile p , Ln O DRAWING TITLE: O 1 281 WINE C�ifI_ GE _ PhP r L ower -- �C-ab - 8 L �,,_2„ 4„ L,- I 6' Countertop w/ U e 1 2 I C erto a _-__________j __--____ Built rn Trimmed Opening ' I --fi Caibinets c-, I Refrig. 11 Upper Cabinets LO CUDHP-NGL842 5'-10 1/4"x 5'-4 1/8" No IST FLOOR O ------------- ----- ----- - ------------------ oo •'' - ---- ----- _ Wide_ L------_J C 00 L� ____- , I , ------- --------- Q CUDHT-NG6410* 5-10 I/4 x I -6 3/IG No 3'-9" II'-0" 3'=9" rimmed Ope ing Ref/F rrez� 131- 11 -------- a ------ --- — II 21-0 31-8m I 1 © CUDHP-NG4862 4'-2 1/4"x 5'-4 1/8" No L" 14'-0" 4" 18'-6" 4"I 1 L'-L" = 4" in 20/_0„ a'-j0^ LL 13,-0" R n a _ - - x o ................................................................................... . ........................ ............................................................................... .....I.I.............................`.... ..... . .............. `�' KI.TCHEN. ..'n I..I..... .. 3 1 T NG4410* . ... ..... . Trim ed Beam 17 I :o O rnl I L ---------------- -----------O - I i t i SO CUDH-NG2422 T-6 1/4"x 4,_4,/ No ---------=--- -.-- ------------� - II I JOB. a 1 1 0 l l Oak D6r , _1 __- I Model Numbers Refer to "Marvin", Clad, Next Generation -M DINING ROOM a 1 I I �' r R,AIMONDI OFFICE _ I I = = a 1 1 n Sink : p I iv Double-Hung, Low-E II w/Argon Glass Oak `; -U 1 t o 1 i i•. ink 1 E 0 RESIDENCE Oak: o E 1 ► p T _i °'..I.i....._ �_S� I � (Above) * Custom Size Oi H A �° - e I I - = 4n I 5 -0 Island l0'�0" -',� 5'-O" , I Trim ed . �s1n----------- ---- •3- 1150 MASON DRIVE (Above) : F- i i t r- - - ---------=---- ---- --- I NO" CUTCHOGUE, NY I I o t h----- - ---- -Z�, 3'-3" 12'-0" 3'-3 1 Interior French ;' \� j �`O ve) =i TOWN OF SOUTHOLD O O O = , Doors w/Trans _ ,;y•. �� 11 �� ., DOOR SCHEDULE SCTM 1000-104-1-L (Above) O - I I P A Steel (�\ �\j j ( Srde Sliding Doors: rnTrimmed Opening _ , , Ban uet I _________________ O column i , ARCHITECT: Trimmed Beam (Girder Above) i '•1 / I Unit Model # Width E Height :.... .............................. _•--.. ....__._._..: . _SSL-- - la O O n T i° A P E - T - - - I 3-0 x L-8 (Door) FREDERICK R. WEBER o Co v O O Front Door, Transom ! Sidelrtes 6,_0,/ 6'-O" 3'-1" 1 5'-4"" 5" q I� i \ I - - 1 "Upstate n bove) O ("Simpson" or U state Door - Custom) (2) I'-2'x 6-8 (S.L.) 41 EAST MAPLE ROAD jn►- �'�� 1 1 \ \\ 1V. "Marvin" CUIFD5468 XXL T-5 5/8"x C-10 1/2' GREENLAWN, NY II'14O a `" of Doors/ ao `i� �� I I \ J O Clad Ultimate Inswing French Door (R.O.) 52 NOYAC PATH Dn 4 I/ Wood 'v pening to N qjs t* �� I I ,' r WATER MILL, NY 1191L ,.% i \ 1 / Stora a Dining m. �� \ i I 1 .� T 3 Marvin CUIFD54L8 XXR 5-5 518"x 6-10 1/2 i - Clad Ultimate Inswing French Door (R.O.) \ � ( e) _ - Trimmed Beam � I I � cv = i i „\ ^ ----- -----------=---" ----------�,i-- ,'�p TEL L31 754-5555 \ �,�, II P/// 42" Wide F-E -- ----------- -- '`- fweberarchitects ahoo.com i— • ii� Doo�sWebox I �N it tee __-� p ` (Not in Use) 9\ Bluestone. j //A1 � W , - Column .� O(Above) \ " = a a I�\�y - O "Marvin" CUIFD2868 XR T-10 1/1L' x SEA b 42...t11id�..N o '� I TV ^ Clad Ultimate Inswing French Door 6'-10 I/2' (R.O.) \ i i SUN PORCH """ LY R 2 -I 2 -II 9 Firebox( 11, I FAMI OOM _ .j` 'D cv \\ / Blues one Bluestone P c o,i Oak r "Simpson". n ,_ „ \\\ �� SlatI-Q� Trimmed Beam ` P 2-8 x 6 8 (Door) O (I/2 Glass-To Panel-Bot.) .,,t.� �?'�,�,w,. �• �` `" D I I \\\\ OPEN :POR H L^ ^2'-9 I I'-8' - ---- - ---------------- -------------- r "Simpson". 2'-8"x L'-8" (Door) ( . _ O (Solid, (2) Panel Door) A•. � � . I I a o /, " rn ao I I ! �� Clad rUlt mate Inswin pFrencBhl Door Transom ?-610 2/1(R.D.) ^ ao O I. \\�, S een O a '�' O H O g r Dm R1 ' / : \ D r n Ln `'' .� '°` (Above) ..�� s1„ � i / \ \\\ Dn 4 1/2 _-1 Q, `r M Q (Not in Use) P A / : \ 8 (Above) _ -_-_ Trimmed Beam -_-_------- -------------- N "Marvin" CUIFDT641L 5'-5 5/8"x I'-6 1/2" _ O _ •. 3 � � � � Clad Ultimate Inswing French Door Transom (R.O.) it i� •.•' / --- ---------------- i \ , Dn IRs 4 Dn 2R 1' I ove) r © ?, C'' , © �, Vertfg Operation of all Doors / \ O O O O O(Above) �6' 'b KO(Above) REV.: H (Above) R (Above) R (Above) R (Above) pcor e I O ,y ^ C _ ;�, �� i \\ ,�,�� 3'-2 I/2" 3'-O" 4'-2/, 4/-2" L 4'-2„ ;'-8" {,_4n 5„ I'- I/ ' 2'-6"5 12 2'-6" 1' S'-10" 1' 2'-6"5 I/ ' 2'-6" I'-L I/ " 7 �`�1,�, I �, ; DATE: SEPT L. 201E ��8s Dn 2R ____moo \\ �i� `� Above) L ove -97 (Above) ' 35�a SCALE: 1/4' s �, 1-O" - JOB NO: w2O12O8 i 9 12' S'-8" 9 12' C A fc sp 5'-I 1/2" 1'-3" 5'-I 1/2" Al DRAWING NO. 2'-1 1/2' V# Al 25'-0" 21'-0" 5'-O" NORTH IST LOOfi� L , OF A9 FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER FREDERICK ROBERT 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD WEBER TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 31'-0" 5'-0" 9'-0" 3'-0" 4. ALL HEADERS V-0' AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0' AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL ( 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. Al S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0' O.C. ARCHITECT PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. L. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. C 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY 'SIMPSON' OR APPROVED EQUAL. Al B B 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. Al Al 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 6D 9 12" O.C. INTERMEDIATE. 1--------, ,-------- 1 1 ,_______J ------- = II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" 1 1-------J '-------1 I LJ 1 I .o L J L J L J OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE 'TRUSS JOIST' TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, i GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS in SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4' LVL RIM JOIST SHALL BE REQUIRED AT FLOOR r Roof Roof PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. w r l I 1 L ---___--- 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2' DIA, GALV. MACHINE BOLTS 9 24" O-C. l 1 i i I i I ------- -------- I 14. PROVIDE FIRE TOPPING AT ALL LEVEL PENETRATIONS. t i I i I 1 I I 1 15. BRIDGING TO E PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. /11116 ------- --------------------. 1--_—_—_-------_—_—__—_—____—J- J I72Front Porch Roof �LJN 1 N 11 11 11 1'-1"0 3 0 3 -5 31-Off11-11. 6 WINDOW SCHEDULE I W I�l uJ .J if ® Roof ® � � RoofLn I I I I I I . I I I I Unit Model # R.O. Opng Area Egress I.. --- —�...................... C -------- — , ..... ................................... .........................................I I r , CUDH-NG3028 3'-0 1/4"x 5'-4" Yes f� I I I v I I i I I I I I I n n �. I :,- 1, 1 ,1 " I I I I I I ® CUDH-NG2628 2'-8 1/4"x P-4" No 6 15 -4 4 10 -2 6 I -10 4 I CUDH-NG2428 T-6 1/4"x 5'-4" No I L---� — —r r-- \ � rnl I I----- I / r --------� i Q CUDH-NG3022 3'-0 1/4"x 4'-4" No BEDROOM 3 �, � 11 �,I �� I I 1_ 1, ,_ n = I I O CUDH-NG2418 2 6 1/4"x 3'-8" No j \ U (Oak) °a I III bD I F CUDHP-NG6062 5'-2 I/4"x 5'-4 1/8" No r, I I I I \\\ I I I H ndrail — O I \ I III I G FELP2 6 T-I" x 3'-1" No C 43 --- ---J I .......................................... .........I.II................ . ....................................I. ......._.....7.2- . ................. . _1l --- r---� I I -- �- ------- E--_-- -- \........................................ .........I. I................ . ...................:............../x L - --- Built in I i 1 -- - -- Li i HO CUDHT-NG30I0* 3'-0 1/4"x I'-6 3/16" No I I \ L�----- a cv 1 +, r--- /� I I I I I 24" \` I I I , — r a- � I = I I I I Shelves e e Roof I I O Not in Use / I I cv I I I I L _ J 1 ;,, ,1 J n �„ 4" ` n n 11 •, I 1 1 I I KO CUDHT-NG2410* T-6 1/4"x 1'-6 3/16" No IT� 2 0 31'--B. 5 - 4 r d 2 �4 b - 4 3 -4 12 x3 1 1 1 I DRAWING TITLE: _� j I I I uib/Shokucra /Open to o e I Recess I I I I I I I 32 B nch I r _� L------____—J 1 L] - // Below L__ __ _ __ __ I L CUDHP-NG6862 5'-10 I/4"x 5'-4 1/8" No 2ND FLOOR ---- Bok-off S -- - r--- ---------------J I BEDROOM 4 <r Cabin t bone i i ,below 2'- "•: - 17 rill I 1 Q CUDHT-NG6410* 5'-10 1/4"x 1'-6 3/16" No - -,-- Shelves Above (Oak) c4 W D -- jPull-Down _ 28 --------- 1 Dn I R R ARS R Tu in I I 1 © CUDHP-NG4842 4'-2 1/4"x P-4 1/8" No p I O Hangrn t _ IAttic Stair 4 Rail s3'-0" w/ 1 1 's1.4' _ s I PI tform ISI I Y 14'-0" 4" Above _ I 3'_6" 14' ` ' 4" Balusters: 10'-2" I I 4" 0 3'-2" 4 1' o0 61`JI 1 cv ® CUDHT-NG4410* 4'-2 I/4"x I'-6 3/I6" No I Ridge Utd•I _ le - I I g I I _ _ j - - -------- - --- - -- ----- Ridge --- -- - --- --- -'- --- _ r ---------------------- Smkr- rl_ o 321 (_ L____J `� I I I ` i i i Q CUDH-NG2422 2'-6 I/4"x 4'-4" No _ n, 1 , JOB: ® I °O ��, \ I L J Model Numbers Refer to "Marvin", Clad, Next Generation I = `r `r Med. UP ER FOYER R,�4IMONDI I �. ....... . I I C;`��,................I I o............. I Double-Hung Low-E II w/Argon Glass Med. I.I..........................._.. --- -- _.. ---------I.1..................._. -- — I � RESIDENCE - - -- ------ - - -- I = '�\....... ................-T.f-...-----...-- . .......... . � n------:: ---.-....----- - �.....�r��.-�n 411 1\ I — Cab. �. I I 7 UPPER..HAtt' i.. ............................I I 4'r / 4 \ =v I Custom Size (Oak) `r I I Paneling in Upper Foger - - / --- I --�------ --- 1150 MASON DRIVE to 3 �2 Height C 1, I ;,- 128 ` I �+ CLJTCHOGUE, NY x a a / I 32 ___ 1, ,' 24'1 24" IF:7F0 32 2" ,'/ _ / 28n W.I.C. \� E ;° TOWN OF SOIJTHOLD 0 �6n I fl1 .�'c 3'-g° ! LINEN _;9 MBR HALL I �° I �'+ SCTMV 1000-104-1-6 I v3'-8n \ I DOOR SCHEDULE c� I r e s - 4 ry a 8 (Oak) 8 -6 I le I \ \`� ------ ----S� ,''`r / I ——\— L J ARCHITECT: ---------- I I r I ` I Unit Model # cvI .. -----............. ................................... .....I....... .. ._._._._.-.-.-.-................................L._ ..... 7. ................................ ............ . ............................._ Width I Height - ........... . .....I.......7 .. ..........................................................., -- -r i 1 1 n I "- I �� `~ _ I / I I I O_ 1 Front Door, Transom E Sidelites141, 3-0 x 6-8 (door) FREDERICK R. WEBER She vr1 s ------ �\----- BE ROOM 2 L" aL 24" BEDROOM I I / I I - ,1 ,/ p " GREENLAWN, NY 11140 1 / I I I ("Simpson' or "Upstate Door"- Custom) (2) I'-2'x 6'-8' (S.L.) 41 EAST MAPLE ROAD \) L, r 1 __ _ — \__- -__ 1 (Oak) I (Oak) y I I I < 2 Marvin CUIFD5468 XXL 5-5 5/8"x 9'-10 1/2 B ,j I �TansrtTon r-Flue t _� I /I I I I v O Clad Ultimate Inswing French Door (R.O.) 52 NOYAC PATH . � ti�/�/ �\ ` \`\/C1 .ne i \ L- I //i i "Marvin" UltimateunsD54F en h Do r 5R.0.)5/8"x 6-ICJ I/2' to WATER MILL NY 119'1L AGN (Y / •\ / I \ \ \.; i i2 411 ll —411 ,11" 21�ON 411 111_4n 41, / I 2011 0" �( 6" �—— > i t TEL 431154-5555 -- we erarc itec s a f b h t hoo.com V. 01 Ln , , \ I •.••� i 2 ..... I i QL. / 1 m MASTER BE ROOM in 241 = I rn (Oak) I �l _' I 5 "Marvin" CUIFD2868 XR 2'-10 1/16' x SEAL: 1\• i - I .o I I S " I Clad Ultimate Inswing French Door 6'-10 1/2' (R.O.J / • \ f.....�_ I I /a0 -�, I v I �' kr I (I/2 Glass-To , Panel-Bot.) I r- � I Simpson 1 1 n I "Simpson". 1 p / U U 6 2-8 x 6-8 (Door) D - I I ( kk / I 1 1 n 11 1 I_ n 1 n n 1 — O IX6, T�eiling G, V—Joint O Sim son . n / / �� _'L1�2 - I- I - I n 1 p 2' -8'x 1'-8" (Door) I I � �•. � . � I I � I Wood �I � I i (Solid, (2) Panel Door) / I L 5/4x4 I e Deckin on = 8 "Marvin" CUIFDT281L T-10 VIC x ' O _� I . . . .............I................................ . .. ...... I G p Ste 5 I - U? - I O Clad Ultimate Inswing French Door Transom I-6 1/2 (R.O.) T- r �„ ��•. i:� I I i DECK Pressure Treated Sleepers R -2 � o zsae^ .j , over EPDM Membrane. 4'- I/12" 2'-6" �1" 2'-6" 4'12 I/2" 6" 21 -1 1/2 Pitch to Roof Drams A I / � I I Rail 3' Above Decking I I I I I "Marvin" CUIFDT5419 5'-5 5/8"x I'-6 1/2" o \ Segment d\1x6 / 1 r, I I I I l I \ TW V Joilnt --J L_ _ ____ ____ Clad Ultimate Inswing French Door Transom (R.O.) �\ \\\. ' Wbod Celing\\ /// ------ ---- I�01 = ----T----1 ---T---- I __ -��/-----------��-- -----� Verify Operation of all Doors Flats Ceiling ,� ,� O Maho an Top E Bottom Rail � g yy i //�0 w/2x2 "Versatex' Balusters `"C C . `� cv REV.: \ r----= --�c Pitched: Ceiling / `� B Pressure Treated 4x4 Posts w/ y LC Copper Boots Flashed into .�% Roof Membrane, 5'oc f±>, DATE: SEPT 6, 201E Encase in Ix6 "Versatex" 1%4 5' 10" 1 SCALE: d'-O d/2' S'-2" I'-O„I/2' w O 11_011 �_OII 11_OII w201208 O � A 5'-1 1/2" 1'-3" 5'-1 I/2" Al Al DRAWING NO. T-1 1/ " 25'-6" 21'-0" 2ND FLOOR }ALAN ORTH � d 1/4" _ 11-01' OF A9 FREDERICK Chimney Pot ROBERT Stepped Brick WEBER Chimney Cap, Cap w/ Cement Wash i ARCHITECT I I I I �- I I Brick % Ix8 Rake I IHinryll 53hiricliff Board w/ iI I 71 Shingle Molding t Ix6 frieze Bd. 00 i i Half Round o White Alum. '-------- G ------ ------------- --` - - -- --- ` ` --- ----------- �\ Gutters w/ w Round Leaders rf------- ----------------r -------'r - - ----------------------n---�T-- ---------------- -t ---------- ------- - Q I I IIFrieze 6d. II j ............. ............. ..I...................... . I I I V gll I I I ----------------------, FT i _j 5 I I I I I I I r x Window I I I I I I I I Casingb I I I I I I .1[ O O O O O 1 1A (I I A A I O O O i n i h i I - � = I I = 1 1 � T-------- ------:------r ---------r ---� -------------------------------- I I -I -1t r - I 1 Eno[] LEE] I ZE111 [111Ih I I I I T I I I I I IIF:EA I I I I I I I I I p I I I I I O O O �J 3 O C O O O I I Open Porch I I � � I I I I I 1 1 1 1 Bluestone 1 1 Shingle flare I ------ ------ ---- --- — L --- ------------------------------------- ------- -- -------------- -- ---J-I --------- -------------- --------- _ Stone Veneer on I I I I I I I I I 1 1 I I Found. Above Grade I I I I II .—.—.—.—.. .—J. . ---._.—.—.—.—.—.—.—.—.—.—.—.—. .—.—. ---.—.—.—.—. .—.—.—.- .—._1 — DRAWING TITLE: I I I I I I I I SOUTH ELEVATION I 1 1 1 I J J L L L L L l ELEVATIONS L--�-- L--- ---J ----- 1 1-O" L___ L--- L--- L--- ---J ---J ---J ---J ---J ---� �2'-1 I/2"� 25'-0" t 21'-0" Ridges to JOB: Align RAIMONDI "Build out" on RESIDENCE 1150 MASON DRIVE CUTCHOGUE. NY TOWN OF 50UTHOLD SCTM# 1000-104-1-L = �' frieze 14d. w/ Br ets `� ARCHITECT: IWood in e ' I FREDERICK R. WEBER 1 - 41 EAST MAPLE ROAD GREENLAWN, NY 11140 ................... ,... ... ... .. ..... . ... ........ ... ... .... .................. 52 NOYAC PATH i WATER MILL, NY 1191E R—F11 I 1 I TEL 431 154-5555 fweberarchitectsgahoo.com SEAL: 1 I ' Bowd WIZ -1 - y- --- TT------------- - ------- ---I-- - ---------------------------iTi--------------------------- - --I-----'�_ ---I-- Q i' .. I IL II yI I r Bracketed t �� LLJ I LTJ L�LJ Overhang . .....I....I........ . . ............. �..I...... .. ....... . . ....... .. ...... i:. ............... . . ............... ..� ............. . .. ..I.....I....I..... . I 1 I Side Door I I4.4A4x4 LbAd I I I x C tl I I I I I tra To ot. I I I I 0E! I E II i II I II I 11 ElI O In n 1 1 " " I I O O I I O O REV.: 1 I a _ I I I : I I I DATE: SEPT L. 201L II 1: 1 Bluestone 1 1 SCALE: 1�4• Bluestone I hin le Flare t Steps I =laJOB NO: X201_20I�8_ O • oa o 0 0 0 0 �a o 0 00 0 oa �a ❑o ��oaClo�o�❑� o�°aoC�l o�o�o�� ❑��o��❑��o�a❑� o ��a �a�a � �a ��oa oa o D oa ��❑I��o� ��oQ l��o�a❑��o� Ooaoo oa�oOo Ooa❑ ��- o ❑ � �,� cif---,�,�� r�� DRAWING NO. I o o ��o 0 I I I I Stone Veneer on I I I I I I Found. Above Grade I I II 1 —.—.—.—.—.—.—. .—.—.—.—.—.—.—.T.—.—.—.—.—.—.—.—.—.—.—.—.—.—.- I I .—.—.—.—.—.—.—.t.—.—.---------.—............. _ I I I I I I I 1 Q I I 1 `I ELE: VATION I I I I I rJ rJ rJ L� " = I'-o" rJ L� L--- L--- L--- ---J L--- ---J OF A4 15'-O" 3'-0" FREDERICK Chimney Pot ROBERT WEBER Stepped Brick Chimney Cap, Wash w/ Cement ARCHITECT / 12 Reverse Gable �,' 10 I I Roof on Front --\\ \ I I Elevation ' I Ix8 Rake I Board w/ I I / `� I Shingle Molding E I Ix6 Frieze Ild. I I / I -------- ----- --------� ---- ,� ---------------------------------- Ix8 Fascia Boardrf - t T- +T____--:________ _______iJ _8_T ____-----___7T-----_____--------____---_ �\ I I I Half Round I I toren vera White Alum. Gutters w/ j I Round Leaders I Casings Window O O � in / � I Siding I/ jo II I I -- rn a are � --y-- __---®– –•�–� ---- -------------- -------- -- ---- ------- -------------- H�.L/� �- r--—tT——— T------:— — -- —p—'r-f---- TT------T-7 ---'J•' �____--- � .r '""IT---- —I"1----T— T II Wood ra ® j LJJ I o in e biding I I I D I I I O I o o I I o � I I I ----in a are --- -------:- ----- ---- ---�--- ---- ----------------- ---------- ----- ----- ---------- ----- --------- -------- I I I I I I e I I I I I I I I B B Stone Ve eer on L L L L I Found. Ab ve Grade 1 1 1 I I I I ----�——._.—.—.——.—.—.—I_...—i_.....—. I.—.—. I ....._._...—.—.—.— —._.—.—.—.—.—._.—.—.—.—.—.—.—.—.—.�.—.•—.•—.—.—.—._.—.�.—.—.—.� I I I I I I I I I I I 1 I I I I I i i i i DRAWING TITLE: I �j EAST,, ELEVATION rirjri rr L L., L, L, �, ELEVATIONS J J L L L--- L--- i --- L--- L--- ---� ---� L—_L4" = I'-0"' ---� ---� ---� JOB: RAIMONDI 1 r--------- ----- ------ - ---- RESIDENCE 1150 MASON DRIVE I / CUTCHOGUE. NY Brick /' \`� , /—Board �/ ' \� I Chimney ` Shingle Molding t TOWN OF SOUTHOLD fx6 Frieze Bd. SCTM# 1000-104-1-L Wood Shingle L.C. Copper / IMOOT ARCHITECT: I I Roof Through Flash ng I t Step Fla / Half Round FREDERICK R. WEBER - __ _ -\ White Alum. I I --- ---- - -- 41 EAST MAPLE ROAD ---_-_r } o Gutters a GREENLAWN. NY 11140 ---------------------------- -------- --- I I / i- '`------- �-------- ------- 7 Round Leaders Nd. OYAC PATH for Oveeze rlap WATER MILL, NY 1191E Window Casings -71 I I TEL 431 '154-5555 I I I / ► 1 1 O I I fweberarchitecteyahoo.com I I I S I I I / I I I III �'�;h•. I I I ,� I I I I III SEAL:.:-�.� -�••� � I 1 " I / I I I III /r�� ' ��,��`.••..•: ' r ------------------------------ ---------��--- + -------- -------------- -------- E F I I ___-_ ____----_ J t XS sacra 1-T----———----————------——— —�.+c_ ---�T__________�_ Tr___Tr_ ��T___T T T________ T_____— T T I Board L.q I D-9 Oining I I I Porch Ix8 Fascia I I I I I I I I I I I I I LODE II IBoard I I I I I I I I I IL(t p Woo Grills II 1 �� I1 111 Io 1rmrc anso II I: 5/9x4 Windo I I I I I I II I: I ® I I I I I I I II I. I I I I I I I II 1: I 0o rn a I OE i In I I I I I I II r I Open Porch I I I I I II I: I O O I O O I I I I II I: I REV.: I I I I I I II I: 1 I I II 1: I I II I I II 1: I DATE: SEPT L. 201E Shingle Flare ----- ----- -- -------------------------- --- --- -i -o Step I i ALE. 14 I -O I r r N - I � Flloortt�nS —� -------------------------- --- -------- - - - _ I SC 0 0 Found. � ; ,, JOB NO: w2O12O8 Stone Veneer on Found. Above Grade e B Bottom of Flood Vent El +8'-6"� e I I I c I I I Grade EL +8'-10" DRAWING NO. � I I I I I. I I Grade/'Crawl S ace EL +�'-6" I I I I I. I FM JEST ELEVATION III I I I II I I : I J1/411 F J L r J L', L, L--- L— L--- ---� ---� O1F A9 FREDERICK .......... ........... ........... .......... ------------------------------------------ ROBERT ...... ........ WEBER........... .......... --------------------------------------- Pressure Treated Taper Sawn Red Cedar Roof C.T. Shingles, (Max 5 1/2" Exp.) ARCHITECT ILI off, Tgp. 304 Felt Post (2) Lagers 5/1x 3 Lathe Ridge (Vert. it Horiz.) 'i ATTIC 2xI0 RR, 10 oc 4' 'Roxul' "Hurricane" St 5 2xI0 C.J. Sound Insiil ition Spray Foam Insulation on All Rfters`?_ gp,.) F 14" oc in Rter Space (R38) Pressure Treated Taper Sawn Red Cedar Roof %7.7. .... ... ........ Shingles, (max 5 1/2" Exp.) ... 12..... .. .... ........ .... .. ........... .......... ........... ........... ........... ............ ............ .......... .......... N, 7: 304 Felt Bearing 10 (2) Lagers 5/4x 3 Lathe N`� L IMASTER BEDROOM I _R BATH Wall (Vert. t Horiz.) T 2xI0 RR, Igo oc �0 Z F go "Roxul, Sprag Foam Insulation II 1/8, —Joist', I in Rafter Space (R38) WF Sound Insolkition OC oc, ----------- ---------------------- 2x10 C.T., 14 Girder\Lj yp' E, ------------ -------------------- - So 1 311 PI wood to Lap Plywood to Lap 41 -1'--:p I.V LI 4 3 4, 13" E74 -1 q Top Wall IE Top Wall fR Walls (Typical): _Ar Walls (Typical): Red Cedar Shingles Bearing�-, Red Cedar Shungles T D F_N] DEN] Wall (V Exposure) F (9" Exposure) 304 Felt T 30# Felt 1CRAF-(I 5, FAM10 FOOMI I I _c 5/8" Plywood"Sheathing it 5/8" Plywood Sheathing L Llq-� 2x6 Studs, 10 oc 2x4"Studs, 10 OC 2" Closed Cell S� (2) 2ra, 2" Closed CeIll Spray or I. Foam Insulation (R min.) 3/4" Ilquic. Foam Insulation (R12, min.) _3/�" Plgwd, 3 1/2" F.G. Batts (RI3) Subfloar 3 1/2" F.G. EMatts (R13) +10 5Lbf loor 8" F.G. Batt4 So F.G. Batts 2H Nix j 1/21, "In j Xsts r- (R30C) LS/8" Gypsum Bd. (R30C) LS/8" Ggp5UM Bd. r V"_ I I ILI oc Tg;. +10 16 oc,oc, Tgp. Shingle Flare F Shingle Flare .7. 2xL Pressure Treated Sill, 2X4 Pressure Treated Sill, Copper Termite ie opper ermite le Closed Cell Sill Seal Sill Seal Grade Flood Zone wl .-41nsulation on Grade ICRAWLSPA=CE 1: L Freebd. (El 8) RAWL.5f-ACEI 1: 11 ;'"Box" Sill 411 1/2"AL" A.B., 32n oc 1/2-A6" A.B.. 32- oc 0 wl Square 2"x2" Washer Ion on w/ Square 2"x2" Washer L-3 L Pre–Existinj 10" P. Conc. 10" P. Conc. Found. Wall tul Found. Wall Lul (2) 45 Bars, (2) US Bars, Datuq4Bel.l Liu), 14'-4n O'j, Top ( Bot. Top ( Bot. IL L Flood Zone ==j IL -4 ` I I f 22"xIO" Cont. 22"xI0" Cont. AE (El 0 E F P. Conc. Footing L L–––––J L–––––- L–––––- L _j P. Conc. Footing w/ (3) 45 Bars w/ (3) 45 Bars SECTION A �[4H 158-011 4" DRAWING TITLE: ('A� q q SECTION ( B SECTIONS 1/4" 11-01, ---------------------------- Align —kl ---------------------------- Pressure Treated Taper ..................... ...... ... ............ wn Red ............ ........... ......... Shoot ingles, (max Cedar 1/2" Exp.) Pressure Treated Taper 304 Felt Sawn Red Cedar Roof L\ 12 Shingles, (max 5 1/2" Exp.) (2) Lagers 5/4x 3 Lathe JOB: Tj 12 304 Felt (Vert, t Horiz.) 5 1/4 2X4, C. `%`=" ' ILI oc, Tgp. ....... 5/46 Lathe .... RAIMONDI 10 2xI0 RR, Igo oc ATT1cRESIDENCE ....... Post 2xIO RR, IC oc INN, ........ Ridge ............... Spray Foam Insulation Wood Shihgle Spray Foam Insulation 2XIO C.J................ in Rafter Space (R38) 1150 MASON DRIVE Roof in Rafter Space (R38) ...... ILI oc ATTIC CUTCHOGUE. NY ............... Plywood on 8n Ice t Water Shield o "H icane" Straps ... 2xlO C.J. Attic Floor Ice Water Shield Building Perimieter ............... ... 14" oc 9 Building Perimeter TOWN OF SOUTHOLD - -––––––––––––––––—–––––– –––––– –––– on 11 Rafters Tgp.) SCTM# 1000-104-1-4 —10" F.G. Bata 1/2 Round 1/2 Round R38c, Tgp. Alum. Gutter Alum. Gutter ARCHITECT: Lit Ln AIf–on –0go "Hurricane" Straps1131-0" n 4" . 41, 191 go 11 Rafters (Tgp.) 6 6 9 L on A, FREDERICK R. WEBER 41 EAST MAPLE ROAD � BEDROOM72FL] A L 5E 84 D 3 T MASTER BEDROOM GREENLAWN. NY 11140 E T I 52 NOYAC PATH zo 3/4Plgwd. WATER MILL. NY 1191t. " i PII Subtloor go "Roxul" 11 1/8" I–Joys –5555 1/2" "In Joisis Bound 17111. TEL 1.31 154 Ig" oc, Tgp. 11 1/8" LVL F.0.4 14' oc 12' oc, T f oieberarchitectsgahoo.com ..................................................................... L C.K p. "31 Ceiling Under PI to Lap Top Wall IE L Master Bedroom, 11 118n LV "Quiet Rock' (2 ft Walls (Tgpical)- V2, X -On 5/8" Ggp. Bd. go IT' ZC)l Steel Pl. Baring Red Cedar Shungles Wall __ (All Other Walls/ (V Exposure) W IKITCHFN] Ceiling: 5/8" GWB) 304 Felt 7, ez= 1, SUN PO CH I 5/8" Plywood Sheathing 4" -01, LK IFAMILY P, 2x6 Studs, 16" oc SUN PORCH] IDINING ROOM ILIVING Oom IFRONT PORCH ' == 2" Closed CeIll Spray Island Foam Insulation (R12, min.) 7op cf Subfl. 3/4u Plgwd. To) of Subfl. -3/1" PIgwd. El. +10-11 1/2"1 Subfloor Bluestone EL �0-11 1/2 F *./ 3 1/2" F.G. Biatts (RI3) gubrlo or 8" F.G. Ba 8" F.G. Batts 5/8" Gypsum Bd. 1/2" "1" Joists (R30C 14 oc Tgp. .6 TOC)j -�L HO-a I I , `1 1 1 Ul Ej +10.0 16" oc, Tgp. L—L / . ttl Patio op cf Found. To3 of Found. ==�a -——_V_�- -- - I F9 112N,*I" Jofsl�' r Shingle Flare ------ -------------------------------- ------I ---------------- 2x6 Pressure Treated Srll, REV.: T No er Termite Shield t Sill Seal N, 2" Closed Cell 2" Rll'qld Grade J i\-Reinf. P. Conc. Flood Zone wl 2" Close ----- Flood Zone wl Insulation on DATE: SEPT L. 201L CRAWLSPACE1 Insulation on r CR WL FACEI Lit Insul.,:-;RIO Stab Freebd. (El Freebd. (El 8)__� 'Box Sill" 4" Stone t 4" Stone Ledge "Box" Sill _T!��of_ 50-0-f _bTab_0'+7-1+'_' 1/2"A6" A.B., 32" oc SCALE: wl Square 2"x2' Washer P. Conc- ...... 101, P. Conc. ...... 10, I I : I I In P. Conc. Slab L---I Foundation Walls w/ 0XV, 10/10 Found. Wall wl JOB NO: w201208 C4 C14 .4_10n P. Conc. Found. Pre-Existia WWF Reinf. (Tgp.) (2) #5 Bars, Pre-Existinj. 2" P. Conc. Slab� _13't-Flo—or Wall ILI Wide Stem Top ( Bot. I 1011 11 Datum El +1.1, 11 Datum El +1. Wall w/ (2) 45 Bars 10 120"x10" Cont. DRAWING NO. W9 -4- Top t Bot. 1.!.7 P. Conc. Footing i. • • r_1 r-j Flood Zone w/ (3) 45 Bars Flood Zone L -1 AE (El 9) AE (El 4) i i 22"xI0" Cont. P. Conc. Footing `-----J w/ (3) #5 Bars 011 SECTION (CC" - 1 21 *), 61 7 1/4 = 1'-O" '-0 SECTION D OF Al FINISH SCHEDULE SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT REMARKS FREDERICK ^ ROBERT y ,a � v QO •� o � � u Q 4 Q N Q A s F- S e ,o Q z -e c WEBER W ¢ z ¢ O O I— 4 �_ p z i ci Mm ,U 07 cA LLI -� O O w O ¢ p z O m � m om ¢ U - LU w m U a w v7 O O z W W lY o tK o Q ¢ r m w 01) a w m U z U c� U a � o nA z U u, ARCHITECT I ", to O oo v- H U x Z U in !4- 05 v z ¢ ¢ w o ¢ : ' x c+) F- ro O o- U — t7 CL > z no oc �— F- cn to U l7 m — — i= z �r FOYER (Coats) 0 B L 1 0 0 0 1 1 ® Varies Wall Paneling to 3'-2' Hgt on 2nd FI POWDER ROOM Q ® ® 0 0 ® 0 10'-0" Horiz. Bds. to 3'-2" Hgt LIVING ROOM © ® ® 0 0 ® 0 10'-O" Wall Paneling (3'-2" Hg0 DINING ROOM 0 ® ® Q 0 10 10'-O" Wall Paneling (3'-2' Hg0 0 KITCHEN 0 ® ® 1 0 © ® 0 0 10'-0" Beam Ceding BREAKFAST 0 ® Q 0 001 ® ® Ip'-p" Beam Ceiling FAMILY ROOM 0 0 © ® 1 1 0 01 10,-0- g " Beam Ceiling ~ CRAFT AREA 0 0 0 ® 0 © 101 0 10'-O" Wainscoting (3'-2" Hg0 F-' I to DEN ® 0 ® ® 0 ® ® 10-O" Honz. Bds. to 3'-2" Hgt 3/4' 2 1/2" JI 2 I/2" PANTRY 0 ® 1 0 ® 0 0 10'-0" LAUNDRY 01 1 ® .01 ® 1 01 10'-0" 3 1/2" MUDROOM 0 Q ® 0 © 1 0 Q 10'-0" Vert. Bd. 5'-V Hgt BATH 1 0 ® 0 ® 0 el ® 10'-0" Wainscoting (3'-2" Hg0 Q MECHANICAL 0 ® 00 0 10'-0" 5/8" TYpe "X" GUEST BEDROOM 0 ® ® ® 0 10'-0" v ` GUEST HALL/ CL. 0 ® ® 0 0 10'-0" W GUEST BATH 0 01 1 ® ® 1 0 0 0 0 io,-o-,l Wainscoting (3'-2" Hgt) HALL Q 0 Q 10 ® -0" BEAM/ -4" CROWN OFFICE ® ® 0 0 ® ® ® ® 0'60" vert. Bd., FullHgt 5 1/2" CROWN w/ FRIEZE BD 4" CROWN SUN PORCH OPEN PORCH 01 . Q ® 0 IO'-O"j FULL SIZE FULL SIZE FULL SIZE FRONT PORCH 1 10 ® ® 1 1 0 0 10'-0" 0 MAIN STAIR 1 ® 0 0 0 ® 1 0 Varies Wall Paneling to 3'-2' Hgt on 2nd FI REAR STAIR ® lei 1 0 00 Varies Wainscoting 3'-2" Above Treads H� UPPER FOYER 0 0 ® 0 0 0 ® 8-O" Wall Paneling to V-2' Hgt on 2nd FI MASTER BEDROOM ® 01 0 0 Q 10'-O" Tray Ceiling MBR HALL/ CL. 0 0 01 1 0 ® 8'-0" QMBR WIC 0 ® 0 0 ® 8'-0" CAP MASTER BATH 01 0 Q 0 0 0 1018'-0" Wainscoting (4' Hgt) MOULDING LL- UPPER HALL/ LINEN 0 101 Q 0 0 ® ® 8'-0" Wall Paneling to 3'-2' Hgt on 2nd FI Q BEDROOM I/ CL. 0 0 ® 0 8'-0" DRAWING TITLE: (Y BEDROOM 2/ CL. ® 0 © 0 ® 8'-0" — BATH 2 0 ® 0 0 0 0 Q ® 8'-p" Wainscoting (4' Hgt) covE FINISH SCHEDULE LAUNDRY 0 0 C, 0 0 8'-0" TRIM BEDROOM 3/ CL. 0 0 ® 0 0 8'-O" CAP CAP CAP BEDROOM 4/ CL ® 0 ® 0 0 8'-0" MOULDING MOULDING MOULDING 3/4" 'f 2" BATH 3 0 0 Q ® 00 ® Q 8'-0" Wainscoting (4' Hgt) q2#'HEIGHT SITTING ROOM 0 0 0 ® ® 10'-O" Vert. Bd., Full Hgt, Trag Cig. (TYPI AL FACE OF MBR DECK 0 Q 0 ® COVE WALL > COVE COVE JOB: W N � - RAIMONDI WINE N RESIDENCE LU 1150 MASON DRIVE „ 1x6 HORIZ. „ Ix6 T(G 1150 MOON NY U 5/8 WAINSCOTING 5/8 SHIPLAP 5/8 V-GROOVE 2 1/2" GWB GWB W/ NICKEL GLU13 VERTICAL STILES 8 JOINT BD. (OPTION RAILS W/ BEAD) TOWN OF SOUTHOLD SCTM# 1000-104-1-L ARCHITECT: GYP. BD. = FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 52 NOYAC PATH VENEER WATER MILL" NY 11914 BACK PLYWOOD NOTE: 3/4"' TEL 431 154-5555 BAND ALL ELECTRICAL RECEPTACLES TO BE INST LLED fweberarchitectagahoo.com HORIZONTALLY IN BASE 3/4x5/8 SEAL: m MOULDING (UNLESS OTHERWISE NNOSE I NOTED) COVE r tr PANEL MOLDING 00 J BACK 4" SQUARE EDG IN, 1/8 I/ BASE UNDER RECEPTACLE OVERBAND SHOWER CURB, 2]3/4" 3/fj 15 1/2" 2 4" 2 B j" Ix8 Ix8 /4x8 5/4x8 2 3/4„ x 4 12 W. CABINETS. ETC. \ BASE BASE BASE BASE (TYPICA ) / V WINDOWWINDOW/DOOR BEAM–TYR . �—�-3,� ��D - 3 I O CASING— TYP. Half Full Size Half Full Size REV.: SHOE DATE: SEPT L. 2014 MOULD SCALE: 1/4” = I'-O" = SHOE ICUL D JOB NO: w201208 :r SHOE SHOE SHOE SHOE = M Note: N \ Where Window Sdis \ DRAWING NO. Occur Directly rb!D 1/2" 1/8" I/8" I/ ��Above Countertops, i�Eliminate Casing and BASE (Typical) BASE (Typical) Extend Backspplash to 1/4" WIDTH AS REQUIREDI/`�Underside of Sill FULL SIZE FULL SIZE WINDOW SILL— WINDOW 3/4 CASINGS HORIZ. VERTICAL SILL MULTIPLE UNITS PANELING NCS W�INSCOTINWAINSCOTINGBOARDS BOARDS ELEVATION N of A9 Half Full Size Half Full Size Half Full Size Half Full Size Half Full Size Half Full Size SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE e EACH RAFTER FREDERICK � � Joint Description Nail Sivas Nail Spaidng ROBERT ICE SHIELD UNDERLAYMENT WEBER REQUIRED - 24" FROM EDGE FRAMING HURRICANE CLIP Rafter to Top Plate(roe-nailed) 3-8d per rafter \ Q,, TYPICAL. Ceiling Joist to Top Plate(Toe-nalied) 3-8d per•jold ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3-18d each lap ALTERNATE POSITION OF ` �� Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap HURRICANE CLIP USE �� Collar Tie toRafter(Faoe-Walled) 2-8d per tie SIMPSON H3 \ x Bloddng to Rafter(To"alled) 2-8d each and 0 Rim Board to Rafter(End-nailed) 2-16d each end WALL FRAMING J Top Plata to Top Plata(Face-nailed) 2-16d ' per foot Top Plates at Intersections(Face-nailed) 4-16d Jolnh"ach;side SIMPSON H2 HURRICANEStud to Stud(Face-nailed) MST3l METAL STRAP 2-16d 24"o.c. CLIP NAILED. FROM PROVIDE 8d COMMON 8 ALL JACK POSTS Header to Header(Face-nailed) 16d 16"o.c.along edges RAFTER TO STUD. - NAILS 8 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 sbud r 5 - 8d NAILS EACH END SHEATHING. 2-16d per 2x6 stud w SHEATHING TO LAP TOP 2-16d per 2x8 stud T ` WALL PLATESlt v APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Bandjotst,Endjoist or Bloddng(Face-nailed) 2-16d 1 '2 per foot EXTEND TO TOP OF TOP PLATE 4 - 8d NAILS FLOOR FRAMING MST31 METAL STRAP LILOOR _ TYPICAL W e JACK POST = Joist to Sill,Top Plate or Girder(Toe-nalled) 4-8d per joist ^ MST2'1 8 STUDS Bridging to Joist(roe-nailed) 2 2-8d each end w/ 4 - 8d NAILS 848" O.C. _ Blocidng to Joist(Toe-nailed) 2-8d each eruct I—•� EACH END - TYP. SIMPSON MST21 Bloddng to Sill or Top Plate(Toe-nailed) 3-16d each block 1 I/2" WIDE - 12 GAGE Ledger Strip to Beam(Face-called) 3-16d each JoletMETAL STRAP 832" OC. Joist on Ledger to Beam(Toe-nailed) 3-8d perjoist JOIST MAXIMUM. Band Joist to Joist(End-nailed) 3-16d per joist Band Joist to Sill or Top Plate(Toe-Walled) 2-16d ' per foot r'1> DOUBLE TOPS' PLYWOOD SHEATHING = = ROOF SHEATHING''' PLATE TO OVER LAP BOX - HEADER - 2 x 6 816" O.C. BEAM - TOP + BOTTOM. Structural Panels 8d 4"o.&perimeter zone ~� STUDS = _ SIMPSON MTSA 18-Z W/ other 6"o.c.edges of Q (6) 8d NAILS TDP ! panel, 12"o.c.Iinterlor BOTTOM 8 32" O.C. agonal Board Sheathing of panel 1"x6"or1"x8" 2-8d SECTION ELEVATION ppat 1"x 10"or wider 3-8d �� Q CEILING SHEATHING Gypsum Wallboard WALL 7"edge/10"field ~� SIMPSON MTSA 18-Z W/ __ WALL SHEATHING �(6) 8d NAILS TOP BOTTOM 8 32" O.C. - - Structural Panels 8d (see table 3.9) SIMPSON LTP4-Z W/ - SIMPSON LTP4-Z W/ Fiberboard Panels (6) 8d NAILS TOP t - _ (6) 8d NAILS TOP ! /16" 6d 3"edge/6"field BOTTOM 8 32" O.C. FLOOR JOIST BOTTOM 8 32" O.C. 25/32" 8d 3"edge/6-Fetid NAIL SHEATHING TO SILL PLATE ____ ___ __ _ _ TOP OF FOUNDATION e 8d NAILS 4 O.C. w_: :---=-- Gypsum Wallboard 5d r edge/10"field DRAWING TITLE: _ (SHEATHING TO LAP SILL PLATE) Hardboard tt EB R .. .:..r. ` - 2 5 R A � � table 3.9) see - 'r•- - - - - Particleboard b Panel s 8d (we table 3.9) CODE DETAILS S(2) 2 6 SILL PLATES COPPER TERMITE SHIELD al Board Sheathing4Tw/ ILL SEAL (T P. _ A QTRE. 1"x6"or1"x8 8d support _ - 1 x 10" or wider - 3- '�;: support EE FOUNDATION DWG. ••- - P� PPo S N N .. . .'. . .: R • .-• ^; ••3'. FOR DESIGN/REINFORCING - - FLOOR SHEATHING ;:.:. .. x `•�i Structural Parcels 5/8" x IV A.B. 832" OC. 1"or less 8d 6"edge/12"ifieid wl 2"x2" EALVOR IWE greater than 1" 10d 6"edge/6-ti (HOTPD � JOB: STAINLESS STEEL) HOLD DOWN + SHEAR CONNECTION CRITICAL PATH Diagonal Board Sheathing ISOLATE WASHER FROM 1"x6"or1"x8" 2-8d per support R,4IMONDI SILL FELT STRIP 1"x10"orwider 3-8d par support RESIDENCE 1 Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge.If wall sheathing is nailed 1150 MASON DRIVE 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall CUTCHOGUE, NY Rod Rod be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. 2Wlcen wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD be reduced to 1 -16d nail per foot. SCTM# 1000-104-1-4 ARCHITECT: FREDERICK R. WEBER • 41 EAST MAPLE ROAD GREENLAWN, NY 11140 DESIGN CRITERIA: WATER MILL,PATH GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 631 154-5555 1 1/4" x 20 GA.. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" fwebererchitectsyahoo.com w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY PR IDE 8d COMMON NAILS e 4' C. EACH END 816'" D.C. EACH END 816" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL: AT H H PRESSURE ZONE - 0 C. WIND SPEED - 120 MPH i AT ALL THEIR P RTIONS 0 ROOF >*.�. •A, : . TYPICAL. 1 1/4 x 20 GA. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAWMENT REQUIRED - YES w/ 5-8d COMMON NAILS TO w/ 5-8d COMMON NAILS IN : FDN. 910 O.C. EACH END 816" O.C.Rs*W Ridge DESIGN CRITERIA: R� ' DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS IWOOD FRAME HIGH PRESSURE IS WITHIN ;" •• '• CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. 4' OF RIDGE, HIP, VALLEY OR ROOF EDGE I ________________________________________________i 2'-0" MAX. K WINDOWS - GLAZED OPENING ------------- I 1 REV.: 21 -0 MAX. DATE: SEPT 6 201L ♦ 1 I i"5 3,,.�erFF ♦,♦ ; I nnF;`T� .,Jaxa 2 - 8d COMMON NAILS TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTIONFOR WIND-BORNE SCALE: 1/4" ,, = I'-O" f' r PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM ' 1 z �x ; ? E 1996 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF [IMPACT JOB NO: w201208 s T^ RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/14" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED ASS OPENING PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWIS, 16" OC yDRAWING NO. 13 ni ` ' FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN C AND 8' 'V GARAGE DOORS TO BE RATED FOR 120 MPH WIND LOAD. Q O COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR OF A9 FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BFREDERICKETTER ROBERT 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. WEBER 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 5'-0" 9'-0" 3'-0" 4. ALL HEADERS 6'-0' AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0' AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-24 IN 4" WALL t 3-2x8 IN L" WALL OR AS SHOWN ON DRAWINGS. 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0' O.C. ARCHITECT PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. L. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. C 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY 'SIMPSON' OR APPROVED EQUAL. Al 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVIE 5-IOD NAILS AT SILL ____________ (3) 9 J/2_" LVL B (3) 9 I%2" LVL B AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. -------------- Alr-----------------i----------------� Al j -r I I _ I 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND LD s 12' O.C. INTERMEDIATE. LU Q i Q i i i i i IN . i Il. ALL APPROVED EQUAL LL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" I �I I t I u I I t 12. ALL PRE-ENGINEERED LUMBER SHALL BE 'TRUSS JOIST' TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, I D I I I I I I I GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS I I I I I I I I SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BIE REQUIRED AT FLOOR I L' 14' 10, i L" I I PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. W I I I 1 r----------------- 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2' DIA, GALV. MACHINE BOLTS s 24" O.C. Pitched I Flat Ceding al 12'-0" Flat I Pitched I v 2x10 R.R., 1L" oc j 2x10 R.R., IL" oc j 2xl R.R., 16" oc j 2x10 R.R., 1 oc / 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. (3) 11 1/8" LVL. (3) 11 1/8" LVL I 1 2x10 C.J.t I6" oc t j ... 2xI0 C.J f 16" oc -----------------:----------------- --------------- --------� 1 i I 01 I PROVIDE "SIMPSON" PHOS-Z HOLD-DOWN FROM STUD WALL/WALL PL. w I I -- ------_ _----_--_-- _--_--- -- _--_--- __� I I I / I TO FOUNDATION WALL 1 � 1 /-- ------ -- - - - - -- --- ----- - -- -- -\ (3) 2x6 Post, Strap � \ j 1 j i - I 0 PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL I °D I / to Hdr. Above t Anchor t. to Slab Below, Encase - >I / s ;'I, LL oK . :o in Square Tappered oZ • \ _ - _° U , , PVC Trim (12" to l") �j \ _ j j % M WINDOW SCHEDULE rn / ao 0o ao -------ax nN \ II] (3) 9 1/2" LVL (3) 9:1 LVL \ �'� I -1 O _ Area Ll t'� (2) 9 1/2 LV I .................... , ' 1 �0 \..aa.. -I......................... X Unit Model # R.O. Egres .........................................t. /...... —.�.— I.......................... /.1............. .. ......... ,�.............................. Op,ng -- - ......\..... I.................... > \\ 1 v i a/ I (2) 9 I/2 L ��i1 1 1-1 ® CUDH-NG3028 3'-0 1/4"x 5'-4" Yes I I: III iv I'I cv \ I I , / I C/ II: I.I � VIII � I \ I /-- _-- I I I I III I•I-- -- - �� L I o t © CUDH-NG2L28 2'-8 1/4"x P-4" No Q I I � I I II: II ^ NI•I n 1 � c� I = I Bearing tWall (2) 9 I/2"— L t © CUDH-NG2428 2'-6 1/4"x 5'-4" No .. ..... I]L........ . . ........... --- . . . .. .. .. .. .. .. .... . �I �� I ....................... . .... .............. ........ .... ---- I " I QD CUDH-NG3022 3'-O 1/4"x 4'-4" No 2 E on Ro O I ° ° > rl -, II 1>8"I IJI 3LO, IL" O.C. l01•Ierlay Pitch) � o i E CUDH-NG2418 2'-L I/4"x 3'-8" No > � Ridge - I 110 11 o - I i- Iiii i---------� ------- - i i O CUDHP-NGLOL2 5'-2 1/4"x P-4 1/8' No = I O i O I Cr I 12'-10" I I U pi t i i Co =° , r+ L_ - I I o O i Q CFELP2434 2'-1" x 3'-I" No orlboveI I - -- Line of Wall Above-- 1 - X ---- Line of I _____ __ L -� _� .. . J_ ----- --- ----- ---- --, - ------------- -- ------- -- ----- ---- --- I r---� --� I .. ................................F.. ........... . :................ . ....................................... ...----- ----- _ _�T-- FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER FREDERICK OBERT 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. ROBERT 3. ALL SUSFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. A 4. ALL HEADERS C-0' AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0' AND OVER WITH TRIPLE UPRIGHTS. Al ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL E 3-2x8 IN V WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED, 9 8'-0' O.C. ARCHITECT PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. L. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. C 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. Al B B 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. '4l Al 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND LD 9 12' O.C. INTERMEDIATE. ------ ' '------- I1--- --- I '- I I I -J 1 I 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" LJ LJ LJ LJ OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE ■TRUSS JOIST■ TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR r Roof Roof PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS, w r, , r, F 7 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2' DIA, GALV. MACHINE BOLTS 5 24" Q.C. I I L _ T I i I i I I i ----------------� i 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. v I i 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81 . II II II I � I rn 1 I - 7 I I I I PROVIDE "SIMPSON" PHDS-Z HOLD-DOWN FROM STUD WALL/WALL PL. w II ____ __________________�_---______-----____-----___ -r II I 0 1 F T- ----- I TO FOUNDATION WALL IIIF L----------------------------'—'-----------------------------L II rn II II I I I I Q PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL I� Front Porch Roof LJ II WINDOW SCHEDULE v1 I I I I I I I I I I I Roof I I i t I I I I Unit Model # R.O. Area E ress ..L_--Bearing-Weill-B.elow. . ................................. ._. .... .................................... ..... .. ..............1 1 ,----------J L ----� Opng ...................... C -------- — I I I r----------- ———, I I I I I I I I I 1 " 1_ 11 Knee all ® CUDH-NG3028 3 -0 1/4 x 5 4 Yes Over F I v 1 1 I I I i t I j © CUDH-NG2628 2'-8 1/4'x 5'-4" No Q I I I [X I I I I I I I I I Pos Below j 2x10 R.R.. 16" oc j 2xIO IR R., I6" oc I ffoost Ileel9 Bearing Wa I Below i i i i © CUDH-NG2428 2'-6 1/4"x 5'-4" No I fo ey ,;I r�----- r-----� --- -� r--- �\ =IIt /� ' I -----------7 I O CUDH-NG3022 3'-0 1/4"x 4'-4" No O 2x10 C.J., 16" oc Ij 2x10 C.J., 16" oc U I II a (�I for Vey Below ° I I O CUDH-NG2418 2'-6 1/4"x 3'-8" No U I I I I 1 III — ' I / o LJ H bo 1 °4 �� 3 °D ,' O CUDHP-NG6062 P-2 1/4"x P-4 1/8" No tLr ICC / — r, I I IY 1 1 I o 3J I 111 a` E I ' ° O CFELP2439 2'-1" x 3'-1" NoQ4 I ► tY Bearing W�6 _ `� ail II u a I , Bearing Wall :n OC rt --- I ,?................................................. II.............� . .................................I. ................... . ......,o........ . — --------- f l ——— N r——— 1 — I ................ . .................................... ———————— ——— 1 n 1 �, --- .cp..............................................1' 1 ---- - ----- x -, ---, I HO CUDHT-NG3010* 3 -0 1/4"x 1 -L 3/16 No x I I ry I < 2x10 R.R., 16 oc ___ 2x1 R.R., 16 oc I I O `�v� I I I v I I I I I O Not in Use I I x I � �s x I I I Roof I I ri I I \ Post I I i � '/ I (g) CUDHT-NG24I0* 2'-6 1/4"x I'-L 3/16" No DRAWING TITLE: I I I Ridge t 1 \/0 en to 'i' Below -- - -- I-, ------------------- Q3 t l I JI O CUDHP-NG6862 5'-10 1/4"x 5'-4 1/ No -____-- -- ---_____J ROOF FRAMING ----- --- r----------- -------- � (2ND FLOOR) '4x6 C -NG6410 - 4x -636No (K j PostC: I ! I I I t CUDHP-NG48L2 4'-2 1/4"x 5'-4 1/8" No I 1 o ICIA I z. CUDHT-NG4410* 4'-2 1/4"x I'-L 3/11" No I --Ridge (2) Ridge1/8" LV Ridge I I I Ridge (2J i II 1/8" LV . Ridge C14 = I U T L——__J i CUDH-NG2422 2'-6 I/4"x 41_411 No Post ost O —I' cr I Post :' I '•,� '•, O p Ridge ---- Ridge Ridge :;.'.•' I ��•. q I I JOB: X I X p L J Model Numbers Refer to "Marvin", Clad, Next Gerneration 2x E ori'•. •. RAIMONDI I I 1 2x10 1e on Roof for OverlaiJ 1 I m Roof for Double-Hung, Low-E II w/Argon Glass N I - . ................................. . ,.,.............................. .................... _� -___ RESIDENCE ----- ------ ----- Tr..-- .............................. ------------- ---------- ----- ........ . ............... I I �. �. . ................................ . 1 I ....................... ...�. . .. ::�, .� Nriag �\. I * Custom Size --T�r�--- --------- 1 = 1 1 ,, I I ,/ ••' / -- 1150 MASON DRIVE ........ ' ` ................... _ CUTCHOGUE. NY J \0 \ TOWN OF SOUTHOLD o I o 0 0 I I I SCTM# 1000-104-1-L I / _ \ n X n 2xIb R.R., 16" oc I 2x10 .R., 611 oc ��'.• I DOOR S C H E D U L E CIA1I ;.�.:.,....... I •. LJ I ' I - -'-4-13r9 1/2" L L w/*1b 1/4"x9" Stl. I _ (3r Ct T/2N_LVL wl/42) 1/4"x9" Stl. E � / 2xIO C.J. 16 oc --- -------=�;. ARCHITECT: (2)/9 1/2" LVL dr. BearingWall ( 1/2" LVL�k�d -t, —• —•—•— — — — — —•—•r ` I Unit Model Width t Height • �L... ....°... ... ... ... ... ... ... ... .. _._._._--.—.—.J................................L.. .. 9 ................. --_-- I.. ----- 1................... '-:.-:.-:. _............................ ................................... . .....i.............. .........................................................O, . ----i / Be Front Door, Transom Sidelites (2) I'2'x 6'-8■ Door) FREDERICK R. WEBER Bearing Whll (Beam Below) I I 1 " "- 3-D x L-8 \_-_ 1 O ( Simpson or Upstate Door Custom) 'S.L.) 41 EAST MAPLE ROAD r ___--____ R 1 / I I -, GREENLAWN. NY 11140 r 1 ------- a-s-- U I I/ I I I <� O "Marvin" CUIFD5468 XXL 5'-5 5/8"x 6'-IIO 1/2' I -------- - - I m i ► I I Clad Ultimate Inswing French Door (R.O.) 52 NOYAC PATH "Marvin" CUIFDS468 XXR 5'-5 5/8"x 6'-IIO I/2' WATER MILL. NY 1191L L-7 7 I I > 1 I I 3 Clad Ultimate Inswing French Door (R.O.) -_-_ TEL L31 154-5555 i // v ao ® fweberarchitectsyahoo.com O lx i \` I \ / \ I _ / I m I in I _ I "Marvin" �� i E.. I I �, I Q, = I Q,I 'i I 5 Marvin CUIFD28LB XR T-10 1/16 x SEAL: �--- -- / 4 S / 1 i I - I I I I Clad Ultimate Inswing French Door L-10 1/2 IR.O.) /op 1— N I i I op I ' t to / � I °' I �- )I I O (v2 pslass-To Panel-Bot.) 1 ■ " \ ` I `1' �'/ ��\ I I I U 2x10 R.R., 16" oc 1 2x10 R.R., 16" oc U I 1 6 G p 2-8 x 6-8 ([boa) \O yip 2xP0 C.d. ifs oc ��' I -1---- - - - ------------- - - ------, � I� I ,1 �I A I 1 IlSimpson", 2'-8"x L'-8" (Door) D = I I g '� I J Z2�3x10 Xdr. 71�n., fiyp� Z2) 2xfD I-Tdr.Tin., TypJ 1 I o 2x10 C.Ji, 16 oc o I 1 O (Solid, (2) Panel Door)AI > t I 2x10 R.R., IV oc \ /�%' 2x10 R.R., I6" c I L I I I I 7431 I "Marvin" CUIFDT2816 2'-10 1/16' x \, iw I I I J I I I rnl I I ® Clad Ultimate Inswing French Door Transom 1'-6 1/2" (R.O.)) � \ I I I I "Marvin" 1 p 1 r " r, I Marvin CUIFDT5416 5-5 5/8 x 1-6; 1/2 ��•• j o �\ i �/� I __J _ Clad Ultimate Inswing French Door Transom (R.O.) I� Q 7------ — ---- 1 r---- -- -------- Z/ -- \,a ---------- Verify Operation of all Doors /----0 ---- c / REV.: � ' DATE: SEPT L. 201L SCALE: 1/4" a I'-O" -----------------' (3) 9 1/2" LVL Hdr. JOB NO: iu201208 C FRAMING DRAWING NO. Al ( 2 D FLOOR PLAN ) NORTH All Headers Not Labeled to be a Minimum of (2) 2x10. 4 OF 52 INCA NOTES : ELECTRICAL NOTES: FREDERICK I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE SNCL G WALLS. I- RECEPTACLES it SWITCHES TO BROBERT E "DECORA" (LEVITON), WHITE. WEBER 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROM ATED BRASS. 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREV SWEATING. 3- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. 'f- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND VELS. -4- ALARM CONTRACTOR SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT, CO AND LOW TEMPERATURE 5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN CRAWL SPACE. DETECTORS PER CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. PROVIDE CENTRAL STATION MONITORING. 6- ALL SINKS ARE TO BE UNDERMOUNT . 5- AUDIO/VISUAL CONTRACTOR SHALL INSTALL AND WIRE ALL TELEPHONE JACKS, TV CABLE OUTLETS, AND INDOOR/ ARCHITECT I- PLUMBER TO PROVIDE "T" CONNECTION IN MECHANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/ OUTDOOR SPEAKER CONNECTIONS. ALL SPEAKER WIRES TO BE "HOMERUNS". (OWNER TO PROVIDE SPEAKERS). IRRIGATION CONTRACTOR. 6- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE_ 8- PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR BOILER, RANGE it GRILL. -I- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. ---------------r--------------- r----------- ------------------- I I I ELECTRICAL FIXTURES : I I I I , I t 1 I 1 I I OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): t I I I I 1 I I I- CHANDELIERS (DINING, FOYER, ETC.) 1 I I I I 2- KITCHEN PENDANT Hose Bib I I I I , I 1 3- BATHROOM WALL SCONCES W I I , I , ------------------, Hose 4- SURFACE MOUNTED PORCH CEILING FIXTURES 1 Bib 5- ALL DECORATIVE EXTERIOR FIXTURES 1 j 1 j 6- PATH AND POST LIGHTS (120V, Line Voltage) I 1 1 7- PADDLE FANS AC #1B ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTIURES: w --- -----------=----------- -----------=---------- --- I t �V !--- -----------=----------- ----------------------- --- ---1 I I Amo 1 I- ALL PORCELAIN FIXTURES 1 I / P 1 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"), 4"0 HOUSING t TRIM (White) Q I I I Electric , / I / Panel AC #2 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. 1 1 / Surface Surface I _P------ `" 1 '4- UNDERCABINET KITCHEN FIXTURES -,To I I I � I I ' I 1 �hw.P. 1 LL IA 0 (� L----- APPLIANCES : ` ...................I.. ..0... ............./...... \......,...... ....................I..................... ... . .3...... GIF t ------- a.................................1.................... ..r..,............. .. ......... ........ . OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR AC #IA I `.� i / 3 4 I I: D I / 1 I- RANGE: 36" WIDE, (6) BURNER, DUAL FUEL, BURNERS- PROPANE, OVEN- 30 AMP ELECTRIC n fl Surfacer +__— i is 1 i i i------ -�� i // •'• •� 2- MICROWAVE: DEDICATED/GROUNDED 15 AMP RECEPTACLE all, ITV �, 3- REFRIGERATOR: "SUBZERO", 'f8", DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) � � • ,5- UNDERCABINET WINE REFRIGERATOR: 24" WIDE `� 1 -'-'------- - -- . .- ---- --- - UNDERCABINET REFRIGERATOR: 2'4" WIDE 1 - KITCHEN HOOD: CT EXTERNAL BLOWER, 900 CFM GFI F �� I - WASHER: QTY. (2), FRONT LOAD urfa \ 1 \ I I I - DRYER: QTY. (2), ELECTRIC DRYER I I � II S I Surface I I Surface oO. . . . ..................... To 2nd - - 11 r--- I Igor o 2nd I I I I I 10 0 Chand ier I I..... ... ......................................... ................. t ........... ...................... . : . ...----- ----- I..... . ............................................. .............. I I II I --ll I 1 1 I JS I I I , ' 1 j Surface Surfac IOL Surface I I i 11C alu 1 ——— — I I 1 DRAWING TITLE: t7 , JS I F-�-- L----------- ---------- -------- I Lk—\\L J I --- - o� 3 # ----- ELECTRICAL ----------�---�.---- � •.•''• - 1 I ►�� , ----- IST FLOOR D D IB •' r -----� '---�Ss1=L_-�! a �- GFI- -- F1 �D r---------- ---------- Ref/F LL ELECTRICAL SYMBOLS SYMBOL DESCRIPTION 1 1 I DUPLEX RECEPTACLE 4............... .................................. ...................... .............I.I............ ..... ................ I .. ......................... --- --------------===•------------ - -- I 1 0 l DUP.REC.-WATERPROOF JOB 1 --- ---------------=-------------- --- JOB: Chan her i i I , , iDW I 0GFI DUP.REC.-GROUND FAULT - 1 Sink DW'• LL -t --- ® DUP.REC.-FLOOR RAIMONDI �.I........ ° Sink DUP.REC.-(I)SWITCH OPER. RESIDENCE 1 1 t j Pe dantNY - Pendant Pendant I i Cp SPECIAL OUTLET 11150CUTM O ON DRIVE ------------ Ll D_ ------- D� �`� O SURFACE MTD.-CLG. TOWN OF SOIJTHOLD t t ��,y•• I I `� Op SURFACE MTD.-CLG. (Porcelain) SCTM# 1000-104-1-L I I i I I I RECESSED-CLG. -----------=----------- ARCHITECT Hose ............................... ......... ........................... ........ .... ----------------------- _ -.-------------.----.=----------T L- -\-......��M�'e - -- Bib : .............................................. .ra...................... ................. _ ...--_•-•-__•_•_•_•_•-•_ _--------=...;�:_:::_:_:__._.f --- -- C DUP. FLOOD I FO WALL MOUNTED 1 FREDERICK R. WEBER .... 1 T 1 41 EAST MAPLE ROAD 4)0TV 1 I O� HIGH INTENSITY, SWIZEL, RECESSED GREENLAWN, NY 11140 � I D CLOSET LIGHT 52 NOYAC PATH s0 SHOWER LIGHT (Wet Location) WATER MILL, NY 11911. UNDERCAB. FIXTURE / ----- --_-__ ------ --------- -_-_-�, -- TEL L31 154-5555 ----------------- i�i� DOORBELL/CHIME fweberarchitect9gahoo.com F❑ EXHAUST FAN TV SEAL KP Hose PADDLE FAN , Hose '� / ® Bib ° c I I / --------------- -------- - ------------=---------- ------- PADDLE FAN / LIGHT XV �. ................. ............�... F ATTIC FAN 4& rsP SPEAKER / 4 ---0------------ ---------- ---- D TELEPHONE ---- ---------------------- O CABLE VISION COMPUTER (Cable t Phone) 0 LIGHT W/ HEAT/FAN/NIGHT LIGHT THERMOSTAT REV.: DATE: SEPT L. 201L FAN/LIGHT ---------- SMOKE DETECTOR SCALE: 1/4" - 1'-0" Dco CARBON MONOXIDE DETECTOR JOB NO: w201208 SWITCH 3 SWITCH 3-WAY DRAWING NO. ELEC I $ 4 SWITCH 4-WAY NORTH 40 SWITCH W/ DIMMER lLOOR PLAN_ $ w SWITCH WATERPROOF JS JAMB SWITCH ® KEY PAD EX EXISTING OF E2 FREDERICK ROBERT WEBER ARCHITECT W W H W ... ..................................... ......................... ............... w ... ......................................... ................................... ..... ..... .................................... ......................................... H To Ist Floor i ` To Ist To Ist I �i Floor 00 El Chand Iter ' i ................ ............. ......................................... . ................. ................ ..� -- --- -- -- I El O I I I DRAWING TITLE: ELECTRICAL 2ND FLOOR I I i I i ELECTRICAL SYMBOLS SYMBOL DESCRIPTION DUPLEX RECEPTACLE `N'GFI I �� j W.P. DUP.REC.-WATERPROOF JOB: 0GFI DUP.REC.—GROUND FAULT I � I DUP.REC.-FLOOR RESIDENCE j I I Q I I ,' I DUP.REC.—(I)SWITCH OPER. --\ ---------- I SPECIAL OUTLET 1150 MASON DRIVE ` I CUTCHOGUE. NY COD Js , ,.\........................ 2 ' O T --- I G ` I O SURFACE MTD.-CLG. TOWN OF SOUTHOLD " I D � � i I O � SURFACE MTD.-CLG. (Porcelain) SCTM# 1000-104-7-L \.......... I pP RECESSED-CLG. i ------------�- Y ARCHITECT: ............ . . .....I....... ..... ................ . ................ ......... ` I b WALL MOUNTED ......... ............ . ............................................ I --- C0 DUP. FLOOD FREDERICK R. WEBER 0 I I i i O� HIGH INTENSITY. SWIZEL, RECESSED 41 EAST MAPLE ROAD I s T GREENLAWN. NY 1140 T 2B i i i I D CLOSET LIGHT I 52 NOYAC PATH i I I I sQ SHOWER LIGHT (Wet Location) WATER MILL. NY 1191L UNDERCAB. FIXTURE TEL L31154-5555 1— t ` I ❑ I (DTVI I I ® ® DOORBELL/CHIME fweberarchitectsyahoo.com EI EXHAUST FAN SEAL: F r- PADDLE FAN w T PADDLE FAN / LIGHT , ATTIC FAN o SPEAKER �• I I I I I p TELEPHONE O CABLE VISION ---/— --------- --- ----------� COMPUTER (Cable Phone) / REV.: --------- H❑ LIGHT W/ HEAT/FAN/NIGHT LIGHT THERMOSTAT .h FAN/LIGHT DATE: SEPT L. 201L �-------- � � SMOKE DETECTOR SCALE: -O" Gco CARBON MONOXIDE DETECTOR JOB NO: w201208 SWITCH 3 SWITCH 3-WAY DRAWING NO. ELECTRICAL $ , SWITCH 4-WAY NORTH 4 o SWITCH W/ DIMMER 2NDF PLAN_ $ w SWITCH WATERPROOF JS JAMB SWITCH 1/411 _ �� „ ® KEY PAD I EX EXISTING OF E2