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HomeMy WebLinkAbout42001-Z Town of Southold 7/18/2018 0 P.O.Box 1179 W 53095 Main Rd o4, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39777 Date: 7/18/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1570 Mason Dr, Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-7-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/8/2017 pursuant to which Building Permit No. 42001 dated 9/27/2017 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: alterations and additions, including covered front porch, attached storage room and rear deck to an existing one family dwelling as applied for per ZBA#7000, dated 11/17/2016 and De Minimus determination dated 3/17/2017. The certificate is issued to Silber,Alfred&Randi of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42001 7/12/2018 PLUMBERS CERTIFICATION DATED 4/17/2018 frN Piecuc A tho e Signature o�gOFFO(�co TOWN OF SOUTHOLD , BUILDING DEPARTMENT yTOWN CLERK'S OFFICE "o X SOUTHOLD, NY 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#: 42001 Date: 9/27/2017 Permission is hereby granted to: Silber, Alfred 128 Westervelt Ave Tenafly, NJ 07670 To: construct additions and alterations to existing single-family dwelling as applied for per ZBA, DEC Non-Jurisdiction letter, SCHD &Trustee approvals with flood permit (deck only). At premises located at: 1570 Mason Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-7-10 Pursuant to application dated 9/8/2017 and approved by the Building Inspector. To expire on 3/29/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,313.20 Flood Permit $100.00 CO -ADDITION TO DWELLING $50.00 Total: $1,463.20 I Buil pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: IS 70 kY-) S a--' JD.- CS L 0 House No. Street HarMA Owner or Owners of Property: T" , 1 w_. Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: ' Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature 50!/��,®� 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G �Q roger.richertla'b_town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Silber Address: 1570 Manson Drive city:Cutchogue st: New York zip: 11935 Building Permit#: 42001 Section: 104 Block: 7 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Yannucci Electrical License No: 50592-ME 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 Storage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 63 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 13 Wall Fixtures g Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 78 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt 2QA Emergency FixtureTime Clocks Disconnect 200A Switches 5g Twist Lock Exit Fixtures 9 TVSS Other Equipment: 2- Combinatioin Smoke/CO Detectors, 5- Bath Fans, 6- Paddle Fans, 1- Range Hood 30A Generator Receptacle, 12- ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: July 12, 2018 0-Cert Electrical Compliance Form.xls D MC7:--:,q'V[2 D APR 2 7 2015 at sopT�® r TOWN OF SOUTHOLD Town Hall Annex �O l� Telephone(631)•765-1$02 54375 Main Road Fax(631).765-9502 P.O-Box 1179 _ Southold,New York 11971-0959 ® �� BUILDING MSPARTNENT -- TOWN OF SOUTHOT D - - -CERTIFICATION L)ate: ��/7 f/60 Building Permit No. qZ 0 0 owner, (Please print) Plumber_ s rad f►'e c UC-/, - . (Please print) I certify that the solder used in the water supplysystemcontains less than 2/10 irf 1°ck lead. (Plumbers.Sigttattire)=. - Sworn to before me this day OfAX 20� TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 -)UALIFIED IN SUFFOLK COUNTY ,1-, ',i✓IISSION EXPIRES JUNE 30,20j.8 Notary Public, County �O'D �o��OF SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ j OUNDATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: AA f�A I Oyu P0�/ arftlrv� LN�V "C40A) %c, AfBM-q1,4. (1) 'VIP�' I I Y ;V/ i 4447 DATE �/ INSPECTOR SOP SO//ly �o� olo H O C0UNT1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION IST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG [ ] ELECTRICA (FINAL) R MARKS:-1-91 .& Wb lqa k%-Cr)v 09 DATE v INSPECTOR FSO alyolo �ycou TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ ] FOUNDATION 1ST [ ] R UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ 7FIRE SAFETYINSPECTION FIRE RESISTANT CONSTRUCTION [ RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRI L (FINAL) REMARKS: ? m� CosA V,- aK PM' w(�yks*"O-A/ 1� 0 Re tvtl-Qt #1AnW b f ...z DATE INSPECTOR SOUlyO� 2 TOWN OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION \] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: or- DATE INSPECTOR ` ��Of SOUlyo CA O COY TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] NSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAI �1 REMARKS: �raz - J 4%V 4� I S 0 DATE INSPECTOR pF SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. • courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. G � [ ] 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 l INSPECTOR d� FOUNDATION `�■ �� ,; FOUNDATION (2ND) MM mllftsm MR"I ROUGH FRAMING& f PLUMBING iii 1►�'.'.���'� .:• , � :� ... , s. INSULATION PER N.Y-. STATE ENERGY CODE iADDITIONAL COMMENTS 7-�W . MAC ..��� un; ! %�m a, • s e 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. 4a 4 Check Septic Form M N.Y.S.D.E.C. D D V Trustees C.O.Application D Flood Permit Examined ,20 Single&Separate SEP 2017 Storm-Water Assessment Form ontact: --- Approved ,20 11 1 1 PT. Mail to: --\-i Disapproved a/c TOWN OF SO OD Zk Phos - - - - Expiration ,20 ,d ® 15 o V B� irig� specto _ D -d� �6� a `\\ JUL 2016 APPLICATION FOR BUILDI PERMIT Dae - B ING INSTRUCTIONS �'— TO OFSOUTHO 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 lations, and to admit authorized inspectors on premises and in building for necessary inspections. Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder ' U fn/ Name of owner of premises �� � � � VV �7 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which roposed work will be done: IT 70 . a s o1-2 House Number Street Hamlet County Tax Map No. 1000 Section / / Lot z0 1 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 f�C b. Intended use and occupancy aW,�0r� 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Dem_ bliti& r-71,* :•'\{-0th6f-Work � x i (Description) 4. Estimated Cost `:`_ Fee , f(To-ibe paid on filing this application) 5. If dwelling,number of dwelling units Number of dwdlling units on each floor If garage, number of cars 6. If business commercial or mixed occupancy, ' each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of,same.structure with alterations or additions: Front �r'�i i � , V'�Rear,'--',, (---' t Depth Height Number of Stories i 8. Dimensions of entire new construction: Front Rear1 De t ' 1' Height Number of Stories 9. Size of lot: Front Rear Depth � Te")-,17.y_` 0 f.�T 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OFG��� ' ja' 14Yl6ea �V`wz�� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contract ,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_o,m to before me this d of 20 BETSY A.PERKINS Notary Public affY Public,State of New York Signature of Applicant No.01 PE6130636 Qualified in Suffolk Coun Commission Expires July 18, � i lM'•�P��:• 'y�i�1 t t%`ire" - ^,' 12;1`��P'1�_ :(�l t It�'i �R`t�y '"Prp,F i,: •r."`" ni`•''s r3�1�.. �,'+�` _ ^- y, •tom 1H _ t L.. „` v' & .'� . � `1 L ' '«' f�ti" .:apt� ;.: 1�-,.�.`' �� �" ''�- ,s"i''`�,' .. �-"_� I '.;=�, :�,. ,.,a � � •+� � ,, , � ss.sm�:�ss � TM t2�ar,�s'&xz� �tatm� vr.,� .^^ts�e�a�m�aaars�ll� zar�!ae' r�[a.^•M.,�.rauarder��„ _. - .�. �w :{i1--,•f t �• :13s• - BOARD OF SOUTHOLD TOWN TRUSTEES }� SOUTH O b,NEW'YORK 4 PERMIT N '`8967 DATE: 'MARCII 223 2017' ,i ISSUED TO: RANDI & ALFRED SILBER .,•'iii:/"t -' 3 ,' �-^ r'f.'t „ '•iR} t, PROPERTY'.ADDRESS:41570-,MASON.DRIVE;;CUTCIIOGUE,, s SCTM# 1000-104-7-10 -_ ,t1 ,'I'f'tte::J`' t,:}•'• 5"9: ��r ,` .: > . �'.?1;, •`.�!' ...., .z : .a• - r , ' � >: AUTHORIZATI`ON Pursuant to, the provisions of Chapter•275 of the((Town Code of the Town of Southold and in " C+ a !t �..i e i t;'� 1 !t"- dt 4. r,. d s t" ySY"••t i5"d tJ ' j.' 111^5 (t Iti i•'l L t' " 'P , t' accordance Sieh the Resolution'of the Boardnr�of Trustees adopted^at the meeting'held'on Maich 22,2017,and in �.� :`� x ! , 4 w } !r If t It�'1 , j't � {'•( � t.oY^ ^i ... �. consideration'ofsapplihation fee'in'the`sum of 230: 0 paid li�Randi'&Alfred Sil>ier-arid subjectto the Terms and Conditions as stated in the Resolii ion,v'the='Southold"Town Board'y0f`Ttus'0e9 authorize§`and''permits following: ,• '. - 1 ` +`J J ` • • t',rZ -��°�: tt: •t�-.; � }„ :r�.� ': }° ? '-, 'f'',j ''. til!`k 'r:.;fl;::�n�I•x.', - •;.._,: t'�i:c,1 ;.S -ate �,'„ ;- a ; •� - Wetland Permit to replace existing foundation to dwelling in-kind and in-place'within the �^ seaward portion of existing dwelling; construct a second floor addition onto the dwelling; replace.existing-4indoWs,=doo!A'And=sidittg;"construct a-�5'i-tf5',tbvered'porch`:ontdllandward," `•� side of dwelling; construct a 51x1312"storage ad'ilition ohto'lai�dward side"of d�velliiig; w + construct a 13'11"x15'4"addition to landward side of dwelling; install new �. �,• rs 20'.WtiX115'.L brick onrsand£patio'"'arid walkway's'^a'roiind�'dwellirig;7ah7d;in'stall•gutt,rs'•fo leaders t P 4 :to drywalls to colntain;raofrunoff;-'install and:peretua"llyimai�tain a 10'wide nori'tafrf buffer alongithe',landward?edge''of>the°bulk bi d;,and=to'i'nstal1%Water"-'and,eleetricfliries..to'existing `d dock;'an'dt aside icted°6Wthe-revised'sitea, laii Ye a`red fb Scott:Fc'Lurie;Architect.=,°dated P P A p• Y' March 10,2017, and stamped approved on March 22,2017. ` `IN-IWITNESS:WHEREON the`said'Board,ofTrustee�-hereby',caiiaes�itsG.fr•'porate„Sealltobotaffized; Py and=these'presents,to=be—ubscribed!byda majbrity"of the•said,Board as ofithis.datea', t +}.:::: r • : •r _` � ,Wig, ,cam. , , � � ' A. Nicholas Krupski — Absent :�� �;•. ice.. �--- — — - —— �� �51� _ �"'•�G.GS1Y��rY;$”�I�.U'Y,'ViA7uia"a:�CsfHfi:7i.,�'iun:�.i3Tik*.6+�'i"&n'f3�w`,'ati�S:iL;..v$:•"�''3P:°w}:,."43iSY.�i39uS+"u�3:`.`lu."5%S6aE+Ytu;ffAY>`A�;LrYSiv.'l,'rYuu^kvS_)S�L5�3Y�1;S,1lFtNc;Fa'�u�'6'S3i;sp�sU"xk�::s>S.su:Wc�3S,L'bl"•:i'�ti35G, YlIt.�(t�,i+� Ij;,r ° '�'t��" - .� - _.- ..i'.; y��' \?�-.i _ ��ii=,_�rlx. �,io:. ��, ''.� sm�.".ts•.,- �°.ill �'�' ,'y7 � � 'f..L•� - <. T ��:t3.F�,k��� vg t't•,,;,�• - T:� c.'.%- ''ir�•'43Tu, :t's_ F. �. "t,`,f • t Ilk�f' Y;;! -y ri; j lei,,: V� _. e �" ...4'�s�s:-iter �`eF^... _:.:1.,�.r ,�Y �•sr�.+:�•_+.u� � ,�y,, , uSt 1�s,,:s �.lty14. � r�Y: �. Michael J.Domino,President 0� S0(/lTown Hall Annex John M.Bredemeyer III,Vice-President �� l0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski • Telephone(631)765-1892 Greg WilliamsD Fax(631) 765-6641 ��OOUNTI,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1462C Date: April 25,2018 THIS CERTIFIES that the replacement of existing foundation to dwelling,in-kind and in- place within the seaward portion of existing dwelling;construct a second floor addition onto the dwelling; r_place existing windows doors and siding,•construct a 5'x15' covered porch onto landward side of dwelling• construct a 5'x13'2"storage addition onto landward side of dwelling: construct a 13'1 I"xl5'4" addition to landward side of dwelling; install new 20'W x 15'L brick on sand patio and walkways around dwelling-,and install gutters to leaders to diMells to contain roof runoff, install and perpetually maintain a 10'wide non-turf buffer along the landward edge of the bulkhead,• and to install water and electric lines to existingdock; At 1570 Mason Drive, Cutchogue Suffolk County Tax Map 41000-104-7-10 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 12,2017 pursuant to which Trustees Wetland Permit#8967 Dated March 22,2017,was issued 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 replacement of existing foundation to dwelling in- kind and in-place within the seaward portion of existing dwelling, construct a second floor addition onto the dwelling;replace existing windows, doors and siding; construct a 5'x15' covered porch onto landward_ side of dwelling; construct a 5'x13'2"storage addition onto landward side of dwelling; construct a_ 13'11"xl 5'4"addition to landward side of dwelling_install new 20'W x 15'L brick on sand patio and walkways around dwelling; and install gutters to leaders to dZmells to contain roof runoff, install and perpetually maintain a 10' wide non-turf buffer along the landward edge of the bulkhead; and to install water and electric lines to existing dock. The certificate is issued to Randi&Alfred Silber owners of the aforesaid property. e Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permit, Region.1 SUNY*; Stony;Brad:,60 C: rlr Roan.Siony Br.^,:•'r.NY 11790 P (631!444-0365 1 G (6311 4,44.03C-C "w". t.11%,Cloy LETTER OF NO-JURISDICTION March 10, 2017 Alfred and Randi Silber Re: Application ID 1-4738-00514100003 128 Westervelt Avenue 1570 Mason Drive Tenafly NJ 07670 Cutchogue SCTM # 1000-104-7-10 ARNO-DEP Dear Applicants: Based on the Information your agent submitted and additional New York State Department of Environmental Conservation (DEC) information, DEC has made the following determination. The portion of the referenced property located landward of the functioning bulkhead and adjacent bulkheads measuring more than 100 feet in length and originally constructed prior to 8/20/77, as evidenced on the survey by Van Tuyl dated July 18, 1972 and Tidal Wetlands Map #714-542, is beyond the jurisdiction of Article 25 Tidal Wetlands, Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no permit is required for work occurring at the property landward of the jurisdictional boundary 'indicated above. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the jurisdictional boundary without a permit. It is your responsibility to.ens'u`e that all necessary precautions are taken to prevent any sedimentation or other alteration or distUr nce to the ground surface or vegetation within the DEC's jurisdiction which may result from your project, Such precautions may include maintaining an adequate work area (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 I the resp a ity of obtaining any necessary permits or approvals from other agencies. V truly y 'eland Deputy Peen it-jWrf nests, 'l JAW/mrp CC. Patricia C Moore. Attorney at Law Marine Habitat Protection File NEW YORK Department of �moe OR Environmental �� Conservation FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: August 2, 2016 TO: Pat Moore(Silber) 51020 Main Road Southold,NY 11971 Please take notice that your application dated July 26, 2016 For permit for additions and alterations to an existing single family dwelling at Location of property: 1570 Mason Drive, Cutchogue,NY County Tax Map No. 1000 - Section 104 Block 7 Lot 10 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring less than 20,000 square feet in total size, a minimum single side yard setback of 10 feet is required and a total side yard setback of 25 feet is requried. Following the proposed construction, the dwelling will have a single side yard setback of+/-7 feet and a total side yard setback of+/- 18.9 feet. uthoriz Signature Cc:File, ZBA Q�/ BOARD MEMBERS \\, �rjF SO Southold Town Hall Leslie Kanes Weisman,Chairperson � '� 53095 Main Road-P.O.Box 1179 ,`O !p Southold,NY 11971-0959 Eric Dantestc Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning �� w��� 54375 Main Road(at Youngs Avenue) Kenneth Schneider l��'�U Nov Southold,NY 11971 http://southoldtown.northfork.net , d�J[ ONING BOARD OF APPEALS TOWN OF SOUTHOLD DECEIVED gel.(631)765-1809-Fax(631)765-9064 q 2016 FINDINGS,DELIBERATIONS AND DETERMINATI NOV 1 2016 MEETING OF NOVEMBER 17,2016 D 1 D G DEQ 4T O, SO-LTTAOLD Southold Town Clerk ZBA FILE 1600 NAME OF APPLICANT: Randi and Fred Silber PROPERTY LOCATION: 1570 Mason drive, Cutchogue,NY SCTM#1000-104-7-10 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H 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 September 6, 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. LW"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 October 28, 2016 indicating that the relief, permit, or interpretation requested in this application is listed under the Minor Actions EXEMPT list and is not subject to review under Chapter 268. PROPERTY FACTSMESCRIPTION: The applicant's property is a 14,502 sq. ft. waterfront parcel in the R40 zone. The northerly lot line measures +/-75 feet along Mason Drive. The easterly lot line measures +/-197 feet along an adjacent parcel, the southerly lot line measures +/- 75 feet along Broadwaters Cove, and the westerly lot line measures+ -177--feet along w otl-ier-- arcel--Thi property--is-improved-with a-single family dwelling-with a-- wooden bulkhead and dock, as shown,with proposed new construction, and existing and proposed setbacks, on the survey drawn by John Metzger Licensed Land Surveyor, last revision dated June 16, 2016, and site plan BA-1 drawn by Scott F Lurie,Architect, and last revision dated November 01, 2016. BASIS OF APPLICATION: Request for Variance(s)from Article XXIII, Section 280-124 and the Building Inspector's August 2, 2016,Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single family dwelling, at; 1) less than the code required side yard minimum setback of 10 feet, 2) less than the code required total side yard minimum set back of 25 feet. RELIEF REQUESTED: The applicant requests two variances to construct alterations and additions with a single side yard setback of 7.2 feet where a 10 foot minimum is required, and a combined side yard setback of 18.9 feet where a minimum of 25 feet is required. Page 2,November 17,2016 #7000,Silber SCTM No. 1000-104-7-10 n ' ADDITIONAL INFORMATION: The applicant's existing single-family dwelling was issued Pre-CO Z4795, dated Sept. 1, 1972, with a 7.2 feet side yard setback, and 18.9 combined side yard setback. The applicant will construct a new county certified on-site septic system landward of the existing dwelling to replace the old malfunctioning system that is seaward of the dwelling. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 3,2016,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 X267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant's dwelling was constructed at the existing location before the implementation of the Town's zoning code. The applicant proposes to maintain the existing side yard setbacks. Other parcels in the neighborhood have been granted variances for side yard setbacks. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance, because the existing dwelling has established, pre-existing, nonconforming, side-yard setbacks. Therefore any construction within the side yard areas requires the grant of variances. 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 30% relief from the code for the side yard setback of 7.2 feet, and 24% for the combined side yard setback. However, the applicant's dwelling has pre-existing non-conforming side yard setbacks that will not be changed. 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, and the applicant will construct a new county certified on-site septic system landward of the existing dwelling to replace the old malfunctioning system that is seaward of the dwelling. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. Although the applicant's dwelling has pre- existing, nonconforming side yard setbacks, 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. 6. Town Law §267-b. Grant of the requested relief)is the minimum action necessary and adequate) to enable the applicant to enjoy the benefit of additions and alterations with non-conforming side yard setbacks to their single family dwelling, 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 Horning, seconded by Member Weisman (Chairperson), and duly carried, to GRANT the variances as applied for, and shown on the survey drawn by John Metzger Licensed Land Surveyor, last revision dated June 16, 2016, and site plan BA-1 drawn by Scott F. Lurie, Architect, last revision dated November 1, 2016. Page 3,November 17,2016 #7000, Silber SCTM No. 1000-104-7-10 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 andlor 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), Schneider, Dantes, Horning, Goehringer. This Resolution was duly adopted(5-0). Leslie KAnes Wei man, Chairperson Approved for filing ��/�//2016 BOARD MEMBERS z3F SOLIySouthold Town Hall Leslie lanes Weisman,Chairperson �►� Q 53095 Main Road• P.O.Box 1179 !p Southold,NY 11971-0959 Eric Dantes 1irt Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank �� 54375 Main Road at Youngs Avenue George Horning 'Q wa ( g ) Kenneth Schneider I�Cou Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631) 765-9064 March 17,2017 D D Patricia C. Moore LIAR 2 1 2017 Attorney at Law 51020 Main Road Southold,NY 11971 BUILDING DE". TOWN OF SOUTHOLD RE: Request for De Minimus determination #7000, Silber, 1570 Mason Drive, Cutchogue Dear Mrs.Moore; I have reviewed your letter dated March 9,2016 requesting a de minimus determination relating to the above referenced Zoning Board of Appeals decision. Your letter describes a slight error on the original plans submitted. To correct the error,you are proposing an additional two (2)feet length (from 13.33 ft.to 15.33 ft.)for the bathroom portion of the applicant's single family dwelling. The additional improvement will maintain a 7.2 feet side yard setback; and will therefore,not differ from the variance relief granted. Based upon the information provided as shown on the site plan prepared by Scott F. Lurie, Architect, last revised March 10,2017,I have determined that your request to modify improvements is de minimus in nature because no additional nonconformity will be created, and that the intent of the original ZBA decision will not be altered. Please contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. Since , Leslie Kan s Weisman Chairperson CC: Michael Verity, Chief Building Inspector,� Scott A. Russell ,�d°Su '�� ATO R IMMIWA\T]E K SUPERVISOR MA\,NA\cG 1EM1ENT SOUTHOLD TOWN HALL-P.O.Box 1179 � 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold O� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) --- DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT 4PPLY1 ❑Ef A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑0 B. Excavation or filling involving more than 200 cubic yards of material ' within any parcel or any contiguous area. ❑DSC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. i ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 0 E E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑[3'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. S.C.T.M. 1000 Date APPLICANT (Ptoperty O�%ner De�tgn Professional.Arent.Contractor.Other) Dwrnct NAME. S G'l i IU Off' —16 P"" section Block Lot I, FOR BUILDING DEPARTMENT USE ONLY***` Contact Informatlon 97_9.SSoQ Te�pAoer�umbn I; { I ' { II Rex imved By: qd' - - — — — — — — — — — — — — — — — ;� .I Date: / !{ I I Propertv Address/ Location of Construction Work: f ! — — — - — — — — — — — — — — — — — I _ n•o%ed for proces5ing Building Permit. l �cs s�J�so� A2,y,!� Sim eater Managemenl Control Plan Not Requned. III GvTcl►�G�uE ,J�/ 1193 " ! , iy - - — — — — — — — — — — — — — — — ;{ Stormwater Management Control Plan Is Required. (For\x and to Engineering Depar tment for Rex ie".) FORM $ SI-V CP-TOS M,AY 2014 ----- ---------�------ APPLICANT S.C.T.M.#. 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) r b0S�pi' 1,0q16 Stormwater Management Control Plan CHECK LIST NAME .,WS GO �jiRG'J1 it�C'� Section Block Lot S M C P -Plan Requhernents Pro%ide ONE copy of the Building Pet rnit Application Flcia Pnm Date: l * The applicant must provide a Complete Explanation and/or Reason loi nol pro%iding v31,9Z9.SSod 9,f�h�) of X all Information that has been Required by the folio%%ing Checklist{ ylmturc I deFt.He Yumba I. A Site Plan drawn to scale Not Less that G0'to the inch MUST If You answered No or NA to any Item, Please Provide Justification I-lerel YE NO NA Yer.If you need additional room for explanations, Please Provide additional Pa show all of the following items: P P a. Location & Description of Property Boundaries b. Total Site Acreage. 0� c. Existing- Natural & Man Made Features within 500 L.F. DRAINAGE INSPECrIONS ARE REQUIRED of the Site Boundary as required by§236-17(C)(2). ontact before d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. OR PFOVide Enginee-es Certification e. Limits of Clearing & Area of Proposed Land Disturbance. 0 ' that the drainage has'been to Gede. F. Existing& Proposed Contours of the Site (Minimum 2 Intervals) g. Location of all existing & proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. 0 j. Location of proposed Soil Stockpile Area(s). 0 e no a Invited to: k. Location of proposed Construction Entrance/Staging Area(s). 00 we manta t F Construction Entrance I. Location of proposed concrete washout area(s). 0 +re Backed Silt encin sta i M. Location of all proposed eioston&sediment control measures. Seeding of eX os 2. Storm%ater Management Control Plan must include Calculations shou Ing that the'tortmvatei unprovements are Sized to capture,Blore,and infiltrate on-site the run-off from all nllpei vioUS surfaces generated b\ a mo(T)rich rainfall/storm e%ent 3. Details&Sectional Drawings I'oi star nl\vatei practices are Iequired foi appro%al Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. �0 b. Construction Entrance& Site Access. SE—pp 0 c. Inlet Drainage Structures (eg.catch basins.trench drains,etc.) d. Leaching Structures (e. . Infiltration basins,s%%•ales,etc.) --- -- ---------- - 1 **** FOR ENGINEERING PART — — E ONLY **** — �i El Additional Information lReci%.S®UTH®LD j; Reviewed & Stormwater Management Control Plan is Not Complete. ;! i; Approved By: — — — — — — — — — — — — — — — — — — — — — — — — � I Stormwater Management Control Plan is Complete. Date: SMCP has been approved Engineering oved by the Engineeng Department. ` ; FORM § SWCP Check List -TOS MAY 2014 � 1ffat/( BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roper.riche rtP-town.southoId.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Y& -, Z( •-�-r; C" ':>--'r U. Date: i Company Name: Val,V1 C- C fie- C- to Name: License No.: email: ����eG r'Cw ° Address: rp , X30 3 95�� r�e l�U ytf f tom? Phone No.: 3 L2<- 32 V JOB SITE INFORMATION: (All Information Required) Name:Address: ' 7 o fna S Ig- fid'. • 1 50 C Cross Street: k& rJ4e-, 0c-, Phone No.: 40 I- eDSb-7 Bldg.Permit #: Jg"©p ] email:.' Tax Map District: 1000 Section: JQ , Block: 1-7 Lot: A// �(� BRIEF DESCRIPTION OF WORK (Please Print Clearly) I�Qa,J ��R ova SQNyc,� Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: NO Issued On Temp Information: (All information required) Service Size 1 P 3 Ph Size: _A # Meters Old Meter# :New Service- ire Reconnect - Flood Reconnect- Service Reconnected Undergrou Overhead # n rground Lateral ILD2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection FormAs ��� jr� _ G�:k _ � � f n«-n Il,rll- S-lllut Flo►t► ' -W j H T. T,E R-RY I � .� r mix�1 Y r o- ,r 117t► I-OWN CLERK tI `may .r''' Srrullicilrl Nc� 1'tirk y (cbL" 1 Fax (S I(,I 765 ILEC;15-MAR OF VITAL STAT1,511CS � -I�+�1 MARRIAOF OFFICER TcicNlicrnc (S I6) )(t(, RECO AGEMENTOFFICEII f EDOM OF IN _ ICER OFFICE OF THE TOWN CLERIC TOWN OF SOUTHOLD O� THIS IS O CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SO_ OLD 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 fir Develc%pment in Special Flood Hazard Area (C/C(93)) . - ' TOK4 OF SOUTHOLD �h T. Terr Y Southold Town Clerk August 25, 1993 l ` APPLICATION i_ r PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECTION i GENERAL PROVISIONS (APPLICANT to read and sign)- 1. No work may start until a permit is issued. - 2. The permit may be revoked if any false statements are made hcrein- 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. S. The permit will expire if no 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 «asonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT L STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE T OF MY KNOWLEDGE,TRUE AND ACCURATE. .. (APPLICANTS SIGNATURE) DATE (SECTION 2: PROPOSED DEVELOP.tr1ENT (Tc �c completed by APPLICA-hM NAME ADDRESS TELEPH E AP P LI CANT I BUILDER �S ENGINEER 1 / � PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project locadom Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest in(usccting road or well-known landmark- A sketch attached to flus application showing the project location would +bc helpful. FDP(93) APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check all appbcablc boxes) A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑� New Structure W'Residtudal (1-4 Family) V�Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ NOD-residential (Floodproofing? O Yes) ❑ Relocation O Combined Use (Resideodal & Commera-al) ❑ DemdGtioo P ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park?- ❑ Yes) ESTIMATED COST OF PROJECT S v B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling O Grading Cl Excavation (Except for Structural Development Checked Above) ' ❑ Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements (Including Culvcrt Work) O Roark, Street or Bridge Construction j / O S4 •vision (New or Expansion) / ❑ [dual Water or Sower System G Othcr (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review_ SECTION 3• FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMIMSTRATOR) The proposcd development is located on FIRM Pancl No_ . Dated The Proposed Development: ❑ IslNOT located in a Special Flood Hazard Arca (Notify the applicant that-the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ U located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation at the site is:- Ft NGVD (MSL) ❑ UoavaiJablc O The proposed development is located to a noodway. FBFM Pa_ocl No. Datcd O Scc Scr_uon 4 for additional ioscrucuoot SIGNED DATE i APPLICATION # PAGE 3 OF 4 SECTION 4 ADDITIONAL INFORMATION REQUIRED (To he completed by LOCALADMINIST'RATOR) The applicant must submit the documents checked below before the application can be processed: O A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposcd developmcot. ❑ Development plans,drawn to scale, and spccificatiQns,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), typms of water resistant materials used below the,first floor, details of floodproofing of utilities located below the first floor and details of enclosures below the first floor. Also O 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 O Floodproofcrig protection level (non NGVD-residential only) (MSL). floodproofed stiuctures, -%ipplicant must attach certtftcation from registered engineer or architect. / ❑ Certification from a'registered engineer that the proposed acdvit�in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. O Other- SECTION therSECTION 5 PERMIT DETERMINATION fTo be completed by LQ�'AL ADMINISTRATOR) I have determined that the proposed activity. A_ O Is B. O Is not La conformance with provisions of Local Law if , 19_. The pctmit u issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is chcckcd, the Local Administrator may issue a Development Permit upon paymeol of designated fee. If BOX B is chcckcd, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals t ' APPLICATION W PAGE 4OF4 APPEALS Appealed to Board of Appeals? ❑ Ycs ❑ No Hearing dale: Appeals --- 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 High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL)_ NOTA Any work performed prior to submittal/of the above information is at the risk of the Appl;:cant_ SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATORI The LOCAL ADMINISTRATOR will complete this section as applicable based oo in-spcction of the project to ensure compliance with the commtL itys local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCEM be completed by LOCAL ADMINISTRAT R Certfficatc of Compliance issued: DATE: BY: M i 1 1 Attachment B i OAXPILE CERTIFICATE p F COMPLIANCE / for Development in a Special Flood Hazard Area p ', • TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD ARCA (() ruRn MTiCT RrTATN '[ITIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O EXIS'T'ING BUILDING D VACANT LAND '.s 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 TIIE REQUIREMENTS OF LOCAL LAW # , 19—, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C /C (93) PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel:(631)765-4330 Fax: (631)765-4643 August 8, 2016 Town of Southold Annex Southold Building Department D Main Road, Southold NY 11971 Q BY HAND RE:1570 Mason Drive, Cutchogue SCTM: 1000-104-7-10 §® ® Dear Damon: With reference to the above, you issued a Notice of Disapproval dated August 2, 2016. The client revised his plans and added a 5' x 10.66' storage area to the front of the house. This modification does not change your Notice of Disapproval, however, I wanted you to have the final plans last dated 7-27-16 in your file. Thank you and please do not hesitate to call should you have any questions or require additional documentation. Ve r uly-y rs, atricia C. Moore PCM/bp . r SO!/��,®l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N 411r Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 ®�yC®UNV,N BUILDING DEPARTMENT TOWN OF SOUTHOLD July 5, 2018 Alfred Silber 128 Westervelt Avenue Tenafly, New Jersey 07670 RE: 1570 Mason Drive, Cutchogue TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 42001-Z additions/alterations y,. 1 • 1 Te ' SMason Dr t r i 4 ' tr a Google Earth N C)2017 Google 90 ft I SEP71C SYSTEM DETAIL i SURVEY OF PROPERTY NOT TV SCALE F.F. EL. 8.7' W EL. 8.0' A T CUTCHOG UE CAST IRON FRAMES FINISHED GRADE AND COVERS TO GRADE EL. 8.0' 5%SLOPE MAX. TOWNOF SO UTHOLD 24" 1•MIN. ASONARY CHIMNEYS ASO RY CHIMNEY SUFFOLK COUNTYN. Y. LE6MIN. rM' 1;MIN. /.E II Illy a ui 2 MAX 7.0' co to to 5�D 1000 104-07-10 1/4" PER FOOT 6.2' 6 18" I.E. ®®®®®� 7 -9 q MINIMUM PITCH 5.8,118" PER FOOT -LE. ®®®I€ 2.0 SCALE: 1'= 30' MIN.4" DIA. PIPE MINIMUM PITCH R.5.6' ®® E SEPTEMBER 6, 2011 44":MIN.4" DIA. PIPE CENTER POOL OF 1200 GAL. PRECAST mm. (6) POOL CLUSTERS _ OCT. 20, 2011 (ADDITIONS) SEPTIC TANK 4' PRECAST DEPTH i L (3) 8' 0 2' EEP 2 0' APRIL 16, 2012 (REVISIONS) I I I I I i L EXSPA_NSION POOLS ___ WATER EL=1.6' JUNE 16, 2016 (REVISIONS) 'IIPi 1Tr,01WI_ MINDPROPOSED SEP77C SYSTEM n'' (4) BEDROOMS Raw [1] 1,200 GALLON PRECAST SEPTIC TANK. [6]8 FT. DIA.x 2 FT. DEEP PRECAST CONCRETE LEACHING POOLS WITH 3' SAND COLLAR 2' ABOVE GROUND WATER TEST HOLE DATA MeDWALD GEMSCE 091071VI EL. 0 BROWN S/LTY SAND SM SWELLING TER 2.s \1 PUBLIC YYA FINE SAND PALE SP EL. 16 �LI-TNG 6.4' - _ TE R WATER IN PALE FI )BLIC WABSAND SP E P YACC ARINO 13. 06-08-2016 CL Fy ET) L a oz,11N 5TRE , *t C7.5 40,TER X5.3 F SOl� �PUBLIO "E a 4!30 MA 1 N 1 N NOTE.• 8.1' CMF zU - 11 OdD SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN BY.• 2E E _- JOSEPH FTSCHETTI, PE 0 - LP ;-_- 1 v y HOBART ROAD -'. 1 z r*1 SOUTHOLD, N.Y. 11971 $� _�_ •'~• Lp -�I, E 10' 1 c 7- 50. (631) 765-2954 - - - - - -- - 50'6 - - - -- - ?I-P` r -, LP* MIN. 1 z - ap LP - ti, � 1 NO yc ST 1 1 O 1 7.2 D D ? M* M A ►b 0 56.1' p p 1 j 1 HSE• �'- r C7 T_ O 'n C Z Itt.7 I SN GARAGE 12.5 D a 0 W gc M p S8.7') FOP- p —i O jJl u)p (F FIR• EL. TANK�CJ 70 IT O O r N\t1 ?�1 10.0 m w i^ v b D Z T_ io c T04 15.1 FE v 1 (Jt't 2 °.Z'w NO SEP�C �0 1N� 1 kto BE 21dp Dept COPY from Z9A to Final reviewed do ents -4 1FE ZOA File# 70 THERE NO HELLS WTHIN 1.6 E'i L.P.i CMF Rate; 150'OF PROPERTY 01 N Q 3'W DISH W000 REQ WA`s ■ = MONUMENT WoOo eco 3 X324.0 / 932,4�.Yd 11> 56 4 54 ELEVA TIONS ARE REFERENCED TO N.A.V.D. 88 OF NEW I am familiar with the STANDARDS FOR APPROVAL *00D pSpNl `;OCKt � gv� i-:.0 a��' AND CONS7RUCTION OF SUBSURFACE SEWAGE kvl- �` DISPOSAL SYS7FMS FOR SINGLE FAMILY RESIDENCES OVS fOtt n� ,l"` r W" r � and will abide by the conditions set forth therein and on the ;%='" I permit to construct. The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. ANY AL7ERA77ON_OR ADD177ON TO THIS SURVEY/S A WOLA77ON N. LIC. NO. 49618 OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. PECONIC SURVEYORS, P.C. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2., ALL CER77FlCA77ONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY/F AREA = 14,502 SQ. FT P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR TO TIE LINES 1230 TRA VELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 11-198 it SURVEY OF PROPERTY \t pWE�c WATER BUILDING CODE INFORMATION- BUILDING COVERAGE CALCULATIONS- Int Residential code-NY EDITION 2015 AT CUTCH00VE PLjB�I INT.ENERGY CONSERVATION CODE 2015 2015 INTERNATIONAL MECHANICAL CODE I AREA IN SQUARE FEET EXIST NEW TOTAL 2014 NATIONAL ELECTRICAL CODE TOWN OF SOUTHOLD TEST Ht7LE DATA BUILDING COVERAGE 1513 706 2219 2015 NATIONAL STANDARD PLUMBING COCE N.Y. ONT PORCH O 77 77 2015 INTERNATIONAL FUEL GAS CODE SUFFOLKCOUNTY, i pWE�L-IN��ER ^ TOTAL BUILDING COVERAGE, 1513 763 2296 P p ELB' BUILDING/SITE CHARACTERISTICS: 1000-104-07-10 WA IMPERVIOUS COVERAGE CALCULATIONS: NUMBER OF STORIES 2 SCALE 1 = 30' U BSI Ci E� 8RO*N SILTY SAND SM HEIGHT OF STRUCTURE: 23 5' P 1.0' AREA IN SQUARE FEET EXIST NEW TOTAL AREA- LARGEST FLOOR 2219 iF C.c BUILDING COVERAGE: 1513 783 2296 NEW BUILDING AREA 1321 ':F SEP7El4/BER 6, 2011 \1 d / I 2'SIDRIVEWAY: 650 TBD TBD VOLUME OF NEW STRUCTURE 17173 CF OCT. 20 2011 (ADD/710NS) E / c CONSTRUCTION CLASSIFICATION 5B PALE BROWN REAR PATIO: 191 TBD TBD TOTAL LAND AREA DISTURBED• 783 S= APR/L 16, 2012 RENS/ONS E w FINE SAND SP steps AND LANDINGS 45 TBD TBD �LWP �1�j /u EL1.6' Retaining wau 26 0 2s DESCRIPTION OF BUILDING USE: JUNE5, -10 2016 P. AD I77O 7 S' 1E c 6.4' ---------- WALKWAYS. +2o TRn TBD TOTAL IMPERVIOUS COVERAGE 2615 TBD TBD USE GROUP R-5,SINGLE FAMILY RESIDENTIAL MAY 25, 2017 (PROP. ADDIAONS) UB�IG � / � r OMF 1 WATER IN PALE NNE 29, 2017 (RENSyOI�I ) w~�'"" S �P / BROWN FINE y W 'S 3Q- ` 0 5 V7 c SAND SP FLOOR AREA RATIO CALCULATIONS /W MAXIMUM LIVE LOADS: SUFFOLK COU 60 OU�Ll1R11�1mC�ON T��C�101`1�® W Q'3onE FEO� EL c AREA IN SQUARE FEET EXIST N w 70TH 60 PSF FOR DECK/BALCONIES J 40 PSF FOR FIRST FLOOR rZ FINISHED FIRST FLOOR AREA- ,513 706 2219 /.4 30 PSF FOR SECOND FLOOR �plO1Z��lA1` W AI�JZ (J) 1 FINISHED SECOND FL AREA, O 615 61 30 PSF FOR ROOF SNOW LOADS �aiFiMl'r FOR r C� ®N�.� � 'V I NE� OM4 -� TOTAL AREA- FAir414a's� �.�iE3)oN E►., 1513 1321 2634 F Za= SEp-C Sys v SINGl.Td, g t' CM _ O 1 �1 2 g 201 /� REQ° ©° Z o /Lp�j�/ _��P//E�1 MIN• 01 a c SILBER PROPERTY ZONING ANALYSIS L)ATC �— � l ° / z m - - �' 1�veo��F:r� 13EDROWS �50'C ►� o�'y /_o t$/ °�';°�P� �1 z �etl5 AL ONE FAMILY ZONE BLOCK/LOT 1000-104-07 10 LOT IAEA 14,502 SF ZONING REQUIRED EXISTING PROPOSED STATUS 0 eta MAXIM lr9 0 ,..�,: qP�D pti(�V'f'96 CC �O �� �', / � I� Z Rl /$j� 1 /,f�'�A � V MIN LOT AREA 40,000 SF W r ri v 14,502 sf NO CHANGE EXISTING 4�p^ 0 ©A•f — \ �_ T"`c LOT WIDTH 150.0' 75 0' NO CHANGE EXISTING Y lm 1 y y \ IZ c �\ 1 LOT DEPTH 175.0' 196.69' NO CHANGE CONFORMS C •C �/$�T FRR�NT$pORCH 1 ljorc- FRONT YARD SETBACK 35 0' 69.80' 58 79' CONFORMS c REAR YARD SETBACK 35 0' 80.93' NO CHANGE CONFORMS O rL0/ is 13SIDE YARD SETBACK (left) 100' 7 20' NO CHANGE EXISTING e SIDE YARD SETBACK (rlghT) 100' 1170' NO CHANGE CONFORMS �y C1EAN v 'r1 COMBINED SIDE YARD SETBACK 25 0' 18.9' NO CHANGE EXISTING V / 1 �0 / oUS t,t � r �. MAX LOT COVERAGE 207,(2900 SF) 10 91%(1583 SF) 173%(2509 SF) CONFORMS MOOS BRICY 7• C p MIN LIVABLE FLOOR AREA 850 SF 1381 SF 2583 SF CONFORMS i NEW PSAND 1Np-Y 1 Lin $Tph'DIDORY m \ �T''q? BUILDING HEIGHT 2 1/2 STY /350' 1 STY. /184' 2 STY/235' conforms 1 117 FR.DWE111N0 m D RENOVA .FI R EL' s.7') A/C OOP UN T tz 0 Oc`� � /( e� q n m 10.7 1 J 10 9 UNITS SEPAC SYSTEM DETAIL m = D 1 > HOUSE slate or other Nor 1C=ELF ;}® o Z C '� O D00% -0--- - - -F.F. EL. 8.T _ suitale cover —_ -- r z _ FpUNDA— _ ;, s app r an p g - W - - ----- — ------- ---- -—��—W- fTl—\ --— I 11- - RY - REP�iE� �OOD�o Locking ON t e d lu ast IFon L k'ng Cover o em 5 (Tl (A O 1 QB. .tN.K1ND� y I.E.. o a u EL 1L 0' FlNlSHED GRADE 5X SLOPE MAX. a FPOMi p to �L Ln � 1 (®,,)I5' mosanary rhlnney WWp ,LU D Z D 0 FE > 0 "Y. OVARY CHIUNE"Y m s G7 1_ m 1 / 11 1,MIN. ® A C7 ' 1 k DW/ 0.2'W clean out MAX © I.E. 6. 18' I.E., .1' Ill REpR PS 1/4' per foot min. itc 6.3' S'8 JI.E. \Sj P % , / AND LA �* . min. 4' dia. pipe class 8400 4n 1250 GAL dass 2400 pipe or equal 5.6'11 •I {£;;._;,::,:;:.::.. I UJ I P 1/8'per foot mn. I` �® NENpIN $ pltdl in. 4'dla pipe pI1��� �Lo� ®�j7.".g(�A1.. �'tI pipe ore UOI m CEM7ER POO OF LU 0� g°�i9�149�'� �d Na P �0 O� PERVIOUS ` ., (6)POOL aEEPERs ®® p ��� ��� °��q�0�� � X 1 6'E. .� pA 0 ��'"+ fit 10'0 x PRECAST.5' LIQUID DEPTH GROUND WATER min EXSPANSION POOLS � �®® �B A��� � 6�i L,� 33 r�, � —r"'t� ����.�SS/r1��� EL16---�------------ fL.1.6' ----- ---------------- -- EL.16' ys 51$S�M �! �� � HIGHEST RECORDED GROUNDWATER �� �� ���� � NO Ep �' �� i �-�� F+ ° �. BACKFILL MATERIAL TO BE CLEAN SAND &GRAVEL �� 1s� EP�F��� \Ns o :� ! L3 � t �,�'l�k SErfi �� � Ex oR roN / o o �t.lr' Adila PRap 4 s s�EM f!,?® OVE C1Ft0A asp ezo s�OH SPE 100 F3,w�� �at:�t 't�E/�� �t15� 3 O° STONE$GEw 0• � ;��BQ�tok D [1]Lzao cAcccw PRECAST sfrnc rANK ro�x za'L/ofnD oernf V.DISH O r$ .PPHN !61 B Fr.Ohtx 2 FT DEEP PI Ea4ST CONORE7B LEACHING POOLS ■= MONUMENT 00/ C P W P��- W7H.r SAND COLLAR 2'ABOW fX WND WA70? FLD_opi� o W00D P ELEVA 77ONS ARE REFERENCED TO N.A.V D. 88 ` O�t�,11 MHwM FLOOD ZONES FROM R7RM 36103CO164H Abandonment of existing sanitary systetwQf`.be ` 1.��y � NO TE.'SUBSURF conformance with department requirement Submit TlF U �\�! SYSTEM D CS G E �E"��P SA ® x N"- ®� - �� I am familiar with the STANDARDS FOR APPROV Lcom leted form Sas pr pOl) B NFr � ++Nj JOSEP Fl � �� � T.ME ®� AND CONSTRUC770N OF SUBSURFACE SEWAGE p 38 56324 9.32'4�, sHOBAR ounl DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES 3j' 2 yy a1 8� ATER a and will abide tr the conditions set forth therein and on the (631) 76 1 ��� a� permit to construct: I � `J/( The location of wells and cesspools shown hereon are WOOD VOCRp,MP B ZOO from field observations and or from data obtained from others. OPj $ON) � �-- ANY AVERA77ON GR ADD17TON TO THIS SURVEY IS A WOLA77ON �VZ FOR $EA (�' C� - a s� " LIC. NO. 49618 OF sECnav 72090E THE NEW Yrorta STATE EDUCA7701V LAW, \ T`�i �- AREA = 14,502 SO. FT. �p°� s, P.C. ExcEPr As PER sVcnON 72o9-SUBO1W9Ov z ALL cERnF7t.AnoNS FAX P.C. 765-1797 HEREON ARE VALID FOR THIS AAP AND COPIES THEREOF ONLY IF 1 l TO TIE LINES P o. eo 9os SAID MAP OR COPIES BEAR 7HE IMPRESS SEAL OF 7HE SURVEYOR l 1230 TRAVELER STREET WHOSE MGNATURE APPEARS HEREON Lr SOUTHOLD, N.Y. 11971 11-198 I BUT SUFFICIENT TOKEEP SITE SCDHS REF # PRE-17-1048 SEDIMENT ON SITE SURVEY OF PROPERTY MAY BAIL AND/OR SILT FENCING o A T CUTCHOG o TOWN OF SO UTHOLD ° 09/06/2017 JOHN T. METZ&ER x,0 CHAPTER `2`36 COMPLIANCE SUFFOLK COUNTY N. Y. - i OIL DATE- CHAP yip rir 'ihr-_ti y �>rGwJ :?Ya, -� N.Y.S. LIG. NO. 48618 o ` <'_:' ,, '' R �LL STORMWATER MANAOMENT CONTROL PLAN FRED SILVER ` ° APPLICANT' h STORMWATER DETAILS _ _ _ 1000-104-07-10 PEGONIG SURVEYORS, P.G. � � 5.G.T.M. 1000 104 07 10 = z. (631) 765-5020 FAX (631) 765-1797 SCALE.• 1 30 1570 MA50N DRIVE. P.O. SOX 909 F CONSfRUCT10NEMTR/WCF-FOUNDATION ° PROPERTY SEPTEMBER 6, 2011 ADDRESS' GUTGHOGUE, N.Y. 11`135 1230 TRAVELER STREET OFCOMPACTED3/4"STONE BLEND 5OUTHOLD, N.Y. 11971 OCT. 20, 2011 (ADD1710NS) LLT01B"(M) T EXISTINGR CA APRIL 16, 2012 (REVISIONS) HAY BAIL ANDIOR I GRADEMRDRAINAGE SILT FENCING JUNE 16, 2016 (REVISIONS) i PLAN VIEW LLING MAY 1 0 S) pWE c WA R JUNE 28, 2017 (REVISIONS) RADE \ �BLI YACNO E)agn N_ P .GARI ROAD 09-oa-2017 SEPTEMBER 6, 2017 (STORM WATER) �WELLlN G�R HAV BAIL AND/OR CONSTRUCTION ENTRANCE"FOUNDATION OF COMPACTED A SILT FENCING RLLT08(Min)ABOVE EXISTINGGGRADEFORDRAINAGE p�6LI0 W CROSS SECTION G?oL TEMPORARY CONSTRUCTION ENTRANCE '( 010 EET� w / v � SCALE: NTS 0 5"(R / 1 CL BL Te IN /NIO LINE& c R 7' LIGROHPBpLEs 1 CMf ASSN /p�,. / 05\1 F�5 3a+ c 05'W ` 1+'-0-MAX, ll / FLOW twat. yl N n s / � fEO�, �c / i//2'24!30 4A1 N BUILDING CODE INFORMATION: RADE /W N r 1� C GK N • Int. Residential code - NY EDITION 2015. 4" VERTICAL y/1r y y y y y y 61' CMf n y� Sp\E a1 BUILDING COVERAGE CALCULATIONS: INT. ENERGY CONSERVATION CODE 2015 Cp 2015 INTERNATIONAL MECHANICAL CODE SLOPE FACE y gyp y 2-E ZN /��\` E �/'\1 n O AREA IN SQUARE FEET EXIST NEW TOTAL 2015 NATIONAL STANDARD 014 NATIONAL ILCODE PLUMBING CODE 0. E P ' I BUILDING COVERAGE: 1513 706 2219 / 1 10' s 2075 INTERNATONAL FUEL GAS CODE Q Q ?n / 1 �10�//E 1 MW• me D m FRONT PORCH 0 77 77 BEDDING DETAIL PERSPECTIVE VIEW + 7- �o t\po N / t / z Q Z �/y 1 t OND�; m1 Z TOTAL BUILDING COVERAGE: 1513 783 2296 BUILDING SITE CHARACTERISTICS: 150.6$ Ir- n y x LP°�� t\LA B oRccrEM m �- IMPERVIOUS COVERAGE CALCULATIONS: NUMBER of STORIES: 2 ANGLE FIRST STAKE TOWARD d�� r Ss" MINIMUM 2 x 2 �/ li S pT1C SYS 1 1 5T AREA HEIGHT OFSTRUCTURE: FLOOR: 2219 SF P OUSLY LAID BALE. /� FENCE POST r \ (2 �� AREA IN SQUARE FEET EXiST NEW TOTAL_ .C.. �`< Q OG7 L1• E OF E NEW BUILDING AREA: 1321 SF r a �� O� OSEO LIN ENC BUILDING COVERAGE: 1513 783 2296 FLOW _ ��'< �^ WOVEN WIRE FENCE pRON.1 pORCN PROP ACES at$LLT f DRIVEWAY: 650 TBD TBD CONSTRUVOLUME OCTION CLASSIFICATION: 58173 CF / (Bx! -10110 WWF)-----__ i O C f^y tf^ O \� \�� 13• HAS REAR PATIO: 191 TBD TBD TOTAL LAND AREA DISTURBED: 783 SF FILTER CLOTH A ti p / steps AND LANDINGS: 45 TBD TBD L: i•< ^ .L`�� - - ,� \ ONCRE c ^T, Retaining wall: 26 0 26 DESCRIPTION OF BUILDING USE: G , - SLOPE W/GRP \ \4 Nb- CLEAN w f ,D Z ylAl KWAYS• 120 TBD TBD _ OUT 7 CO � Z � TOTAL IMPERVIOUS COVERAGE: 2615 TBD TBD USE GROUP R-5, SINGLE FAMILY RESIDENTIAL EW NOWAgRICY W O BOUND MAY BALES EMBED FILTER CLOTH PER US LKWA �r Y C m mp PLACED ON CONTOUR MIN. 9" INTO GROUND z �, N 11 SpND 1�l 0 1 Sp1�oN n o 'T1 FLOOR AREA RATIO CALCULATIONS: MAXIMUM LIVE LOADS: " OF 1.7' STORY P LL1NG tn Z O ;O 60 PSF FOR DECK / BALCONIES ^l __ 2RE-BARS: STEEL PICKETS OR PROPOSES LSI FENCE p001�OSRE 1 Sn fa�YF A �, D O O AREA IN SQUARE FEET EXIST NEW TOTAL 2"x 2"STAKES 7.6'to 2' IN GROUND. NOTE: .7') 40 PSF FOR FIRST FLOOR DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA pLES & m RENOVA F FLR• EL' OP �t�1 U 0 O FINISHED FIRST FLOOR AREA: 1513 706 2219 30 PSF FOR SECOND FLOOR HAY BALES. 112 ACRE 1100 LINEAR FEET NAYS z ( PR P FINISHED SECOND FI AREA: 0 615 615 30 PSF FOR ROOF SNOW LOADS o` TASK Pj7r m TOTAL AREA: 1513 1321 2834 ANCHORING DETAIL SECTION DETAIL z ' 1p2 cN. u ITS STRAW BALE DIKE DETAILS SILT FENCE DETAILS d _m N r r �a�E oFLOpD SCALE: NTS SCALE: NTS C o z c Z v m 2a D 01 .1N_K'NO SILBER PROPERTY ZONING ANALYSIS o o T- TrT1 \ '- 14.0 / f E LOT AREA: 14,502 SF S"THICK PRECAST C7 L/1 0 M 71'1 1 / 1 DWS O Z"W ZONE: R-40 RESIDENTIAL ONE FAMILY ZONE BLOCK/LOT: 1000-104-07-10 CONCRETE TRAFFIC EXISTING GRASS :t1 r- r N -T1 BEARING SCAR. u1 Z n OU BR1CY /r A ZONING REQUIRED EXISTING PROPOSED STATUS GRASS SHOULDER SHALE ARta D1 O r NEW P pN0 WpLKWA NEW 1NG + Sip tD MFA•TYPICAL GST IRON INLET t,l c) 1N S V LpNO \\ MIN. LOT AREA 40,000 SF 14,502 sf NO CHANGE EXISTING GRATE k FRAME Z' CTl X10 OW, pERN0U5 \ j p1 LOT WIDTH 150.0' 75.0' NO CHANGE EXISTING GRADE GRADE 1 PP I � SANG S"THICK REINFORCED REMOVE EX1S FE �k11 1N y 0 LOT DEPTH 175.0' 196.69' NO CHANGE CONFORMS _ �II�I� THICKCONCREINFOTE RCED 1.6E PATO CMF FRONT YARD SETBACK 35.0' 69.80' 58.79' CONFORMS BEARING SLAB 1\C sxs" 'L' REAR YARD SETBACK 35.0' 80.93' NO CHANGE CONFORMS m -_j 17 E.{E 2"ASPHALT R D SURFACE 224" DIAMETER EXIS�NG SOR FtLLE�10 5 O opO5E0 &NS�FFENCE SIDE YARD SETBACK (left) 10.0' 7.20' NO CHANGE EXISTING '�`®'®'®'®111 �� TYPICAL. INLET IN RATE �ZO gS0 SCpON OSPEC\FICA O`C`�.4 � O O Ep STV?PN>� o3,W SIDE YARD SETBACK (righT) 10.0' 11.70' NO CHANGE CONFORMS `fir COMBINED SIDE YARD SETBACK 25.0' 18.9' NO CHANGE EXISTING o D =®® NN v N•pISH 00 14 NES MAX LOT COVERAGE 20% (2900 SF) 10.91% (1583 SF) 17.3% (2509 SF) CONFORMS CLEAN SAND k RECAST Sal OO�SSO RES WPMIN LIVABLE FLOOR AREA 850 SF 1381 SF 2583 SF CONFORMS 133111=1=1 GRAVEL CONCRETE �/ O�j w0p0 BUILDING HEIGHT 2 1/2 STY. / 35.0' 1 STY. / 18.4' 2 STY / 23.5' conforms 03®=Ifs :',•;:;: CHIMNEY FLo�A/ B• DIAMETER x 8' III I 0 Q.v MNwM DEEP : b V III 03M C2PREl` , ®®® LEACHING CRINGR IIII1= L�W,�_ D O ®®® 1 S TRAFFIC SOp AL9' 11 SNE c 00 •Ri► BEARING DRAINAGE ❑®® PIPE.TYPICAL o® '1'1111111= �I_ '600- 711E LIN f ' „ DRAINAGE INSPECTIONS ARE REQUIRED W.LJ-IIIA - OO® - 10' DWAEn7i x 4' p0 241 g Itlil 00vm PDEEP RECAST CONCRETE Wo }N�324� •32�1+ Contact TOS Engineering at 765-1560 before CLEAN eANat GRAVEL =l�il Z = DO VIIf LEACHING RING. �/� ?�, O2�� 569 8� R lJ �1• ���j� Backfill, OR Provide Engineer's Certification 3 GROUND =VIII WATER 2•-0" 8'-0" Do. 2•-0�� "I = CLEAN SAND"` ITm AD that the drainage has been installed to Co e. in. Min. 3 w�ouRo R� Y VE IRR &IR �O Min. Diameter Mtn. CLEAFILLN SAND 0 Dor-1-III S N) o�S FOR k�t EROSION &SEDIMENT CONTROLS Shall include but not be limited to: Typical Section @ Leaching Pool `� .f Typical Section Leaching Pools A well maintained Construction Entrance, GRASS SWALE DETAIL. Scale : NTS Scale: NTS L Wire Backed Slit Fencing,stabilization & SEP77C SYSTEM DETAIL J ■ = MONUMENT HOUSE slate or other NOT TO SCALE F.F. EL. 8.7' suitale cover Cast Iron W ELEVATIONS ARE REFERENCED TO N.A.V.D. 88 stopper end plug Locking Cover TEST HOLE DATA APPROVAL OF STORMNATER MANAGEMENT EL. B.0' FINISHED GRADE 5%SLOPE MAX. o McDONALD GEOspENCE CQ;"flJ'RO PL N -To Code h e 2 6 I.E. 5' o 1 111410 w mosonary chimney 09/07/11 2 SONARY CHIMNEY EL.8' Date: -{ 7 FLOOD ZONES FROM FIRM 3610JC0164H > 6UIN• 'I 1 MIN 0 " MAX ,Gll� clean out 12 �` BROWN SILTY Approv d by: (-'^- LE. 18" I.E. ®:®:i`3tifl�;:. ; :;i I SAND SM QF NEI''1/ I am familiar with the STANDARDS FOR APPROVAL s" 5.8' �1.E ►: > ': 2' ��� 710 6.3' AND CONSTRUCRON OF SUBSURFACE SEWAGE 1/4' per foot min. Pitt 1/8' per foot min. 5.6- :�. , ; :<: :.1: ;:. _ 2.5' g'� �� th_TZ, min. 4" dia. pipe class 2400 pitch min. 4" dia. pipe CENTER POOL OF - C DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES pipe or equal min class 2400 pipe or equal (6)POOL CLUSTERS - PALE BROWN ` �_ 1. 6 r z LEEP FINE SAND SP �q 'A and will abide by the Conditions set forth therein and On the 1250 GAL. PRECAST SEPTIC TANK 2'm in. EEP _ " !t '.o�T. permit to construct. 10'0 x 2.5' LIQUID DEPTH GROUND WATER---- --- EXSPANSIOPOOLS ---------- 6.4' ------------ EL.1.6' SUBSURFACE SEWAGE DISPOSAL . ¢ EL.1.6'---- EL.1.6' EL.1.6' WATER IN PALE T, --------------- � „� � _ BROWN FINE , ._:,..- 7he location of wells and Cesspools shown hereon are HIGHEST RECORDED GROUNDWATER , SAND SP SYSTEM DESIGN BY. A. from field observations and or from data obtained from others. BACKFILL MATERIAL TO BE CLEAN SAND ec GRAVEL f 13. JOSEPH FISCHETTI, PE ANY ALTERATION OR ADDITION TO THIS SURVEY /S A VIOLATION RAIN RUNOFF CALCULA77ONS PROPOSED SEP77C SYSTEM HOBART ROAD Y.S. L/C. NO. 49618 OF SEC77ON 7209OF 7HE NEW YORK STATE EDUCATION LAW. 239.2 X 1 X a17- 406.6 (4) BEDROOMS SOUTHOLD, N. Y. 11971 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER77FICA77ONS 406.6/42.2- 9.6 W [111,250 GALLON PRECAST SEP77C TANK. 10.0 x 2.5'LIQUID DEPTH (631) 765-2954 CONIC•SUR MORS, P.C. (631) 765-5020 FAX (631) 765-1797 HEREON ARE VAUD FOR 7HIS MAP AND COPIES THEREOF ONLY IF PROVIDE(3)DRY WELLS 80 X4'DEEP [6]8 FT. D/A.X 2 FT. DEEP PRECAST CONCRETE LEACHING POOLS AREA = 14,502 SO. F7. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WITH 3'SAND COLLAR 2'ABOVE GROUND WATER P.0. BOX 909 WHOSE SIGNATURE APPEARS HEREON. TO TIE LINES 1230 IRA VELER STREET SOUT-IOLD, N.Y. 11971 11-198 SURVEY OF PROPERTY AT CUTCHOGUE �INc TOWN OF SO UTHOLD ` tjq i,0 WA TER SUFFOLK COUNTY, My P� 4I 1000-104-07-10 pN1E��IWATER SCALE: 1'= 30' PuBI'IC SEPTEMBER 6, 2011 GL EL. OCT. 20, 2011 (ADDI TFONS) o APRIL 16, 2012 (REVISIONS) j JUNE 16, 2016 (REVISIONS) D!�� SV,EE_MAY 25, 2017 (PROP. ADDI TIONS) CL• w JUNE 28, 2017 (REVISIONS) 1.8 SON •�'f P u i w CMF DECEMBER 11, 2017 (FOUNDA 770N) A►7 llw 15.3A E 0.5'w w /w / '3QaE FE0'1N EL BUILDING CODE INFORMATION BUILDING COVERAGECALCULATIONS• Int. Residential code - NY EDITION 2015. r INT. ENERGY CONSERVATION CODE 2015 2015 INTERNATIONAL MECHANICAL CODE g 1' CMF N AREA IN SQUARE FEET XiST NEW TOTAL 2014 NATIONAL ELECTRICAL CODE C3 BUILDING COV1513 706 2219 2015 NATIONAL STANDARD PLUMBING CODE FE. 00 FRONT POERAGE:RCH 0 77 77 2015 INTERNATIONAL FUEL GAS CODE 0.2 n -+ TOTAL BUILDING COVERAGE: 1513 783 2296 BUILDING/1ITE CHARACTERISTICS- 7- 68� N N G m IMPERVIOUS COVERAGECALCULATIONS- NUMBER OF STORIES: 2 15068 �5Q• HEIGHT OF STRUCTURE: 23.5' O x AREA IN SQUAREFEET XiST NEW TOTA AREA - LARGEST FLOOR: 2219 SF 0TI BUILDING COVERAGE: 1513 783 2296 NEW BUILDING AREA: 1321 SF s rn DRIVEWAY: 650 TBD TBD VOLUME OF NEW STRUCTURE: 17173 CF M CONSTRUCTION CLASSIFICATION: 5B p REAR PATIO: 191 TBD TBD "r steps AND•LANDINGS: 45 TgD TBD TOTAL LAND AREA DISTURBED: 783 SF 1;107 Retaining wall: 26 0 26 WALKWAYS* 1 1�D Ta DESCRIPTION OF BUILDING USE: D 0 142' TOTAL IMPERVIOUS COVERAGE: 2615 TBD TBD USE GROUP R-5, SINGLE FAMILY RESIDENTIAL V � COPOR�O SAME ' �, v o y z FLOOR AREA RATIO CALCULATIONS: MAXIMUM LIVE LOADS I Cn 1 201,7 1 W m 7, O AREA IN SQUARE FEET XiST NEW TOTA 60 PSF FOR DECK / BALCONIES I L.1J (_.:. I !! 1 13.5 i 29.6 r (7 r I FINISHED FIRST FLOOR AREA: 1513 706 2219 40 PSF FOR FIRST FLOOR M O r O 30 PSF FOR SECOND FLOOR J ( Z O FINISHED SECOND AREA, 0 61 615 B*�� Try�.r*yn• 1 1 '2 STM 15.5 m D G3 'n TOTAL AREA: 1513 1321 2834 30 PSF FOR ROOF SNOW LOADS z7 .Gi 1Ln TA 'TOWN OF SOU HOLD c7 ;1 UNOERENO A�N�QN z O O M = D 1 OD W o o 1 �+ D ZOp�NF� SILBER PROPERTY ZONING ANALYSIS n r N \ Z FLS ZONE: R-40 RESIDENTIAL ONE FAMILY ZONE BLOCK/LOT: 1000-104-im AREA: 14,502 SF p C V) -n 1 40.5 ZONING v > z D A REQUIRED EXISTING t= -+ m 11.6 � FE STATUS A ; C7 _ m 0.2'W MIN. LOT AREA EXISTING z � fT1 V z 40,000 SF 14,502 sf m 1 / _► LOT WIDTH 150.0' 75.0'LOT DEPTH EXIST NG175.0' 196.69' CONFORMSFRONT YARD SETBACK35.0' 69.80' CONFORMSREAR YARD SETBACK 80.93' to 35.0' CONFORMS 1.6E SIDE YARD SETBACK (left) 10.0' 7.20' NO CHANGE EXISTING / CMF SIDE YARD SETBACK (righT) 10.0' 11.70' NO CHANGE CONFORMS COMBINED SIDE YARD SETBACK 25.0' 18.9' NO CHANGE EXISTING FE MAX LOT COVERAGE 20% (2900 SF) 10.91% (1583 SF) 17.3% (2509 SF) CONFORMS 03 W MIN LIVABLE FLOOR AREA 850 SF 1381 SF 2583 SF CONFORMS Iq BUILDING HEIGHT 2 1/2 STY. / 35.0' T11. DISH 1 STY. / 18.4' 2 STY / 23.5' conforms W PLL FLOOD 1/ vfOOp R TEST HOLE DATAE M0\40 / A/CDdVi1LD 1 051dENf 10? *1`469, 09 '7 D " EL.8' BROWN SILTY WOOD SAND SM 2.5' 3831 �O2bly S69"��•8A, f/, PALE BROWN Civ FINE SAND SP 6.4' ------------ EL.1.6' N000 DOCK t ( 1 009 WATER IN PALE (VE SEASON) BROWN FINE 0V1 FOR SAND SP t 1 NO TE: l SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN BY- JOSEPH F/SCHETTI, PE AREA = 14,502 SO. FT. HOBART ROAD SOUTHOLD, N.Y. 11971 TO TIE LINES (631) 765-2954 ■ = MONUMENT SEP77C SYSTEM DETAIL z HOUSE slate or other NOT TO SCALE _' ELEVATIONS ARE REFERENCED TO N.A.V.D. 88 F.F. EL. 8.7' suitale cover stopper end plug ///--- Cast Iron W / Locking Cover Q. EL. 8.0' / FINISHED GRADE 5Z SLOPE MAX. a FLOOD ZONES FROM FIRM 36103CO164H I.E. 6.5' - masonry chimney 12" �61V11N. II- MIN. CHIMNEY I am familiar with the STANDARDS FOR APPROVAL clean out A I.E. 18" I.E. I :I tm AND CONSIRUC770N OF SUBSURFACE SEWAGE 6" .�.._ 5.8' �,�•��.,,..•:..,•.,. 2' DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES 1/4" per foot min. pits 6.3' 1/8•per foot min-/1'E' min. 4" dia. pipe class 2400min. 45.6' :1�,I •',:';.`..':'.':. "( j t. pitch ' dia. pipe and will abide by the conditions set forth therein and on the pipe or equal min ; . •. pipe or equal CENTER POOL of Gj r, E, C class 2400 q _ (6)POOL CLUSTERS •�S�`t� <"�` j' permit to construct. 1250 GAL. PRECAST SEPTIC TANK 2m in 8'x 2'DEEP > >;. 10'0 x 2.5' LIQUID DEPTH GROUND WATER (3) A 0 2'DEEP t3 EXSPANSION POOLS EL.1.6'---- --------------- EL.1.6' -----SHE -- The location of wells and cesspools shown hereon are --------------------- EL 16' „ HIGHEST RECORDED GROUNDWATER I �' from field observations and or from data obtained from others. BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL ANY AL7ERA770N OR ADD177ON TO THIS SURVEY/S A WOLA77ON OF SEC77ON 7209OF 77-1E NEW YORK STA7E EDUCA770M LAW. PROPOSED SEP77C SYS7EM XCEPT AS PER SECTION 7209-SUBDlV7SION 2 ALL CER77FICA710NS (4) BEDROOMS �t -�•.- •'- : LIC. NO. 49618 HEREON ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY IF [1J 1,250 GALLON PRECAST SEP77C TANK. 101/x 25'LIQUID DEPTH PES N C41SURVEYORS, C. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR [6J 8 FT D/A.x 2 FT DEEP PRECAST CONCRETE LEACH/NC FOOLS (631) 76=5020 FAX (631) 765-1797 WHOSE SlGNA7URE APPEARS HEREON. WTH 3'SAND COLLAR 2'ABOVE GROUND WATER P.O. BOX 909 SOUTHD, MY STREET 11-198 SURVEY OF PROPERTY SCDHS REF No. R10-17-0050 A T CUTCHOGUE �L,NG R TOWN OF SO UTHOLD °B,C WAS SUFFOLK COUNTY, N. Y. P 1000-104-07-10 pWELL.NG SCALE.- 1'= 30' PLjBt'IC SEPTEMBER 6, 2011 C►- E►- OCT. 20, 2011 (ADDITIONS) ° APRIL 16, 2012 (REVISIONS) •�Ry V ETA / JUNE 16, 2016 (REVISIONS) GU E� D �N STRu / WATER MAY 25, 2017 (PROP. ADD/77ONS) 7,6 TER a / VALVE JUNE 28, 2017 (REVISIONS) UB�IG ju / , f cMF w DECEMBER 11, 2017 (FOUNDA770N) �� So XPi`' 5.34 c5 - MARCH 9 2018 FINAL 1"' E� BUILDING CODE INFORMATION: , ( ) W / 3�"E �•1'N �- T•4' BUILDING COVERAGE CALCULATIONS. Int. Residential code NY EDITION 2015. / A INT. ENERGY CONSERVATION CODE 2015 APRIL 23, 2018 (PROPANE TANK LOCA 170N) u 272. \ 0 2015 INTERNATIONAL MECHANICAL CODE UT POLE G-�� N AREA IN SQUARE FEET EXiST NEW TOTAL 2014 NATIONAL ELECTRICAL CODE LIL 5 EL' F / L BUILDING COVERAGE: 1513 706 2218 2015 NATIONAL STANDARD PLUMBING CODE # $� GM PROPANE O 2015 INTERNATIONAL FUEL GAS CODE r FRONT PORCH 0 77 77 TANK 'o TOTAL BUILDING COVERAGE: 1513 783 2296 0 ® BUILDING/SITE CHARACTERISTICS: v_ IMPERVIOUS COVERAGE CALCULATIONS: NUMBER of STORIES: 2 N� 13'3 r HEIGHT OF STRUCTURE: 23.5' 0.(jS N LnLPI I / 7- AREA IN SQUARE FEET EXIST NEW TOTAL AREA - LARGEST FLOOR: 2219 SF 5 / \ �I BUILDING COVERAGE: 1513 783 2296 NEW BUILDING AREA: 1321 SF 1 0 VOLUME OF NEW STRUCTURE: 17173 CF 00 -1 �,k O�\tel \ DRIVEWAY: 650 TBD TBD CONSTRUCTION CLASSIFICATION: 5B r A I ( / t REAR PATIO: 191 TBD TBD TOTAL LAND AREA DISTURBED: 783 SF steps AND LANDINGS: 45 TBD TBD Io. 2 Retaining wall: 26 0 26 DESCRIPTION OF BUILDING USE: M�1 y 1 \ST WALKWAYS: 120 TBD TBD NO N ��/ 14.2 TOTAL IMPERVIOUS COVERAGE: 2615 TBD TBD USE GROUP R-5, SINGLE FAMILY RESIDENTIAL • REO A Dw W/GRATE 1 CO ORCpME ao D Z FLOOR AREA RATIO CALCULATIONS: MAXIMUM LIVE LOADS: CZ WOOD POST 5 1 STM M 7,% m Z 0 AREA IN SQUARE FEET EXIST NEW TOTAL 60 PSF FOR DECK /BALCONIES W PANEL C 0 � 40 PSF FOR FIRST FLOOR 13.5 N 28,6 ` it ()(- p FINISHED FIRST FLOOR AREA: 1513 706 2219 30 PSF FOR SECOND FLOOR N11 1 p r O FINISHED SECOND FL AREA: 0 615 615 30 PSF FOR ROOF SNOW LOADS FRAMED 12.5' m D L7 TOTAL AREA: 1513 1321 2634 OVERHANG FR NOS 7- M C7 m V N CL z o o ����/ SILBER PROPERTY ZONING ANALYSIS O � A FLOOD ZONA ZONE: R-40 RESIDENTIAL ONE FAMILY ZONE BLOCK/LOT: 1000-104-07-10 LOT AREA: 14,502 SF SEPTIC LOCATION �`'/ - AlLn C70 y LA .� 43.7' / ZONING REQUIRED EXISTING PROPOSED STATUS 0 D Z D �► m 11.6' DECK I FE A n1 D�i� 0,2"w MIN. LOT AREA 40,000 SF 14,502 sf NO CHANGE EXISTING NX "B" z v r� �I z LOT WIDTH 150.0' 75.0' NO CHANGE EXISTING ST m .+ LOT DEPTH 175.0' 196.69' NO CHANGE CONFORMS 19 32 0 / FRONT YARD SETBACK 35.0' 69.80' 58.79' CONFORMS 23' 44' Dw m REAR YARD SETBACK 35.0' 80.93' NO CHANGE CONFORMS SIDE YARD SETBACK (left) 10.0' 7.20' NO CHANGE EXISTING LP21 26.6 40' I / CMF SIDE YARD SETBACK (righT) 10.0' 11.70' NO CHANGE CONFORMS / COMBINED SIDE YARD SETBACK 25.0' 18.9' NO CHANGE EXISTING MAX LOT COVERAGE 20% (2900 SF) 10.917 (1583 SF) 17.3% (2509 SF) CONFORMS ,. MIN LIVABLE FLOOR AREA 850 SF 1381 SF 2583 SF CONFORMS 0'3 w BUILDING HEIGHT 2 1/2 STY. / 35.0' 1 STY. / 18.4' 2 STY / 23.5' conforms 14 V.DISH W A�� FLO IO�/ 1IIOOD Pv TEST iuAHOLE atA E� ZOP D o9/b7/'it EL.B' BLKD• Tlf CINE /''�/ a wooD Nj 24. "32,Ar%W BROWN SILTY _�.� SAND SM ,...,-., _' -1-Y � q 383 O?� 509 .1.54 S!„'i-1 E-�CC' ',I 1 a J:f ARCT iril:Nrr OF Ii ALTH SERVr%,E% �' 25' A.PP!iC'. %i C,-CONSTRUCTEDV,'ORKS FOq � PALE BROWN r iC¢r^` t' -E.NC.E FINE SAND SP �`�•= .`�ti,L�. FAM lLY RPE.., ..S,r0", 6.4- -------------- EL 1.6' (j`4.4.� MAY_ 0 1 2052 vus.^�.;. [�.O._R /6 - I7_C, wooa��CRPspN� WATER IN PALE x �� fop,5E BROWN FINE T�C"_. C.C:; �1 7rj v;.-tC; :'.� ..'= 81 E''.t�.�.r_.. 1 0� SAND SP i^^fin ,,,. �� r .f..ipS ,.4 ) :'^ '.^'1 i " NOTE. �' ''� c '�''� t y '"D ^:�;;�.n!cr a'hCr ,,;,c^ SUBSURFACE SEWAGE DISPOSAL cnd rrJc!nd SYSTEM DESIGN BY- be be Srb,,-!'3Ct0ty FOR t�°',i;lr U` �; BEDiiGCwiS. JOSEPH FISCHETTI• PE HOBART ROAD SOUT HOLD,N.Y. 11971 AREA = 14,502 SO. T. L TO TIE LINES .� c�4 GG Gi 1�. �tewate�Mr2�^.,...�• ■ = MONUMENT SEP71C SYSTEM DETAIL HOUSE slate or other NOT M SC" F.F. EL. 8.7' suitale cover D; ELEVA77ONS ARE REFERENCED TO N.A.V.D. 88 topper end plug Locking Cover st Iron o EL. &0' FINISHED GRADE 516 SLOPE MAX. a D I.E. ,Il:=:ul :„ m:::::r,:..,-:::::- ?;;i1i':::u:; _ii �rzi>Fr;:il: e;;'�-. , E":ani":i .. 'tls;!!t mosanor knney lilT 'I -IRM si..... FLOOD ZONES FROM FIRM 36103C0164H 6.5' h �MONARY CHIMNEY Ell.,.. 2'MAX 12- deon out am familiar with the STANDARDS FOR APPROVAL I.E. : •.« 1u1 i E �:�:� :: .:' I _ JUL 1 0 2018 AND C0NS7RUC77ON OF SUBSURFACE SEWAGE 1/4" per foot min. pitc63-h 1/8'per foot min.-/' Re OF tic- DISPOSAL SYSTEMS FOR SINGLE FAM/LY RESIDENCES min. 4" dia. pipe class 240o x„ pitch min. 4' fila. pipe cENiErs Poa of e� -�.!! ,-,�° �; p�-��Tn��r pipe or equal mrr,,y_ .. .............. .. ...... .. . doss 2400 pipe or equal i (6)POOL CLUSTERS f<1(IJ �� C, C t'll'j LNG D� and will abide by the conditions set forth therein and on the 8 0 2 DEEPr . 1250 GAL. PRECAST SEPTIC TANK ;"i�:,`� "�' 3 8' 2'DEEP 1I'• i 4 ^'' �' �j.<"�T` f!��D permit to construct. t) - 10'0 x 2.5' LIQUID DEPTH GROUND WATER EL 1 6 ExsPANs1oN POOLS --_ j!1 =s' EL 1.6' f ,_, T+ ,: EL.1.6' --- ----------------- _- __ 1 __ ____-_ 3:; -R I • � ���'' ji:�l'i�� ,1t311i1� Ili�.""'�.2}I �l�ItiU,.�;i��3��-t ��`....' {w.:••� The IOCOt%On Of Wells On cesspools shown hereon are HIGHEST RECORDED GROUNDWATER i„ :,.,, from field observations and or from data obtained from others. BACKFILL (MATERIAL TO BE CLEAN SAND & GRAVEL rr / ANY ALTFRA710N OR ADD177ON TO THIS SURVEY IS A WOLA77ON PROPOSED SEP77C SYSTEM `%' ,0','J•4=:`�'��' S. LIC. NO. 49618 OF SECTION 7209OF 7HE NEW YORK STA7F EDUCAVON LAW. 4 BEDROOMS EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER77nCA77ONS PECON/C;�SUR-VE,)'ORS, P.C. HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF [T]7,250 GALLON PRECAST s>me rANrc roe x 25•uouro DEPTH (631)"765-5020 FAX (631) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR (61 8 FT. DIAx 2 FT. DEEP PRECAST CONCRETE LEACHING POOLS P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. WTH s'SAND COLLAR 2'ABOVE GROUND WATER 1230 7RAVELER STREET SOUTHOLD, MY 11971 11-198 110u1tJYIIIiNeu•iWtliWstei � Co o } I STAT NEW ASPHALT NEW ASPHALT AL 6903['" NEW ASPHALT 3 12 12 � SHINGLE ROOF 5 1/2 12 SHINGLE ROOF AR 4144 39438 NEW DOUBLE-HUNG SHINGLE ROOF � ® ® NEW AWNING co 306556 ` V WINDOWS - _--- - WINDOWS 3 CT AR10010416 1 .F. CEILING 1 DC ARC101671 DE S5-0007112 0 NEW AWNING NEW ASPHALT FL AR-0014957 HI AR-12241 WINDOWS 12 `O -- SHINGLE ROOF ® GA RA012044 N �7 IA 05635 • • ID 76 SECOND FLOOR 001-01 55 IL 001-018555 _ _ KY 5765 LA 7305 . . TIN N MA MD 1338213 F1 7 Al ME 3876 _1_11 IL LLU MI 1301050897 ILA MN 43625 MO A-200HIM4010593 M -- MS 4548 W — _ _ _ _ _ _ FIRST FLOOR I — L_ _ -- Li - - NH 3166 NJ A106924 r� NY 014401-1 EXISTING BRICK NEW GARAGE NEW DOUBLE-HUNG NEW DOUBLE-HUNG NEW DOUBLE-HUNG NEW IN-SWING NEW DOUBLE-HUNG NEW DOOR NEW DOUBLE-HUNG NC 8847 6137 CHIMNEY TO REMAIN DOOR WINDOWS WINDOW WINDOWS FRENCH DOORS WINDOWS WINDOWS NOH 113617 O 3 3 NEW COMPOSITE PA RA-013737-B N NEW COMPOSITE NEW COVERED NEW COMPOSITE 3 NEW COMPOSITE SIDING RI 3014 1 SIDING PORCH SIDING SIDING SC 7286 TX 18452 UT 6038167-0301 0 VA 0401-011024 n t=RONT (NORTH) ELEVATION n SIDE (EAST) ELEVATION n REAR (SOUTH) ELEVATION O SIDE (NEST) ELEVATION VT 2941 N WA 8670 1 5 ALE, 1/5" 1'-0" SI 1/6" I'-O" SCAtLM VS" I'-O" 5 ALES 1/5" 1'-0" WI 9728-005 • WV 3982 NEW JERSEY PROFESSIONAL PLANNER L100238700 7 NEW JERSEY CERTIFIED INTERIOR DESIGNER ID0000145 L INDIANA REGISTERED INTERIOR DESIGNER RID00092 0 (NCARB)MEMBER COPYRIGHT NOTE — — — — — — — — — — — — — — — — �- THESE PLANS ARE THE PROPERTY OF THE ARCHITECT. THESE PLANS CONTAIN PROPRIETARY INFORMATION OF SCOTT F.LURIE,ARCHITECT.THEY ARE SUBJECT TO FEDERALI COPYRIGHT AND OTHER APPLICABLE FEDERAL AND STATE PROPERTY,TRADE AND RELATED LAWS.THESE PLANS,INCLUDING THE INFORMATION CONTAINED WITHIN,SHALL NOT BE SHARED, 01 REPRODUCED,DISTRIBUTED OR USED IN ANY WAY 11 } BEDROOM WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. 11-0 v/1 ANY FAILURE TO OBTAIN SUCH CONSENT IS A V ' VIOLATION OF LAW,AND MAY BE SUBJECT TO CIVIL v I STUDY SITTING AREA ( AND CRIMINAL PROSECUTION AND PENALTIES. COMPUTER GENERATED DESIGN DRAWINGS ISSUED AS 0 PART OF A CONTRACTUAL AGREEMENT SHALL NOT BE ALTERED BY ANY ENTITY EXCEPT SCOTT F.LURIE, G_L• ARCHITECT.ANY CHANGES MADE BY OTHERS TO ANY DN PART OF THESE DOCUMENTS WILL INDEMNIFY SCOTT F. W THE NARROWS LURIE,ARCHITECT FOR ANY AND ALL ASPECTS OF BATH WOOD DOCK RESPONSIBILITY OF THIS PROJECT.THE PERSON AUTHORIZING SUCH CHANGES SHALL BEAR ALL COSTS i DN (FLOAT & RAMP) OF LEGAL DEFENSE AND ANY JUDGEMENTS ARISING rV AGAINST SCOTT F.LURIE.ARCHITECT FROM ANY w DISPUTES ARISING FROM ANY SUBSEQUENT ACTION ON ZLY� Z11S THIS PROJECT. I I I — � ATTIC 1-0 r - - - - - - ACCESS 5 6q° 52' 41" W 41.8'4'' 41 NEW ELECTRIC OPEN TO I ... -- - ° AND WATER LINES W BELOW RUN FROM THE (�J 0 0 00 Z o HOUSE ,;.; � NNNNN 3 I h' Q ZN `^' o � -J WOOD RET. 6 o N O 1-� 00 - d) J /, Uj � > oo — o , W 1 WALL � SO O af r- N CO "t , Q O Q /BUFFER-TURF O WOOD RET. O WALL - TOP OF 0 WALL EL. 4.9' C� O NEW STEPPING Z Q ZONING DATA REAR YARD STONES 0 W SET BACK LINE _ - - - - - - J 00:- REAR YARD Q � BLOCK/LOT NUMBER - 1000-104-07-10 SIDE YARD SET 1 00^ 1 SET BACK LINE Q W 0 Z BACK LINE I � a NEW PERVIOUS > I- ( � W - ZONE: R-40 NONCONFORMING LOT BRICK IN SAND W `-' \ NEW PORCH "'LU 10'-0 '1 PATIO I J Z / I S�C,ONP FLOOR FL AN USE GROUP: R-3 Q L - - - - - - - - J 50ALM 1/5" . 1,�. EX. STEPS, BILCO SIDE YARD SET Q Z � CONSTRUC11ON TYPE: 5B DOOR & PATIO 1 28 660 1 1 BACK LINE v 0 TO BE REMOVED I NEW LANDING Z N 3 & STEPS Q F-- BA-1 DESCRIPTION REQUIRED EXISTING PROPOSED VARIANCE 10'-0" --- EXISTING TREE ---1 U 0 REQUIRED - TO BE REMOVED w OL W -I ,� MINIMUM REQUIREMENTS FOR 1-FAMILY DETACHED DWELLINGS: , ) ) ? ~ J I 28-8 � - CONTINUING O 0 Z EW FOUNDATION ARE FOUNDATION I --- ------ _ EXISTING SETBACK Z PORCH EXISTING REPLACEMENT LINE OF - 0 3 0 ry Q LOT SIZE (SQ. FT.) 40,000 14,502 UNCHANGED NON-CONFORMING "INKIND IN PLACE" w ' SF. ABOVE #1570 fi J • DN 1 2 STORY WOOD 1 - NEW RVIOUS o LL Q 0- LOT WIDTH FT. 150 75 UNCHANGED EXISTING , FRAME DWELLING BRICK EN SAND ( ) NON-CONFORMING 4 ° NEW PORCH, STEPS WALKWAY 0 n LOT DEPTH (FT.) 175 191 UNCH 4 N & WALKWAY 11 7, O U e o KITCHEN _� _ a FRONT YARD (FT.) 35 69.8' 58.79' NO � f y ---- � "' n 1 - Z CONTINUING U 1 DINING FAMILY N 13.16 -� ROOM ROOM �F EXISTING SETBACK z ^` 1 ® 7.2' 7. 3.91 �� (V EXTENDING 2 , EX. STEPS & WALKWAY J Z SIDE YARD (FT.) 10 YES o, TO BE REMOVED U b� =0 1 11 7' EXISTING SETBACKS LL ST`S; 1 I CONNECT ROOF LEADERS 0 W BOTH SIDE YARDS (FT.) 25 18.9' UNCHANGED YES 4 I�� TO NEW PVC STORAGE c n` N Z 1 L.L 11J co TANKS EQUAL TO 1000 0 VJ Q,� ;1 - GALLON CAPACITY "� LO REAR YARD (FT.) 35 59.14' 50.63' (NEW PORCH) NO - ��-~ --r- - 1-- •— o� U BEDROOM 3 _ 5, ; LP ADDITIONAL GRAVEL Q V C �1` �� `�; ''\.A DRIVEWAY AREA TO 4 N ® LIVABLE FLOOR AREA (SQ. FT. PER DWELLING UNIT) 850 1,236 2,583 NO 00 `. %- ;�P%� LP % BE ADDED � VJ � >_ I/2 BA `� / �1 •�_•� � �1/ Z M Y o ��LP LP \% I FRONT YARD SET 0 LL_ 2 4 MAXIMUM PERMITTED DIMENSIONS: E I 1 " in �� E I BACK LINE LL; L O BA-1 ----- BA-1 GL. I EXISTING LOT COVERAGE (PERCENT) 20 10.8 17.3 NO DRIVEWAY p uP I LLI 0 JQ o v U BBEDROOM LIVING Roots BUILDING HEIGHT (FT.) 35 18'-4" +/- 23'-6" +/- NO _ _ NEW (4 BEDROOM) O 0 •— U N 'T2° 24' 30" E '15.54' SEPTIC SYSTEM CL ,- U 4 BATH NUMBER OF STORIES 2-1/2 1 STORY 2 STORY NO SHALL BE INSTALLED I DRAWN BY: 5TORA6E J . B . F. MASON DRIVE "0"�+ W PROJECT NO. COVERED 2 o Bidg pept copy from ZBA PORCH I FgAl reviewed documents MA5TER DN Date; 70� 2016-045 � BATHROOM AROH I TEGTUt L S I T PLra►N 5GALEI" • 20'-0"> #110uuu0 �,,^ fff s31171)� DRAWING NO. LO INFORMATION FOR THIS SITE PLAN WAS TAKEN FROM THE SURVEY BA- 1 —, PREPARED BY PECONIC SURVEYORS, P.C., 1230 TRAVELER STREET, • I+IRST FLOOR FLAN SOUTHOLD, NY 11971 - DATED APRIL 16, 2012. ��000 H 5GALEs I/8" - 1'-0" 17'1..i T T ® NEW ADDITION AREA �"- 1 00 LO I NEW ASPHALT NEW ASPHALT AL 6903 12 12 SHINGLE ROOF N NEW ASPHALT — 12 SHINGLE ROOF AR 4144 NEW DOUBLE-HUNG 311. 7 51/29 NEW AWNING AZ 39438 SHINGLE ROOF co 306556 WINDOWSK.F. CEIUNG - WINDOWS 1 3 oc ARC10010676 �-- NEW AWNINGDE S5-0007112 WINDOWS �D 12 FL AR-0014957 O - NEW ASPHALT 12 1 I _- - - SHINGLE ROOF 7® H A RRAR01222444 N 7 I r IA 05635 SECOND FLOOR • • 12 + -_-- _ 7 - = _ _ _ _ - - IN AR197 IL 001-0185558555 Nei 2�,�-� Th CEIUNG MD 13821 e ---------- � ME 3876 MI 1301050897 w MN 43625 EA IL MO A-2004010593 FlRST FLOOR Mr 3033 (�71+ - — - — — — — — NH 3166 NJ A106924 NY 014401-1 EXISTING BRICK NEW GARAGE NEW DOUBLE-HUNG NEW DOUBLE-HUNG NEW DOUBLE-HUNG NEW IN-SWING NEW DOUBLE-HUNG NEW DOOR NEW DOUBLE-HUNG NC 8847 ,- CHIMNEY TO REMAIN DOOR WINDOWS WINDOW WINDOWS FRENCH DOORS WINDOWS WINDOWS NV 1 _ ^ 3 OH 1361617 �J NEW COMPOSITE PA RA-013737-BCN \ — NEW COMPOSITE NEW COVERED NEW COMPOSITE 3 3 NEW COMPOSITE SIDING RI 3014 1 SC 7286 SIDING PORCH SIDING SIDING TX 18452 r� UT 6038167-0301 O FRONT (NORTH) ELEVATION � SIDE (EAST) ELEVATION n REAP, (SOUTH) ELEVATION � 5117E ONEST) ELEVATION Bldg Dept copy from ZBAent VA 8670 11024 ^ , VT 2941 `V A Final reviewed documents WA 8670 SCALE. I/8 I—O ZBA File# 7000 wl 9728-005 W Date: 1 / / b wv 3982 SGALE� I/8" • I'—p" SGALE� I/8" • I'—O" SGALE� 1/8" � I'—O" T • � � �� • NEW JERSEY PROFESSIONAL PLANNER LID0238700 7 NEW JERSEY CERTIFIED INTERIOR DESIGNER IDOD00145 L INDIANA REGISTERED INTERIOR DESIGNER RID00092 O (NCARB)MEMBER COPYRIGHT NOTE THESE PLANS ARE THE' I THESE PLANS CONTAIN PROPRIETAARY PERTY OF I ARCHITECT. FORMATION I _ OF SCOTT F.LURIE,ARCHITECT.THEY ARE SUBJECT TO i FEDERAL COPYRIGHT AND OTHER APPLICABLE FEDERAL AND STATE PROPERTY,TRADE AND RELATED ' LAWS.THESE PLANS,INCLUDING THE INFORMATION CONTAINED WITHIN,SHALL NOT BE SHARED, 0111 REPRODUCED,DISTRIBUTED OR USED IN ANY WAY WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. IRooM ANY FAILURE TO OBTAIN SUCH CONSENT IS A VIOLATION OF LAW,AND MAYBE SUBJECT TO CIVIL I AND CRIMINAL PROSECUTION AND PENALTIES, STUDY SITTING AREA I COMPUTER GENERATED DESIGN DRAWINGS ISSUED AS O PART OF A CONTRACTUAL AGREEMENT SHALL NOT BE GL. ALTERED BY ANY ENTITY EXCEPT SCOTT F.LURIE, ARCHITECT.ANY CHANGES MADE BY OTHERS TO ANY DN PART OF THESE DOCUMENTS WILL INDEMNIFY SCOTT F. w THE NARROW5 LURIE,ARCHITECT FOR ANY AND ALL ASPECTS OF WOOD DOCK RESPONSIBILITY OF THIS PROJECT.THE PERSON BATH AUTHORIZING SUCH S SHALL BEAR ALL COSTS (FLOAT & RAMP) OF LEGAL DEFENSE ANDANY EJUDGEMENTS ARISING AGAINST SCOTT F.LURIE,ARCHITECT FROM ANY w DISPUTES ARISING FROM ANY SUBSEQUENT ACTION ON THIS PROJECT. I II > �- — � Arnc- - - - - - ACCESS 5 bq° 32' 41" W 41.84' �, NEW ELECTRIC ,- OPEN TO I AND WATER LINES O 2 '0 '0 W BELOW RUN FROM THE N 000 z "o HOUSE ,;; I C14 N N 3 Lo I oN No � 79 WOOD RET. w w 0 wo o cr WALL O , W arNM . _1 , , 0 I I O Q I /10' NON-TURF O WOOD RET. < BUFFER WALL - TOP OF _ i,.- O WALL EL. 4.9' C) 0 O NEW STEPPING Z Q ZONING DATA REAR YARD I 1 �� STONES O F- W - - - - - - - J SET BACK LINE = 0 0;_ REAR YARD F-- QZD BLOCK/LOT NUMBER - 1000-104-07-10 SIDE YARD SET 1 00 SET BACK LINE Q LU BACK LINE I � a ^ I NEW PERVIOUS F= / n W ZONE: R-40 - NONCONFORMING LOT to BRICK IN SAND W V > I NEW PORCH I 3 z 10'-0'1 PATIO I J Z 5EGONI7 FLOOR PLAN USE GROUP: R-3LLJ L - - - Y - - - - J I/8 - 1 �• SIDE YARD SET EX. STEPS, BILCO Q Z CONSTRUCTION TYPE: 56 V) DOOR & PATIO 1 866' NEW LANDING 0 TO BE REMOVED Z N 3 & STEPS Q F-- 0 BA-1 DESCRIPTION REQUIRED EXISTING PROPOSED VARIANCE 10'-0" r--------- EXISTING TREE --J U REQUIRED TO BE REMOVED w � W Z J LO MINIMUM REQUIREMENTS FOR 1-FAMILY DETACHED DWELLINGS: , ( I �____ CONTINUING = EW FOUNDATION ARE FOUNDATION ---- EXISTING SETBACK z O U Z 28-8 PORCH EXISTING REPLACEMENT I LINE OF - ;� 3 0 Q w LOT SIZE (SQ. FT.) 40,000 14,502 UNCHANGED NON-CONFORMING "INKIND IN PLACE" 0 I SF. ABOVE #1570 --I DN 2 STORY WOOD 1 - o LL Q C EXISTING � , FRAME DWELLING r NEW PERVIOUS L LOT WIDTH (FT.) 150 75 UNCHANGED NON-CONFORMING NEW PORCH, STEPS WABRICK IN WAY SAND 0 n I & WALKWAYO a LOT DEPTH (FT.) 175 191 UNCHANGED NO M 11'7 �o v o KITCHEN _� _ a FRONT YARD (FT.) 35 69.8' 60.79' NO ---- n U I - z CONTINUING 13.16' I DINING FAMILY -� Roots Roots �F EXISTING SETBACK 7 2, , z n 1 1 ® 7.2 EXTENDING 3'91 EX. STEPS & VJ SIDE YARD (FT.) 10 YES I 2 �I� WALKWAY TO U � 1 ® 11 7' EXISTING SETBACKS 1 ,_� o0 �� ST \i I BE REMOVED o wADDITIONAL GRAVEL ~ n1 N ® z BOTH SIDE YARDS (FT.) 25 18.9 UNCHANGED YES ' , DRIVEWAY AREA TO o ✓� W coli 1 � BE ADDED LO BEDROOM REAR YARD (FT.) 35 59.14' 50.63' (NEW PORCH) NO 3 —i—[�-; ,'--�' T� .V r LP / FRONT YARD 0` v E ��- � LP r;" � I SET BACK LINE � � N � , 1 1 ® LIVABLE FLOOR AREA (SQ. FT. PER DWELLING UNIT) 850 1LALVDW ,236 2,583 NO `.�_ ate,-; ' LP c > }. W I/2 BA `1 �__�� EXISTING GRAVEL ° 0 z EFOM o �,CIO nr I I LP ,- i LP i II DRIVEWAY 0 2 4 1 i E ,i E �' I :t:: N MAXIMUM PERMITTED DIMENSIONS: -J < /� a BA-1 UP GL BA-1 I I NEW (4 SYSTEM BEDROOM) -0 (�/) O 0 LOT COVERAGE (PERCENT) 20 10.8 17.3 NO I I SHALL BE INSTALLED U uj UP � U MBAE�R ROM LIVING Roots BUILDING HEIGHT (FT.) 35 18'-4" +/- 23'-6" +/- NO - - - I ' � o �_ O � LO ry N -720 :24' 5a, E '15.54' O_ CL V) - U 3 BATH NUMBER OF STORIES 2-1/2 1 STORY 2 STORY NO " nDRAWN BY: Q I\ STORAGE J . B . F• COVERED 2 o MASON DRIVE CPROJECT NO. W PORCH 2016-045 D" ARCHITECTURAL SITE PLAN MASTERDRAWING N O. SCALE, I" - 20'-0" BATHROOM 15'-O" 13'_211 BA- 1 INFORMATION FOR THIS SITE PLAN WAS TAKEN FROM THE SURVEY PREPARED BY PECONIC SURVEYORS, P.C., 1230 TRAVELER STREET, • F I RST FLOOR PLAN 1 SOUTHOLD, NY 11971 - DATED APRIL 16, 2012. (_L SCALES I/8" = I'—O° � 13'-11" � • ® NEW ADDITION AREA 1 SIL 8A-1 U .� U V) co D Lo STATE LICENSES:a 2p16 M 1 NEW ASPHALT Q� AL 6903 l-_ 3� 12 7 SHINGLE ROOF 5 2 �O 12 �'k AR 4144 NEW ASPHALT N / NEW AWNING 1J Az 39438 NEW ASPHALT co 306556 _ _ WINDOWS SHINGLE RDb Qr cT ARI0010416 I NEW DOUBLE-HUNG SHINGLE ROOF — "'_- F. CEILING TO� ----- DC ARC101671 NEW ASPHALT FDLE SS-0007112 O WINDOWS _ _ SHINGLE ROOF 7� GA RA012044 N 12 I HI AR-12241 12 � --.........._........._ _. IA 05635 • • ®7 _ \_ ^ SECOND FLOOR ID AR-984376 \/ 12 + /\ �7 — — — — — L 001-018555 F. CEILING - - IN AR19700040 Q _ KY 5765 H 11 N O � � -- MA 30213 MD 13821 ME 3876 MI 1301050897 MN 43625Lo �ju IL eMO A-2004010593 M M 4548 Co 0-4! �iy FlRST FLOOR _ _ _ _ _ MTT 3033 NH 3166 NJ A106924 r� NY 014401-1 1 EXISTING BRICK NEW GARAGE NEW DOUBLE-HUNG NEW IN-SWING NEW DOUBLE-HUNG NEW DOOR NEW DOUBLE-HUNG NC s$a7 CHIMNEY TO REMAIN DOOR WINDOWS FRENCH DOORS WINDOWS WINDOWS off 13617 NEW COMPOSITE PA RA-013737-B NEW COMPOSITE NEW COVERED LNEW COMPOSITE NEW COMPOSITE SIDING RI 3014 1 SIDING PORCH SIDING SIDING TX 18452 UT 6038167-0301 O VA 0401-01 1 024 ^ ' FRONT (NORTH) E -EVATION n SIDE (EAST) ELEVATION � REAR (SOUTH) ELEVATION 5117E (NEST) ELEVATION VT 2941 `V WA 8670 I 5GAL.El 1/8" - I'-O" 5GALml 1/5" - I'-O" SGA-Es 1/8" - I'-o" 5GALE- I/8' - 1'-O" WI 9728-005 • W V 3982 W NEW JERSEY PROFESSIONAL PLANNER L100238700 7 NEW JERSEY CERTIFIED INTERIOR DESIGNER ID0000145 L INDIANA REGISTERED INTERIOR DESIGNER RlD00092 O (NCARB)MEMBER COPYRIGHT NOTE THESE PLANS ARE THE PROPERTY OF THE ARCHITECT. THESE PLANS CONTAIN PROPRIETARY INFORMATION OF SCOTT F.LURIE,ARCHITECT.THEY ARE SUBJECT TO FEDERAL COPYRIGHT AND OTHER APPLICABLE FEDERAL AND STATE PROPERTY,TRADE AND RELATED LAWS.THESE PLANS,I I CONTAINED WITHIN,IS ALLLDNOT BES SING THE HARED, D 041 REPRODUCED,DISTRIBUTED OR USED IN ANY WAY -1 } WITHOUT WRITTEN CONSENT FROM THE ARCHITECT. OFFICE 'V/1 ANY FAILURE TO OBTAIN SUCH CONSENT IS A V ' I VIOLATION OF LAW,AND MAY BE SUBJECT TO CIVIL AND CRIMINAL PROSECUTION AND PENALTIES � COMPUTER GENERATED DESIGN DRAWINGS ISSUED AS O ARL-!A 1 I PART OF A CONTRACTUAL AGREEMENT SHALL NOT BE I ALTERED BY ANY ENTITY EXCEPT SCOTT F.LURIE, ARCHITECT.ANY CHANGES MADE BY OTHERS TO ANY p� PART OF THESE DOCUMENTS WILL INDEMNIFY SCOTT F. uj THE NARROWS LURIE,ARCHITECT FOR ANY AND ALL ASPECTS OF DN WOOD DOCK RESPONSIBILTY OF THIS PROJECT.THE PERSON CI' ON I AUTHORIZS SHALL BEAR ALL COSTS (FLOAT & RAMP) OF EGALIDEFENSE NG H ANDAANY EJUDGEMENTS ARISING AGAINST SCOTT F.LURIE,ARCHITECT FROM ANY w I DISPUTES ARISING FROM ANY SUBSEQUENT ACTION ON ATTIC I THIS PROJECT. ACCESS - - - - - - - -I OPEN TO � I S bq° 32' 41" W 41.84' ,�, NEW ELECTRIC BELOW _ ° RUN WATER LINES 0 o U-i FROM T Z o HOUSE F- N N J z I I WOOD RET. �• �3e3/, o O o , W _n 1 WALL N OLu , , , , , Q 10' NON-TURF O Q WOOD RET. BUFFER 0 WALL - TOP OF 0 0 WALL EL. 4.9' - - - - - - - - - - - - - - - - - - - - -J 1 0 NEW STEPPING Z Q F — — REAR YARD I 1 00 STONES 0 t— W I SET BACK LINE OO__ REAR YARD < ::D I t I SIDE YARD SET 1 I ��- a 00^ 1 SET BACK LINE Q W z BACK LINEui N NEW PERVIOUS t= w I �'z 10'-011 PATIO IN SAND J (� Z I � w J — Q 5EG0NI7 FLOOR FLAN EX. STEPS, BILCO ' . Q Z V)L - - - - - - - - J SGALE� 1/8.. - 1�• DOOR & PA110 8 66' ' 1 V) TO BE REMOVED I NEW LANDING Z 0 & STEPS �. F- 101-0" -----, ' EXISTING TREE U 0 0 BA 1 ZON I NIS DATA _� -----J , 1 TO BE REMOVED J CL 1w-- Z J Lo BLOCK/LOT NUMBER - 1000-104-07-10 o, CONTINUING _ 28-8 g � � `-� ' r -_- ' l� - EXISTING SETBACK ~O O Z FOUNDA11ON --__ --_ la; z r 1 ZONE: R-40 - NONCONFORMING LOT REPLACEMENTw I LINE OF 3 0 Q "INKIND IN PLACE" a SF. ABOVE #1570 _ w DN USE GROUP: R-3 1 2 STORY WOOD , 1 SIDE YARD SET V- Q 0- CONSTRUCTION TYPE: 5B , FRAME DWELLING BACK LINE ° I NEW PORCH, STEPS 0 0 n & WALKWAY 11.7' U � M O DESCRIPTION REQUIRED EXISTING PROPOSED REQUIRED 1^ -f--� N • • I DININ6 FAMILYul •o KITCHEN ROOM ROOM - CONTINUING ' '_ t10.66' '� z EXISTING EXISTING SETBACK ' LOT SIZE (SQ. FT.) 40,000 14,502 UNCHANGED NON-CONFORMING 7. 3.91 Q o�z I EX. STEPS &WALKWAY TO -----7- r o) LOT WIDTH (FT.) 150 75 UNCHANGED EXISTING 1 I ;^ l 1 I BE REMOVED U NON-CONFORMING I ST , o ADDITIONAL GRAVEL N n 1 LOT DEPTH (FT.) 175 191 UNCHANGED NO �/ ; &o DRIVEWAY AREA TO o VJ N _ ` �V ' BE ADDED '7'� BEDROOM BEp{�oOM FRONT YARD (FT.) 35 69.8 60.79 NO -`TP,'`;-� lJ 011 r 1 ' ��_.,� ,l P / FRONT YARD Q v r\ E _ LP r, 1 _ SET BACK LINE 0 I LP , c BATH 1 ® 7.2' `° `��_�•� '���'_% �•__�`--,�� ' EXISTING GRAVEL •L z SIDE YARD (FT.) 10 EXTENDING YES ;, LP I DRIVEWAY o EXISTING SETBACKS o .�_,., _ 2 _ 4 1 ® 11.7 1 �\ E :: E I' 1 ,;; � O � BA-1 UP GL. CLOSET BA-1 "' I NEW (4 BEDROOM) _, -0 n 1 V) SEPTIC SYSTEM ►- Q VJ BOTH SIDE YARDS (FT.) 25 18.9' UNCHANGED YES I u ENVSHALL BE INSTALLED UP MUD Lu MMA57r.OROM LIVING ROOM ROOM REAR YARD (FT.) 35 59.14' 55.06' (NEW STEPS) NO _ °_ _ I O o -+_ �/ pm N 72 24' 50" E '75.34 LIVABLE FLOOR AREA (SQ. FT. PER DWELLING UNIT) 850 1,236 2,233 NO DRAWN BY: A W/D STORAGE XIMUM PERMITTED DIMENSIONS: 1 . B. F. MASON DRIVE PROJECT NO. COVERED C:) LOT COVERAGE (PERCENT) 20 10.8 16.4 NO MASTER ON PORCH Lo ARCHITECTURAL SITE FLAN 2016-045 � BATH`ROOM — BUILDING HEIGHT (FT.) 35 18'-4" +/- 23'-6" +/- NO saALEl 1" - 201-011 DRAWING NO. J 17'-6" 10'-8" NUMBER OF STORIES 2-1/2 1 STORY 2 STORY NO INFORMATION FOR THIS SITE PLAN WAS TAKEN FROM THE SURVEY g A 1 PREPARED BY PECONIC SURVEYORS, P.C., 1230 TRAVELER STREET, - • SOUTHOLD, NY 11971 - DATED APRIL 16, 2012. FIRST FLOOR ALAN , D agcy H F. L 13'-11" A — 5GLE, 1/6" • I'-O" ® NEW ADDITION AREA �� 00 ) .� V) U I F f r,. PLUMBING RISER DIAGRAM I' STACK VENT TERMINALS (1'-0' ABOVE ROOF) Chris Blake ..,Architect ROOF 155 N. Washington Ave,Bergenfield, NJ 07621 Tel: 201-816-9523 Fax: 201-816-9546 NEW BATH 2 ---------------_____ --- NJLic#12792 NYLic#019458-1 ---- cba@chrisblakearchitect.com 55'-9" " ,2 15'-2" 18'-7' 10'-2" WC I L,AV 12'-0• SHOWER: I I I ; I 2ND FL ---- ---------i-_--------- i-------------------------------r^T_, DECK TO BE INDEPENDANT OF THE " , I I HOUSE, NO PERMANENT ATTACHMENT 2 I 3• 11-1/2' I (2) P.T. 2X12 GIRDER - - I I C.O., ! I 00 I I I 12OVI E PLUMBING + WATER HOOK UPS AS PROVIDE ELECTRICAL COUNDIT + HOOK UPS 4. 10'-0" ^. I I REQUIRED FOR DOCK �; AS REQUIRED FOR DOCK -------------------------- , - '0 I I I B RENOVATED BATH I RENOV___ IT04EN_------- W-POWDER_-- NEW LAUDRY 12' CONC PIERTO I I I L--- ' ------ --------------------- --- ----- -- -- --- X— I I I I NEW M ATH , -_- - - ------ - ------ I 3-6 BELOW I REAR DECK + STEPS d cn I I III i I i}-E} _ _- -- -___-- GRA MI I O _----_ I I __------- I I -------------- ---------------------------- - ---------------- , _ '1-1/2" DE N - ---- ------------------- -- - ------------ - - - - -- - - - w ------ -- -- 2 12" I I I 12 2" I 2" 'W.. I-I/2" I z w _ _ _ _ _ WC I I I WC I I 2" I o - - (2) P.T. 2X10 GIRDER SIN1d I ' ' i I I LAV I LAV I I p LAV I LAS/ SING (2) P.T. 2X10 GIRDER— - ' � W SHR - --- ------ -- ------ -- � i I SHOWER; I I I ! SWOWER I " -- - --- - I I-I/2 � I IST FLOOR - ,:s, , , ..y: >`. K. .,>;�,;; h; X �• n n� ;:�,� x� y,�Y �;,, x ,;.- �:-;,;. ;;�. ,:: { �: r 2" I 3 I-1 2" I-1 2" 2" 3 i I-1 2" C.O,� 2" I-I/2" 3" 1=1/2" - - - - - - - - - — �1_OOD+ BLOOD- - - - - - - - - - - - - -- - — - - - — — VENT V S - ~ I C.O. C.O. 1 3" 31 1 1 C.O. U NEW CRAWL SPACE FO DATION I� O 3" 3• I I WALL, FOOTING, + LAB TO I I REQUIRED PROPOSED CRAWL A�E ;o FLOG Y r I EXIST LAUNDRY I : FLOOD REPLACE EXIST IN KIND I I VENTS2.5' CONC S SLAB cn i VEN� i IVENT I I i O I I I MIN R-30 INSULATION O NEW :o i I I I I o PROVIDE FOR SOLID CONCRETE I CRAWL SPACE ° o I 1 NEW INSULATED CRAWL I X 1- I I ( FOUNDATION UNDER POSTS ABOVE LL I I y. ACCESS DOOR / PANEL, I I MIN R-30 INSULATION I I O �o , 1 I I VERIFY SIZE W/ OWNER ( w I I ( x a ! I I z I I I I I CELLAR I I :<: I REMOVE "BILCO DOORS" k', I CRAWL CRAWL I CRAWL I ACCESS ACCESS ! ACCESS 5 O IST MAIN DRAIN VSAT (3) 2X10 FLUSH BEAM I I I CAP REMOVAL OF 1 REMOVED LAUNDRY !; C.O. - I 0 I CONNECT WASTE TO SEPTIC TANK EJECTOR NEW 2 X 10 op I _ ____ , FL O R JOISTS 16' o li - I � _ _ r-- 0 FLOO6 O O - I O 0 VENT; PROPANE w TAINK m I I m - cD / -� 1 lL J cal- � c0 11L 1 X I I co t)O WOOD OR COMPOSITE I�\ ; C'4 I I X u - -- GRASPABLE HANDRAIL - MAX SIDING CROSS SECTION - 2-5/8' �/ p I SHEATHING WATT 8-1/4' R MAX, 9' TR MIN PER CODE k 4X4 SG��ARE(WOOD OR COM NEW WOOD STAIRS + RAILING PER CODE O POSTS EYOND - SEE PLAN COPPER FLASHING SOFTENER I UP _I I v I O � - - � T I 2X2 SOJARE WOOD OR C P O - -- -- - - C O VEROY CONTRACTOR I ; - -- - - ---- - - --- - O - - - -i - -��• - - - - -- --- - O - - - - - - - ---d - EXISTING CONG FOUNDATION BALLUSTERSI e 4' O.C. (TY CAL) m _0 (^ c TO 3'-6" B LOVJ GRAQE MIN, _ IST �: �_�\� �o_� nl� ro 1 c i' L - - J 2=\q� Iti' NEW CONCRETE X 6 P. - WOOD OR COM DECKING NEW 4X4 PT. POST _ DECK FRAMING U� NEW OR EXIST 4' DIA STEEL COLUMN ON ! FOUNDATION + FOOTING ON 24' X 24'X 12'D 30" X 30'X 12'D REINF CONCRETE IF GARAGE FOUNDATION TO BE INDEPENDANT y -' 12EINF CONIC VERIFY EXISTING OR NEW O FOOTING NOT ADEQUATE, PIN OF HOUSE STRUCTURE 111 0 FOOTING LOCATION OF COLUMN TO O , P.T. WOOD DECK JOISTS O EXISTING SLAB TO fvEW IXI2 COMP OR O TO REPLACE EXIST ACCESS STAIRS + POST COLUMN :,�, , CD WOOD FASCIA TIMBER ABOVE - FOUNDATION AS REQD ;- - - -I n t�-1111_GIRDEQ _ 5,, FRI4MING LAN - - -1- - -I - - - -- - CRAWL O ACCESS EXIST CELLAR STORAGE L - - _J EXIST 4'X4' P.T, WOOD OST / GALV IED EXIST 32'-5' X 28'-3" O C STEEL ANCHOR/�ONNE OR CRAWL SPACE PATCH FRAMING FOR STAIRS IG UNEXCAVATED n GARAGE SLAB ABOVE NEW 2-1/2' CRAWL SPACE CONC SLAB > ON VAPOR BARRIER �- DEC SEC ONDETAIL r� MIN R-22 INSULATION EXIST OR NEW TO REPLACE EXIST - _ _ - HWH u 1 WATER z VENT METER VENT VENT ' I I , 1 - —RAILING B - -1 ---- -- ------- -- - w + ALLUSTERS BEYOND I J Z 12' DIA. CONCRETE FOUNDATION I I x I i ! I ;o I PROPOSED � I UNEXCAVATED I I Q tn ' SLAB ABOVE G ASPABLE W II I I I i (2) P.T. 2X10 GIRDER 3 O I — — — — — — — — — — — - - - - - - - - - E D I _ - —r AIL SE L � I z , k} r X .Y I I I x I 1 2 D I I 9 6 17 Deck Framing I I I I I I ,III I • =+INSTA1LSIMPSONDTT2ZDECK I I L p L - - - ._ - - - - - - - - - - ' eolvN�cTOR FOR Posrs (PROPOSED CRAWL SPACE I — — J # Date Revision I �I -LB LOAD) VENTS PER CODE I ;.:" I TO 'MSE CODE (RESIST 200 I 12' CONC PIER TO I + I I ! Addition Renovation for: 2.5' CONC SLAB I i i! PER NIANUF INSTRUCTIONS I I _ I III I 3' 6' BELOW k. I GRADE MIN L0 ( 4X4 WO D P - b I'I I II I i I I I I ` I NEW 2 X 10 FLOOR JOISTS 16" OC a I 8 P - 5 III II I I oY - Silber Residence F�-- 13' 2• S be es Bence . I I i MIN 12-30 INSULATION I �I P.T WOOD JOISTS( < r I 't Mock /I � I I I Lot: 104-7-10 , yT I �I I Mason Drive ATTACH STRINGER TO SOLID x- I I I ( Cutcho ue New York BRIDGING BETVJ�EN JOISTS ENT VENT g r I N I 2X4 ( O EDUCE RISER I I t II TOO ING TO LESS THAN 4') ,, CELLAR FLOOR, DECK DTLS, RISER r I i - ADS TYP � . . , . , . . . ' .�.�. , . . . , . . . . h MIN. TRE~ 9 I/2 , , i I I I 8-1/4" MAX. RISERS, TYP. R N T. 2X12 STI S r - PER PLAN - - - - - - - - - - - - - - - - - - � Scale: 1/4" = 1'-0", 1/2" = 1'-0" p ATTACH POST TO P.T. WOOD TREAD AND — TREAD W/ GALV. STEEL RISA? Date: MAY 31, 2017 BRACKETS � I Submission: PERMIT SET 4' CONCRETE PAD ON 12' DIA. CONCRET 6' GRAVEL BED FOUNDATION l d�" © Indemnification Clause: " Z_ The owner shall release,hold harmless,and indemnify the nn�]� Architect with respect to:any changes made to the PROPOSED CELLAE / FOUNDATION PLAN ! `,\"�/ construction documents by anyone other than the Architect, 1/4" 1' Q" � 1 �J or changes in any aspect of the work,or failure by the r _ Q Contractor to build in accordance with these construction TYPICAL STAIR / LANDING DETAIL F E / — --- ----- s L 4 v ti` 07 55'-9" Chris Blake Architect 155 N. Washington Ave,Bergenfield,NJ 07621 Tel:201-816-9523 Fax:201-816-9546 NJ Lie#12792 NYLic#019458-1 cba@chtisblakearchitect.com 1 I i(4) -----i r------- SKYLIGHTS (ABOVE I I I I REAR LANDING b FAMILY' ROOM STEPS 14'-2"X 11`8" — I i I r-------� r-------i I I 1 I I I I 1 I 1 I I I I I I 1 1 I 1 L-------J I L----_--J I I � I N CLOSET CLOSET ----------- ------ ------ I _ BATH 7-7• X 5'-51 q1 is i; 0 0 O KITCHEN BEDROOM 2 ;o - III-III X 13'-0" 12'-7• X 13'-0" 1 O\ a© a© I I PANTRY LINLN CLOSET 1 I I 1 GARAGE �4 x 91-81 X 18'-10' FL GRILL b b• BEDROOM I DINING ROOM LIVING ROOM cn 11'-6• X 15'-3' 13'-1' X 15'-3• 19'-8" X 15'-3' ____ _______________ SO I I I I I I I I I I I 55'-9" I I I 1 I I I I I I I I I I I I � I FRONT LANDING *STEPS XI EXISTING FIRST FLOOR PLAN 1/4 1'-0* CRAWL SPACE EXCA ED •o EXISTING FIRST FLOOR AREA 1513 SF (INC 202 SF GARAGE) BILCO DOORS 1 . ABOVE I CRAWL CRAWL ACCESS ACCESS C4 C4 O MAIN DRAIN VENT � O EJECTOR c0 0 i� PROPANE TANK . 2 6-14-18 Mbath, Bedroom 3,Kitchen 1 9-26-17 Deck Framing # Date Revision Addition+Renovation for: WATER SOFT 0 Silber Residence Block/Lot: 104-7-10 1570 Mason Drive UNEXCAVATED Cutchogue, New York GARAGE SLAB ABOVE O EXISTING FLOOR PLANS .zq - - - - - - - - - BAWL CELLAR Scale: 1/4" = 1'-0" ACCESS 37-5• X 28'-3' CRAWL SPACE Date: MAY 31, 2017 Submission: PERMIT SET HWH Indemnification Clause: WAS The owner shall release,hold harmless,and indemnify the Architect with respect to:any changes made to the METER VENT VENT construction documents by anyone other than the Architect, or changes in any aspect of the work,or failure by the _ Contractor to build in accordance with these construction documents. JN EXCAVATED �5 � EXISTING CELLAR FLOOR PLANx I �=� 114 NEW ARCH ROOF SHINGLES TO MATCH EXIST ON ROOFING FELT - DOUBLE LNDE2LAYMENT Chris Blake Architect UNDER RIDGES, HIPS. VALLEYS. BREAKS - x ON 5/8'PLYWOOD SHEATHING 155 N Washington Ave,Bergenfield,NJ 07621 NEW ICE + WATER SHIELD U DERLAYMENT AT 4'-O• UP FROM EAVES, TYP. Tel:201-816-9523 Fax:201-816-9546 NEW ROOF 12AF-TE12S -SEE FRAMING PLANS NJLic#12792 NYLic#019458-1 ATTACH W/ HURRICANE CLIPS TYP. cba@chrisblakearchitect.com NEW ATTIC JOISTS - SEE FRAMING PLANS W/ R-38 INSULATION, TYP. 55'-9" I' DIA GRILLES +CLEARANCE FOR AIR VENTILATION II'-10" 43'-II" (2) 2X6 WOOD TOP PLATES, TYP. PLYWOOD SUBFLOOR ATATTIC - VERIFY LOCATION W/ OWNER 12'-0' 24'-II' NEW 5/4" COMPOSITE FASCIA AT EAVE T.O.FRAME WALL ot NEW ALUMINUM GUTTERS TYP. 5' MIN. ELEV' 181-0" REAR DECK + STEPS PTD.FINISH ON 1/2' GYP. BD. OR OTHER FINISHES, WOOD DECKING - VERIFY NEW 2X6 WOOD STUDS a 16'O.C., TYP. MATERIAL W/ MIN. 12-19 INSULATION, TYP. O DECK FRAMING TO IN ANT EXPOSED RAFTER TAILS NEW 1/7 INTERIOR GYP.BD. FINISH, TYP. Cr-HOUSE FRAMI - SEE CELLAR WINDOW R.O. OL OR OTHER FINISHES, SE- FINISH SCE-IDU -= b' ANS ILS ELEV. 16'-9" NEW 5/4'COMPOSITE OR CEDAR TRIM AT WINDOWS (2) 2X8 WOOD HEADERS O NEW SEN TW34 2 DOWN OVER WINDOW OPENING, U.O.N. 3'-6-1/8'X V-4-7/8"R.O NO WATER BI J NEW FWH50611 O(2>NEW ANDERSEN TW 52 O NEW ANDERSEN FWH50611 O(2)NFW ANDERSEN TW3452 NEW ANDERSEN FWH50611 NDEQSEN 3432 O j 5'-0-X 6'-It'R.O. 3'-6-1/8'X 6-4-7/8'R.O. 5'-0-X 6-II'R.O. 3!-6-1/8'X 5'-4-7/8'R.O. 5'-0-X 6-II'R.O. 3'6-1/t*X 3'-4-7/ 'R.O. Cl) NEW WOOD WINDOW - SEE FLOOR PLANS (3) 210 HEADE TYP U I 1 --- --- - -- --- --- -- ----'------- -------- --° - FAMILY ROOM � NEW AND EPSEI I TW3432 LJ I - I - I 15'-7' X19'-3' I O � 3'-6-I/8'X 3'-4- /8'R.O. NEW WOOD WINDOW CASING � - -- ------------------i i i I_j I NEW WOOD FL O I 1 I OI 001 KITCHEN PER SCHEDULE � (3) VN ANDERSEN TW2103 0 ! i i I � UJ. I i �` t4 O 3'-0-1 'X 3'-4-7/8'Q.O. D 14'-8' X 11'-8" I I I O_� I ' EXTERI012 CEMENT BAORD SIDING ON - ° I O I i 1/2' PLYWOOD SHEATHING W/ NEW D L R ri------ i- O x I i 4X6 PSL COLUMN TO FOUNDATION `�'0 / AIR BARRIER, TYP. I � I WALL BB.OW ( � - i I 4X6 PSL C TO � F D TI BELOW � NEW 2X6 BOTTOM PLATE, TYP. r W NEW WOOD BASEBOARD PER SCA-EDI 1 --- ---- I I - I „ z I -�' I i r____-- _ _ I I " X 9-I/4' SI-WING PA ALLAM FLUSH BEAM NEW FINISH FLOOR, SEE PLANS + FINISH SCHEDULE __5-I/4' X_9-I/4" PARALLAM FLUSH BEAM i T+COLD WATER, I I I I I I I I I 3/4' T+G PLYWOOD SUBFLOOR o1/ OR SHOWER I i i �6 ----------F ---- Lj ��� I 0—pU WNEW FLOOR JOISTS -SE-FRAMING BEDR O NEW SECOND FLOOR NEW WOOD FLOOR DIVING AREA /J a ELEV. 10-0 i I I'-2" X 19'-3' I I xMEW r, iv i I I �� WOOD FL I CAe1 O Q (2)NEW ANDERSEN TW28 2 I�, I ---0ro N TO ABOVE I I m O 7-10-118"X 5-4-7/8"12.0. IU --------- I I I I L NEW ANDERSEN TW3432 O EGRESS �I— CO I I I 3!-6-18"X '-4- /8'R.O. O 7771-7 PTD. FINISH ON 1/2' GYP. SD OR OTHER FINISHES iW 0 ,IOABINETRY FOR NEW 2X6 WOOD STUDS a 16'O.C., TYP. AA� ETC PER POWDE W/p W/ MIN. 12-19 INSULATION, TYP. (2)NEMANDERSEN TW21852 -_--- i i OWNER NEW TI EFL W 1/7 INTERIOR GYP.BD. FINISH OR OTHE2 FINISH O 7-10-1/8- x 5'-4-7/8"Q.O. I ST/4' M X, 9' TR MIN CODE WINDOW R.O. PER FINISH SCHEDULE ERES STAIRS + 12AIi_.NG PER CODE r F=1 FV. T-1• CLOSET 6 °�O ° NEW 5/4' COMPOSITE I TRIM AT WINDOWS (2) 2X8 WOOD HEADERS CLOSET CLOSET I a / �(y OVER WINDOW OPENING, U.O.N. I ti (3) 2X10 DR PED BEAMllq�` c� NEW AND TW2636 --------- ---------_ _ ------------ ---- LAUNDRY 7-8-v8'x 3!-8-"/ - - ------------ ---- 9'-8' X 8'-2- ?4 2A UP NEW TILE FL a-6°• � NEW (2) 2X6 POST DOWN OVfB2 NEW WOOD WINDOW �° EXIST STEL COLUMN BELOW CLOSET CATH CEILING N - SEE FLOOR PLANS 1 h ------------------- CABI M I BEDQ00M I '�° II'-6" X 15'-3' 1 11,77777777 NEW WD FL9p 36 X 80' b 36'X 80' 01 LIVING ROOM e° b _ cn U 19'-8' X 15'-3' U' U , x 1/P NEW WOOD WINDOW CASING -_� j NEW WOOD FL ('j o X(0 I U) �e�8 36'X 80• 01 cn I i �° / 0• b% EXTERIOR BOARD +BATTEN OR CEDAR SIDING ' ON 1/7 PLYWOOD SHEATHING W/ I LINEN AIR BARRIER, TYP. I STORAGE J, 9'-8" x 1r-O' + NEW 2X6 BOTTOM PLATE, TYP. NEW ANDERSEN TW2852 BATH I NEW TILE FL NEW WOOD BASEBOARD 30'x80'GLASS/PAN0. 7-10-1/8'X 5'-4-7/8'Q.O. . 9'-3' X 6'-0' CATH CLG POCKET DOOR O S NEW TILE LF NEW FINISH FLOOR, SEE PLAN -F_-------- X _ _ % I I NEW ANDERSEN TW2636 J (3) 2X10 FLUSH BEAM - NOTE' i I I 7-8-1/8'X 3'-8-7/8"R.O. CD 3/4' T+G PLYWOOD SUSFLOOR I !�� 0.O j / ALL WOOD FRAMING MEMBERS, INCLUDING TEMIP6R A SS I NEW FRONT WD DECKING + o U O i FRA SS EXIST FIREPLACE TO I RAILING + STEPS x- 0 • NEW FLOOR JOISTS - SEE FRAMING REMAIN I x U) ' 2 6-14-18 Mbath Bedroom 3 Kitchen WOOD SHEATHING, WHICH REST ON EXTEfZIOR SH WER c�(n 1 FOUNDATION WALLS AND ARE LESS THAN 8' W/ INSULATION OVER UNCONDITIONED SPACES �� � NEW ANDERSEN TW2636 r---------------i �� 1 �t- I � � > 2-8-1/a'x 3'-8-7/8'R.o. I I w m 1 1 9-26-17 Deck Framing FROM EXPOS® EARTH SHALL BE OF EXIST FIRST FLOOR A O W _ i NEW ANDER TW2636 I ---------------� Z W O APPROVED PRE-SERATIVE TREATED WOOD. ELFV. O'-O' O 7-8-1/8'x 3•-8- 8'R.O. LOW WALL W/ (3) 2X10 BEAM - _ - _ # Date Revision CABINETRY / TEMPERED GLASS WATER BIB -DOWN NEW ,RAILING TO (3)12x10 HEADERG�A�— Addition+Renovation for: ABOVE CODE 36 AFF. M BATH $o 8•x8' COMP DORIC eAu�tsrazs 4•oc MAX 2X6 P.T. SILL PLATE d ^!� �� 12'-II' X 14'-Ib" GRADE CEMENT MNS— I/2' ANCHOR BOLTS, ENIBEDD® 7' MIN �_ /x NEW TIL FL NEW AN SEN TW2636 INTO FOUNDATION, a 6'-0' O.C.. 17 FROM ; TREY C LING ze e Silber Residence CEMENT PARGING + DAMPPROOFING CORNERS AND ENDS AT EACH PLATE k8o• 7-a-1/8• 3'-8-7/a'P.O. O Block /Lot: 104-7-10 17 CMU OR REINFORCED POURED % i 1570 Mason Drive CONC FOUNDATION WALL NEW 2 X 10 LG JOISTS I OC Cutchogue, New York FILTER FABRIC TO COVER GRAVIS_ BACKFILL2 ,o NEW FIRST FLOOR+WALL SECTION 3000 PSI CONTINUOU CABINETRY 15' 2" CONCRETE FOOTING CRAWL SPACE OL GRAVEL BACKFILL - ELEV. -3'-6 MIN, VIF ` EXISTING FIRST FLOOR AREA' 1513 SF Scale: 1/4" = 1'-0", 3/4" NOTE A , WINDOWS WITH IMPACT RESISTANT ADDITION FIRST FLOOR AREA= 706 SF 4' PERFORATED DRAIN POPE, a 0 NEW ANDERS TW2636 WINDO S+ALL REQUIRED STRAPPING+ CONTINUOUS SLOPE TO DRAIN ° ° o 7-8-I/8x 3'-8-7/ 'P.O. O c IONS Date: MAY 31, 2017 (TO D12YWE L OR DAYLIGHT) a ' C ° 25' CONCRETE SLAB 13'-11" 28'-8" 13'-2" Submission: PERMIT SET 6 MIL POLYETHYLENE VAPOR BARRIER Indemnification Clause: 2'-O' 4' GRAVEL SUBSURFACE The owner shall release,hold harmless,and indemnify the Architect with respect to:any changes made to the (2) 4'REBARS 3' FROM BOTTOM construction documents by anyone other than the Architect, or chan m aspect of the work,or failure by the I-d-i "accordance with these construction Gr�I,, LEN WALL SECTION - SIDING FACADE PROPOSED FIRST FLOOD PLAN 2 3/4' = 1'-0' I 1/4" = 1'-0. r 4 ,•.. = A2 t r /. L/ ----------------------- - - - r---------------- -------- - - -------------- -- -------- Chris BlakeArchitect I ! I I I I 2X10 R j RAFTERS e 16" OC� �- 2X10 ROOF RAFTS 16' OC 155 N. Washington Ave,Bergenfield,NJ 07621 Tel:201-816-9523 Fax:201-816-9546 I 1 I I 1 1 U , OT I NJ Lie#12792 NY Lie#019458-1 `O i i cba&Msblakearchitectcom I I Q I W I LL I Q I � I _0 IL I I O I x O I ,� ryi I I x --1------------ ------------------------------------------------------------------------- I I --------------------------------------- I I i I I I I I ! - - 1-3/4" X 14" LVL RIDGE BEAM - POST DOWN MIN 15'-O' OC I I I i I ! I I I O I i I I I I 6 I I I I (A I I f IL i I I I IL 1 I I I ------��----- --------- -- i 28'-5" 12'-6' O i 0 ® X 1 I I N 1 I I L------------ - -- -- - - -- - - LU i i X � I (2)NEW ANDERSEN TW210410 WLL ------------------------------------------------------------------------------ -- ----------------------------------'--_ OW 3'-O-I/8'X 5'-0-7/8'R.O. --------------------------------------------------- – zi� BUILD KNEE WALL TO SUPPORT TOP OF i EGRESS EXISTING 12AFT52S I i � I O (?)NEW ANDERSEN TW21036 O (3)NEW ANDERSEN TW21036 U j U 3'-0-1/8'X 3'-8-7/8'12.0.(VERIFY I- V V-0-1/8"X V-8-7/8"R.O.(VERIFY I-M 7-0" 4"SPACE MLLLION TYP / O , 1 r (3) 2X10 HEADERS TYP I O I r Q OVERBUILT ROOF STUDY LI ' N 10'-5" X 12'-0' E1 LL 0 ' NEW WOOD FOR I , 0 I 1 0 ' � r SITTING A EA 15'-O' X 10'-8 I XIO ROO RAFTER m 16' OC 2XIO ROOF RAFT S o 16' 0 / G} - - -- i b NEW wooD FLo BEDROOM 3 o 11'-6" X 11'-8" i � � O NEW ANDERSEN TW210410 NEW WOOD FLOOR?8 / 37-0-1/8"X 5'-0-7/8"R.O. 8 EGRESS O' / �- --- ------moi: I NEW TevPEPM GLASS/MTL CLOSET r RAILING TO CODE,36'AFF ––––––– LINEN o i I Nil/BAATTIC ACCESS OPEN TO BELOW °' 1 -� I - - - -- --- -- -- - - --- - - ---- - ------ - ---- - -- - - -- -- --� NEW��ILELOO12 (2)NEW A DERSEN TW210410 i V-0-1/8"X F-0-7/8"R.O. I , I 8-1/4' X, 9' TR MIN PER CODE NEW W STAIRS + RAILING PER CODE ATTIC ACCESS PROPOSED ROOF PLAN 2X10 OOF RAFTERS m 16' OC 2X10 ROOT RAFTS S o 15- OC R ._ -- -- - - -{� �--- - - - - 1/4. = I' O i I , I , I I I I , I , I � 13'-4" EXIST ATTIC WINDOW SCHEDULE tt TYPE OF WINDOW ROOM NAME R. 0. WIDTH R.O. HEIGHT ANDERSEN REMARKS MODEL tt 2 6-14-18 Mbath, Bedroom 3,Kitchen FIRST FLOOR A CDOUDate 7 Deck Frami BLE HUNG M BATH 2'-8-1/8" 3'-8-7/8" TW2636 400 SERIES 1 nng B DOUBLE HUNG M BATH 2'-8-1/8" 3'-8-7/8' TW2636 400 SERIES # Date Revision (2) DOUBLE RUNGS M BATH 7-8-1/8" 3'-8-7/8" TW2636 400 SERIES Addition+Renovation for: (2) TRANSOMS M BATH 7-8-1/8" 1'-0-1/2' TW2610 400 SERIES D DOUBLE HUNG M BATH 7-8-1/8" 3'-8-7/8' TW2636 400 SERIES E (2) DOUBLE RUNGS M BEDROOM 1 7-10-1/8" 5'-4-7/8' TW2852 400 SERIES EGRESS F (2) DOUBLE HUNGS BEDROOM 2 7-10-1/8' 5'-4-7/8" TW2852 400 SERIES EGRESS Silber Residence G (3) DOUBLE HUNGS KITCHEN 3'-0-1/8' 3'-4-7/8' TW21032 400 SERIES H DOUBLE HUNG KITCHEN 3'-6-1/8' 3'-4-7/8" TW3432 400 SERIES Block/Lot: 104-7-10 J HINGED PATIO DOORS KITCHEN 5'-0" 6-11" FWH50611 400 SERIES 1570 Mason Drive K (2) DOUBLE HUNGS KITCHEN 3'-6-1/8' 5'-4-7/8" TW3452 400 SERIES Cutchogue, New York L HINGED PATIO DOORS DINING AREA 5'-0" 6-11" FWH50611 400 SERIES M (2) DOUBLE HUNGS FAMILY ROOM 3'-6-1/8' 5'-4-7/8" TW3452 400 SERIES N HINGED PATIO DOORS FAMILY ROOM 5'-0' 6'-11" FWH50611 400 SERIES SECOND FLOOR, RU PLAN O DOUBLE HUNG FAMILY ROOM 3'-6-1/8" 3'-4-7/8' TW3432 400 SERIES +WINDOW SCHEDULEE P DOUBLE HUNG FAMILY ROOM 3'-6-1/8" 3'-4-7/8' TW3432 400 SERIES Q DOUBLE HUNG FAMILY ROOM 3'-6-1/8' 3'-4-7/8' TW3432 400 SERIES Scale: 1/4" = 1'-0" R DOUBLE HUNG LAUNDRY 2'-B-I/8" 3'-8-7/8' TW2636 400 SERIES ADDITION SECOND FLOOR AREAL 615 SF S DOUBLE HUNG BATH I 7-8-1/8" 3'-8-7/8" TW2636 400 SERIES Date: MAY 31, 2017 SECOND FLOOR Submission: PERMIT SET T DOUBLE HUNG STUDY 3'-O-I/8' 5'-0-7/8' TW210410 400 SERIES EGRESS U (2) DOUBLE HUNGS STUDY 3'-0-1/8' 3'-8-7/8' TW21036 400 SERIES V Indemnification Clause: (3) DOUBLE RUNGS SITTING AREA 3'-0-1/8' 3'-8-7/8' TW21036 400 SERIES W (2) DOUBLE RUNGS BEDROOM 3 3'-0-I/8" 5'-0-7/8' TW210410 400 SERIES EGRESS ., PROPOSED SECOND FLOOR PLAN The owner shall release,hold harmless,and indemnify the X DOUBLE HUNG BATH 2 3'-O-I/8' 5'-0-7/8' TW210410 400 SER1/4' IES L 1' Architect with respects any changes made to the = _O� construction documents by anyone other than the Architect, or wY aspect of the work,or failure by the WINDOWS: ALL WINDOWS TO BE ANDERSEN 400 SERIES UNLESS APPROVED BY OWNER. ALL UNITS WITH FULL DIVIDED LITES,6 OVER I,EXCEPT'C'AS 616. J�t(nf t n accordance with these construction ALL UNITS TO HAVE LOW E INSULATED GLASS, cY C� SCREEENS + HARDWARE (VERIFY STYLE + COLOR W/ OWNER) ALL TRIM TO BE FLAT PROFILE, 5.5' MIN - VERIFY W/ OWNER, SILL HORNS TO C LLQ r� EXTEND FOR TRIM, ALL EXTERIOR WALLS 2X6 WOOD STUD (V.I.F.) W :'.;•.` MAX. 44' SILL HEIGHT ABOVE FINISH FLOOR ALL SLEEPING ROOMS TO RELIEVE MIN (I) EGRESS WINDOW ALL EGRESS WINDOWS TO BE PER CODE - 5.7 SQ FT CLEAR OPN'G., 24' MIN. HEIGHT, 20" MIN. WIDTH �3 cn I \ 7�� \ Ji i= PLUMBING RISER DIAGRAM STACK VENT TMMINALS(1'-0' ABOVE ROOF) Chris Blake Architect _._. m. . 155 N. Washington Ave,Bergenfield,NJ 07621 r , Tel:201-816-9523 Fax:201-816-9546 r , r , NEW BATH 2 - ------- NJ Lie#12792 NY Lic#019458-1 '`- I 55'-9" cba@chrisblakearchitectcom 2" 15'-2' 18'-7 I WC 4AV I 17-0' 24'- I SHOWER I ' 1 2ND FL ---------------------------- DECK TO BE IND�ANT OF TI-E i r (2) P.T. 2X12 GIRDER I i i HOUSE, NO PERMANENT ATTACHMENT 2' ; 3• 1-1/2' I ' -- - C.O., I I 10'-0' O I I I ROVI E PLUMBING + WATER HOOK LIPS AS PROVIDE ELECTRIC COUNDIT * HO K UPS REQUIRED FOR DOCK AS REQUIRED FORD CK 4 =I---------- I —Zo I I -`= 1 ---------- I x— I I I I NEW MBATH ___ RENOVATED BATH 1 RENOV___ �TC1=1�1V___--- _"" ________ NEW-POWDER_ NEW LAUDRY _ 17 CONC PI To --- ___ - - ___--- - -- - REAR DECK STEPS - --- ------ --------------------- ---------- --- r— __ ---_ ----- GR MIN ---------- --- ---- ----------- -- ---= — — --------- — — ------------- 3' 6' W I ; � A I O I I � I 2. 1 2r 12' E w I r i I I 2r I I I-I/2" --------- _ ---- ------ - --- ------�------------ ----- WC ----- - �/�� �/�� i i 2 1 2 z� ` i YYC ' WC ' , I ' i i r r �� WC I I 2r; (2) P.T. 2X10 GIRDER SINK! L V 1 LAV I I LAV I I LAS/ SING I � � V1� SH � — (2) P.T. 2X10 GIRDER— — SHOW62 I I I I SHOW[32; ! I I I Cal IST FLOOR 2' I 3 3 1-12' 1-12' 2' 3 I I-12' C.O. 2' 1-1/2' 3' 1=1/2' - - - - - - - - - — �D- - - - - - �-OOD- - - - - - - - - - - - - - - - — - - - - — I ' I 0. 11 ' 3' 3• I C.O. 2' , I { VENT S • I C.O. I j NEW CRAWL SPACE F + ATION REQUIREp PROPOSED CRAWL ASE o I I I 3• I ALL, FOOTING, AB TO ;o I VENTS PER CODE I r r FLOOD REPLACE EXIST IN KIND I EXIST LAUNDRY I �„� 25' CONC SLAB � I 001 MIN R-30 INSULATION o I I o O I PROVIDE FOR SOLID CONCRETE 01 ' NEW INSULATED CRAWL I 4N I V. FOUNDATION UNDER POSTS ABOVE IL ACCESS DOOR / PAS., I I 3:0 I i------ ---i O I VERIFY SIZE W/OVWNESR lu I f-------I I1 I z I I I I I I X I I I CELLAR RE A VE 'BILCO DOORS' 3 CI XA CRAWL CRAWL 1 1 CRAWL 1 1 Z I .co I ACCESS ACCESS I I ACCESS I I I C40 -- - - -- - r i I OEXIST MAIN DRAIN VENT I (3) 2XIO FLUSH BEAM CAP REMOVAL 04 I Io C.O. I REMOVED LAUNDgY o O I CONNECT WASTE TO SEPTIC TANK EJECTOR i NEW 2 X 10 zo ------- i I FLO R JOISTS 16' O I I r ( 001 FLOO6 I� 00 VENt PROPANE I I Q LL TANK I 1W 10 co lJ1 J N O � pp Q WOOD OR COMPOSITE CA � i � W GRASPABLE HANDRAIL - MAX SIDING CROSS SECTION - 2-5/8' -- SHEATHING 9' T12 MIN 4X4 SQ I ARE WOOD OR CO �1� I I NEW WOOD STA RS +RAIN GOPE2 CODE O �—POSTS Y - SEE PLAN COPPER FLASHING � 01 O i - - -1 UP CONTRACTOR TO VERIFY O — - - - -0- - _ _ - - O - - - - - EXISTING CONC FOUNDATION 2X2 SQ ARE OOD OR C _ _ _ _ _ _ _ _ _ _ _ _ B TERS a 4' O.C. (T CAL) x U) I I EXIST (2) 2X8 BE=AM + COLUMNS TO TO 3'-6'BELOW GRADE MIN, X'. 6P. . WOOD OR CO ECKING N NEW 4X4 PT. POST L — — J REMAIN NEW CONCRETE zt DECK FRAMING cn O ,-U I NEW OR EXIST 4'DIA STEEL COLUMN ON FOUNDATION + FOOTING TO BE 12AMIENDANT x � ON 24' X 24'X 12'D 30' X 30'X 12'D 12EINF CONCRETE IF GARAGE FOUNDATION OF HOUSE STRUCTURE REI(�F CONC VERIFY EXISTING OR NEW IXI2 COMP OR P.T. WOOD JOISTS 0 I FOOTING O 1 NOT ADEQUATE, PIN FOOTING LOCATION OF COLUMN TO O O I 1 EXISTING SLAB TO NEW ' O TO REPLACE EXIST ACCESS STAIRS +POST COLUMN ;o FOUNDATION AS READ O WOOD FASCIA ILL TIMBER? ABOVE i� I IEXIST BEAM Lf) 1 G11213152 - S FR MING AN O 1 L — — A ACCESS EXIST CELLAR STORAGE AWL I nt EXIST 4X4* P.T. W DOST / GALVA AZED EXIST 37-5' X 28'-3' O STIP. OR/ OR ' CRAWL SPACE PATCH FRAMING FOR STAIRS k I UNEXCAVATED c 1 GARAGE SLAB ABOVE NEW 2-1/2' CRAWL SPACE CONC SLAB x ON VAPOR BARRIER DEC S C ON T I L LE /2'=I'-O( i MIN R-22 INSILATION EHXWISHT oR NEW TO REPLACE EXIST - w I WATER VENT METER VENT VENT e Z °'d 12'DIIA. CONCRETE A _ AILING + ALLUSTB?S BEYOND O FOUNDATION �z!n I � PROPOSED I CDU UNEXCAVATED DII -1II o N I SLAB ABOVE t2> P.T. 2X10 DR ° ASPABJ= — ,n 2 6-14-18 Mbath, Bedroom 3,KitchenIL - SEEz L --------------------- 1 9-26-17 Deck FramingI I APSON DTT2Z DECK PROPOSED CRAWL SPACE I L — — — — — — — — — — — — — — — — # Date Revision f FOR POSTS I VENTS PER COIDE ODE (RESIST 200-LB LOAD) INSTRUCTIONS I I 2.5' CONC SLAB I 17 CONC PIER TO Addition+Renovation for: 3'-6' BE LOW 4X4 WO P GRADE MIN NEW 2 X 10 FLOOR JOISTS 16_OC3 , rp I I MIN R-30 INSULATION �I I 15'- 13'-2' Silber Residence P.T OOD JOISTS I I Block/Lot: 104-7-10 ATTACH STRINGER TO SOLID I I I I 1570 Mason Drive BRIDGINGTWEEN JOISTS T VENT Cutchogue, New York 2X4 ( O RIS(32 TOO INGTOLESSTH 47 CELLAR FLOOR, DECK DTLS, RISER I �-- - - - - - - - - - - - - - - 9-I/2' MIN. 'TREADS, TYP I I 8-1/4' MAX.. RISERS, TYP. T. 2X12 STRI S PER PLAN — — - - - - - - - - - - - - - - - -J Scale: 1/4" = F-0", 1/2" = 1'-0" - ATTACH POST TO P.T. WOOD TREAD AND IV-11' TREAD W/ GALV. STEEL RISER Date: MAY 31, 2017 BRACKETS Submission: PERMIT SET 4' CONCRETE PAD ON 12' DIA. CONCRE ° 6' GRAVEL BED FOUNDATION °° Indemnification Clause: ° Z The owner shall release,hold harmless,and indemnify the Architect with respect to:an changes made to the C PROPOSED CELLAR / FOUNDATION PLAN construction documents by anyone ther than the Architect, in 1/4 1 -0* or changes in any aspect of the work,or failure by the d ° Contnrctoobui]d in accordance with these construction TYPICAL STAID / LANDING DETAIL doeurtl Q ` L 0 r )� . A4 4' NEW ARCHITECTURAL SHINGLE ROOFING TYPICAL NEW ARCHITECTURAL SHINGLE ROOFING TO GAF - TIMBERLINE - AMERICAN HARVEST COLORS CEDAR FALLS ��'� REPLACE EXIST,TYP ��,; NEW RIDGE + SOFFIT VENTS TO CODE Chris Blare Architect 12 12 7 MATCH 9 VIF 12 NEW ARCHITECTURAL SHINGLE ROOFING AT 155 N. Washington Ave,Bergenfield,NJ 07621 EXISTING '�� 7 VIF ADDITION, TYP Tel:201-816-9523 Fax:201-816-9546 I -- ---------- --------- NJ Lie#12792 NYLic#019458-1 NEW RIDGE + SOFFIT VENTS TO CODE I cba@chrisblakearchitect.com i I I i I I EXPOSED RAFTER TAILS AT NEW ARCHITECTURAL i i 2'-O'OVERHANG, YP SHINGLE ROOFING TO REPLACE EXIST, TYP JFJ I I I I I I I I ` I NEW ARCHITECTURAL SHINGLE ROOFING AT ADDITION - - - - - ' -- -- -- - - -- -- - -- -- NEW ARCHITECTURAL SHINGLE ROOFING TO REPLACE EXIST,TYP - -- I lLl l U I �U i �U ��U L� u�LIJ I I �I I J� LI LI I I UJ LU L� I I LI III I I III LI I i l W OA 2D Bt S IN( 211V I I I I I ' I I j I I I I + WINDOW PLAN o I I I I W I00W1 DO S I111 -1Li1LLLL NE 8 + AT7 ID G M I, H 1 � 11I7 11 H jjjj �jj � I I i I I I I I I I EXISTING GARAGE FOUNDATION TO REMAIN, I NEW CRAWL SPACE FOUNDATION AT ADDITION I I I VS ICONDITION OF CONCRETE MIN 42'BELOW GRADEI NEW CRAWL SPACE FOUNDATION AT NEW ADDITION I I L - - - - - - - - - - - - -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - -1 — L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -�— — — — — — — — — — — — — — — -I G RIGHT-SIDE ELEVATION114' - 1'-0' �G 2EAR ELEVATION 1/4" = 1'-0' NEW ARCHITECTURAL SHINGLE ROOFING AT - A (TION, TYP r I _ I I I I I I I I I I I EXIST MASONRY IMNEY E EYOND I l I I ! I I I I I I I I I I I I I I I I ' NEW ARCHITECTURAL SHINGLE ROOFING AT -- -- -- - -- - - - ADDITION. TYP .' r I 'L 11 1 H - I ® FRONT ELEVATION I I I ' 1/4- = 1'-0- LLL I I I I i I I W PAN I II IIII �� II � I II IIII II I I PROPOSED RIDGE NEW RIDGE + SOFFIT VENTS TO CODE B + IDI TRI ELEV 22'-5'ABOVE FIRST FLOOR 1 I A A IFT S I I ' I I ATTI_ I C FIN FLOOR _ _ _ _ NEW ARCHITECTURAL SHINGLE ROOFING AT ADDITION, ELEV 18'-O' TYP + TO REPLACE EXIST, TYP I I I NEW CRAWL SPACE FOIJNDATI AT NEW ADDITION I _ _ 20 FL WINDOW R.O. 2 6-14-18 Mbath, Bedroom 3,Kitchen NEW CRASPACE FOUNDATION AT NEW ADDITION I ELEV 16'-9' Fj _____________________________________ 1 9-26-17 Deck Framing I- - - - - - - - - - - - - - - - -4 L - - - - - - - - - - - - - - - - - - - - -FJ- - - - - - - - - - - - - - - - - - - J # Date Revision Addition+Renovation for: I I co I I EXISTING CELLAR FOLNDATION 12 12 11.11Silber Residence L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 2ND FIN FLOOR 7 VIF� EXIST MAY IM-,EY 7 VIF N + ELEV I0'-0' VIF Block/Lot: 104-7-10 _ 1570 Mason Drive NEW ARCHITECTURAL SHINGLE ROOFING Cutcho ue New York U6 I/4' = 1'-0'LEFT-SIDE ELEVATION IST FL CLG RRONT I � � ' S,Sly IST FL WINDOW R.O. _U� W O +BATTEN DI + 1 ELEVATIONS IL ELEV 6-9' FRONT L'LLtLf >W H.EV 6'-II' REAR Scale: 1/4" = 1'-0" 0 U) ZO L] a- D D LfflLEH - � O LL"I Date: MAY 31, 2017 I I I III NEVV WINDOWS Pez�PL�A Submission: PERMIT SET uJ1u LL�L�J I�LllJ uLUJ U I I IJ IST FIN FLOOR _ _ _ NEWV CEDAR OR VINYL 'SHAKES' ELEV O'-0' EXIST Itf NEW DO PER PLAN Indemnification Clause: The owner shall release bold harmless and indemnify the Architect with respect to:any changes made to the A construction documents by anyone other than the Architect, ELEV -2'-2' (VIF) I 1 I 1 I or changes in an as ect of the work,or failure by the U- I I I NEW FRONT PORCH, FOOTINGS, DECKING,RAILING, I I Contract ante with these construction > I I I COLUMNS. ROOF PER PLANS I I docu �R w I I I o.. NEWV CRAWL SPACE FOUNDATIONI VERIFY EXIST FOUNDATION I4(/Cs r' I I-1 I c. EXIST CELLAR FLOOR - - -- - - - - - - - - - - � - - J - - - - - - - - - - - - - - - ELEV -7-0' (VIF) Fj EXISTING CELLAR TO REMAIN —1 y A S `- ,: l RESIDENTIAL NOTES: MANUFACTURED WOOD PRODUCTS WINDOWS: Chris Blake Architect I. FIRE STOPPING REQUIRED PURSUANT TO THE 2015 INTERNATIONAL RESIDENTIAL CODE - NY 1. MICRO-LAM (LVL) BEAMS: MANUFACTURED BY GEORGIA PACIFIC. FB=260OPSI, E=1,900,000 PSI OR I. ALL NEW WINDOWS AND FRENCH DOORS TO BE ANDERSEN BRAND 400 SERIES WOOD UNITS OR 155 N. Washington Ave,Bergenfield,NJ 07621 2. ALL EXTERIOR GLASS D002S AND SHOWER ENCLOSURES TO HAVE SAFETY GLAZING - REQUIRES APPROVED EQUAL. APPROVED EQUAL. SHOWN ON PLANS ARE CATALOG UNIT NUMBERS AND ROUGH-OPENING DIMENSIONS. MARKING: 16CFR,I201 2. ALL WINDOWS TO HAVE LOW-E INSULATED GLASS, HURRICANE RESISTANT, SCREENS, HARDWARE PER Tel:201-816-9523 Fax:201-816-9546 3. ALL EXTERIOR WALLS TO BE MIN INSULATED WITH R-21 BATT INSULATION - NEW ROOF TO HAVE R-30, OWNER'S REQUEST. NEW FLOOR TO HAVE R-30 OR AS NOTED PER ENERGY CODE. PLYWOOD 3. ALL TRIM TO MATCH EXISTING, SILL HORNS TO EXTEND FOR TRIM, ALL EXTERIOR WALLS ARE WOOD STUD NJLic#12792 NY Lie#019458-1 4. ALL NEW INTERIOR WALLS TO RECEIVE NEW INTERIOR FINISHES, I/2" GYPSUM BOARD TYPICAL, MOISTURE - VERIFY WIDTH. cba@chrisblakearchitect.com RESISTANCE AT WET LOCATIONS. LION. i. PLYWOOD SHEATHING SHALL BE RATED SHEATHING AND APA GRADE STAMPED FOR SPECIFIED 4. ALL EGRESS WINDOWS TO BE PER CODE - 5.7 SQ FT CLEAR OPENING, 24" MIN. HEIGHT, 20" MIN. WIDTH, 44" MAX SILL WEIGHT ABOVE FINISHED FLOOR. SPAN, SHALL BE MADE WITH EXTERIOR GLUE AND SHALL BE OF THE FOLLOWING THICKNESS: ROOF - 5/8", 5. INSURE EGRESS AND TEMPERED UNITS WHERE REQUIRED. GENERAL CONSTRUCTION NOTES WALLS - I/2", INDEX STAMP TO BE VISIBLE ON ALL SHEETS. 6. PROVIDE MUNTIN GRILLES FOR ALL UNITS PER ELEVATIONS, SDL.. 2 ALL PLYWOOD SHALL BE GLUE NAILED TO FLOOR JOISTS USING APA APPROVED CONSTRUCTION 7. PROVIDE EXTENSION JAMBS FOR WALLS GREATER THAN 4". I. ALL STRUCTURAL WORK SHALL CONFORM TO THE STATE BUILDING CODE AND ALL LOCAL GOVERNING ADHESIVE OF GOODRICH PL-400 OR APPROVED EQUAL). 8. ANY SUBSTITUTIONS TO BE EQUAL TO, OR GREATER THAN, UNIT SHOWN ON PLAN. BUILDING CODE. 3. USE PLY CLIPS OR OTHER EDGE SUPPORT AS REQUIRED FOR PLYWOOD SHEATHING. 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING, BRACING, SHEETING AND MAKE SAFE ALL 4. LEAVE 1/16" SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8" SPACE AT ALL PANEL EDGE GENERAL ADMINISTRATION= ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOINTS. MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES OF CONSTRUCTION: FOR COORDINATION OF 1. THE ARCHITECT IS TO HAVE ACCESS TO THE JOB SITE AT ALL TIMES. THE WORK OF ALL TRADES, AND FOR SAFETY PRECAUTIONS. 2. NO WORK TO BE STARTED UNTIL A BUILDING PERMIT E REQUIRED VARIANCES, IF NEEDED, HAVE BEEN 3. PROPERTY DIMENSIONS GIVEN ARE BASED UPON INFORMATION CONTAINED IN VARIOUS DESIGN TIMBER CONNECTORS: OBTAINED, AND OTHER APPROVALS AND REVIEWS HAVE BEEN CONDUCTED AND SECURED AS REQUIRED BY DOCUMENTS PROVIDED BY THE OWNER. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO THE LOCAL AGENCIES HAVING JURISDICTION OVER THE WORK. SITE INFORMATION. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT FOR HIS EVALUATION 3. ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED BEFORE THE START OF ANY WORK AND BEFORE THE AFFECTED CONSTRUCTION IS PUT IN PLACE. I. JOISTS HANGERS, CROSS BRIDGING, AND ALL CONNECTORS FOR WOOD CONSTRUCTION SHALL BE GALVANIZED STEEL AS MANUFACTURED BY SIMPSON OR APPROVED EQUAL. SPECIAL NAILS AS DISCREPANCIES, OR VARIATIONS BETWEEN PLANS AND ACTUAL CONDITIONS ARE TO BE BROUGHT TO THE SUPPLIED BY MANUFACTURER SHALL BE USED FOR REQUIRED NAILING. IMMEDIATE ATTENTION OF THE ARCHITECT PRIOR TO START OF WORK. 4. ALL WORK OF THE VARIOUS TRADES IS TO BE PERFORMED BY CAPABLE AND REPUTABLE FRAMING LUMBER � TIMBERS: 2. PROVIDE GALVANIZED METAL POST BASES AND POST CAPS OTYPE OR EQUAL) AT ALL CONTRACTORS, LICENSED IN THE STATE OF NEW YORK AND AS OTHERWISE REQUIRED BY LOCAL AGENCIES. POSTS. SELECT POST BASES THAT ARE DESIGNED TO BE ANCHORREDED T TO FOUNDATIONS WITH BOLTS OR PLATES EMBEDDED IN THE CONCRETE 5. ALL CONSTRUCTION MATERIALS ARE TO BE NEW AND OF SOUND QUALITY. 1. ALL FRAMING LUMBER WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS 3. PROVIDE METAL BEAM HANGERS AT ALL JOISTS FLUSH FRAMED TO BEAMS. WHERE BEAMS ARE 6. PRIOR TO COMPLETION OF WORK, REMOVE FROM JOB SITE ALL TOOLS, EQUIPMENT, MACHINERY, DEBRIS, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION "TIMBER CONSTRUCTION MANUAL", LATEST EDITION. WASTE, SCRAP ETC. B. NATIONAL FORESTS PRODUCTS ASSOCIATION "NATIONAL DESIGN SPECIFICATION FOR WOOD FLUSH FRAMED TO OTHER BEAMS, USE TOP FLANGE METAL BEAM HANGERS. 7. ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE TIME OF CONSTRUCTION ARE NOT THE 4. PROVIDE METAL HURRICANE ANCHORS AT EACH RAFTER. SIMPSON H5 OR H7 OR AS REQUIRED BY CONSTRUCTION", LATEST EDITION. RESPONSIBILITY OF THE ARCHITECT. 2. FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIE FOR THE SPECIFIED USE, THE LOCAL GOVERNING BUILDING CODE. 8. THE CONTRACTOR SHALL FULLY COMPLY WITH AH LOCAL STATE AND FEDERAL REQUIREMENTS AND UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. ALL LUMBER SHALL BE 5. RAFTERS FRAMED FLUSH TO STRUCTURAL RIDGE BEAMS SHALL HAVE HANGERS. GENERALLY ACCEPTED STANDARDS FOR THE CONSTRUCTION INDUSTRY SUCH AS, ASTM, ANSI, ADA, SMACNA, GRADE-STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACE DRIED. UL, ETC. DESIGN LOADS ARE AS FOLLOWS PER SF= 9. THE CONTRACTOR SHALL PROVIDE ALL CERTIFICATES OF INSURANCE, BONDS, TEMPORARY SERVICES, RAFTERS, NOT USED AS TAILS: DOUGLAS FIR LARCH =2, FB-900 PERMITS AND FEES, SCHEDULING OF WORK AND REMOVAL OF DEBRIS, AND SHALL ARRANGE FOR THE CALM, PSI, E=1,600,000 LOCATION LIVE DEAD DEFLECT LIMIT AND QUIET MOVEMENT OF MEN AND MATERIALS THROUGHOUT THE NEIGHBORHOOD AND SITE DURING THE COLLAR TIES, CEILING JOISTS: DOUGLAS FIR LARCH a2, PF-900 CONSTRUCTION PROCESS WITHOUT DISRUPTION OF DAILY ACTIVITIES TO NEIGHBORS, OWNERS AND WORKERS. PSI, E=1,600,000 FIRST FLOOR 40 LBS 10 LBS L/360 10. DUST PARTITIONS SHALL BE ERECTED AS DIRECTED BY THE OWNER SO AS NOT TO ALLOW STUDS: DOUGLAS FIR LARCH STUD GRADE, KILN DRIED, FC=850 2ND FL (SLEEP AREAS) 30 LBS 10 LBS L/360 CONSTRUCTION DUST TO ENTER USABLE AREAS. HEAVY PLASTIC SHEATHING PROPERLY FASTENED IS PSI, E=1,400,000 ATTIC (NON-STORAGE) 10 LBS 15 LBS L/24O ACCEPTABLE. PLATES, DOUGLAS FIR LARCH STUD GRADE ATTIC (STORAGE) 20 LBS 10 LBS L/240 11. FOUNDATIONS AND SUBSOIL CONDITIONS HAVE BEEN DESIGNED BASED ON GENERAL INFORMATION AND HEADERS, BEAMS* DOUGLAS FIR LARCH U1, FB-1000 PSI, ROOF W/ FINISHED CLG 30 LBS SNOW 15 LBS L/24O MAY REQUIRE BORINGS AND/OR TEST PITS AS FURNISHED BY THE OWNER. EXACT FOUNDATION E=1,700,000 ROOF W/O FINISHED CLG 30 LBS 17 LBS L/180 REQUIREMENTS ARE SUBJECT TO CHANGE BASED UPON INSPECTION OF ACTUAL SITE CONDITIONS AT TIME POSTS: DOUGLAS FIR LARCH ul, FC-1000 PSI, E=1,600,000 OF CONSTRUCTION AS DETERMINED BY THE ENGINEER. 1.DOUBLE ALL JOISTS (LION) AROUND OPENINGS AND UNDER ALL PARTITIONS PARALLEL TO THE 12. PRIOR TO THE START OF ANY WORK, THE CONTRACTOR AND OWNER SHALL VERIFY THE STRUCTURAL 3. NAILING SHALL CONFORM TO THE 2015 IRC. DIRECTION OF THE JOISTS. INTEGRITY OF ALL EXISTING STRUCTURAL ELEMENTS TO REMAIN, AND SAFEST REMOVAL METHOD FOR THOSE 4. WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICRO-LAM, 2.PROVIDE CONTINUOUS FIRE STOP AT ALL CONCEALED SPACES IN WALLS AND BETWEEN FLOOR TO BE DISCARDED, INCLUDING ALL BRACING, SHORING, AND STABILIZING METHODS REQUIRED TO ENSURE SITE GLU-LAM, OR STEEL GIRDERS, SET THE GIRDERS 1/4" CLEAR BELOW TOP OF FRAMING LUMBER TO ALLOW FOR SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS OF CONCEALED SPACES TO 8'-0" VERTICALLY SAFETY. FRAMING LUMBER SHRINKAGE. AND 20'-0" HORIZONTALLY. 13. ALL DIMENSIONS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 5. STUD BEARING WALLS ARE TO BE A MINIMUM 2"X4" e 16" O.C. 3. ALL MATERIAL TO BE USED IN THIS PROJECT SHALL BE INSTALLED IN STRICT CONFORMANCE WITH 14. DO NOT SCALE DIMENSIONS FROM DRAWINGS. WRITTEN DIMENSIONS ARE TO BE FOLLOWED FOR AT THE INTERIOR E EXTERIOR. MANUFACTURER'S RECOMMENDED SPECIFICATIONS FOR INSTALLATION OF THEIR PRODUCT. CONSTRUCTION AND ZONING PURPOSES. 6. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW. INSTALL ADDITIONAL STUDS 4. ALL MASONRY SHALL BE TIED TO STRUCTURE WITH SUITABLE NONCORROSIVE STRAPS AND 15. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PLANS WITH ALL RELATED SERVICE WHERE REQUIRED. ANCHORS INTENDED FOR THESE SPECIFIC USES. COMPANIES, AND GOVERNMENT AGENCIES, SUCH AS, TELEPHONE, GAS, SEWER, WATER, ELECTRICITY, CABLE, 7. USE DOUBLE STUDS AT ENDS OF WALLS AND END OF WALL OPENINGS. 5. PROVIDE SOLID BLOCKING AS REQUIRED UNDER ALL POSTS ABOVE, AS REQUIRED TO PROPERLY D.O.T., ETC. AND SHALL FULLY COMPLY WITH ALL INTERFACE REQUIREMENTS INDEPENDENTLY WITH EACH 8. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. TRANSMIT LOADS TO FOUNDATION AND/OR GIRDERS. APPLICABLE CONNECTION. 9. TOP PLATES OF WALLS SHALL BE (2) 2"X4" MEMBERS, STAGGER SPLICES 8'-0' MINIMUM. LAP ALL PLATES 16. THE CONTRACTOR SHALL VERIFY THAT ALL FIXTURES, EQUIPMENT AND/OR APPLIANCES SPECIFIED, AT CORNERS AND AT INTERSECTIONS OF PARTITIONS. ORDERED, OR INSTALLED IN THIS PROJECT ARE IN FULL COMPLIANCE WITH ALL CONDITIONS AND 10. UNLESS OTHERWISE NOTED, PROVIDE HEADERS OVER ALL OPENINGS AS FOLLOWS: INTERIOR WALLS (2) FOUNDATIONS- REQUIREMENTS OF THE MOST CURRENT EDITION OF THE NEW YORK ENERGY AND CONSTRUCTION CODE. ANY 2"X8" MIN., EXTERIOR WALLS (2) 2"X10" MIN. ITEM SPECIFIED HEREIN WHICH DOES NOT COMPLY SHALL BE BROUGHT TO THE ATTENTION OF THE 11. UNLESS OTHERWISE NOTED, AT ENDS OF ALL BEAMS, HEADERS, AND GIRDERS, PROVIDE A BUILT-UP OR 1. BUILDING FOUNDATIONS SHALL BEAR ON FIRM UNDISTURBED SOIL HAVING MINIMUM BEARING ARCHITECT IN ORDER THAT AN ACCEPTABLE ALTERNATIVE MAY BE SELECTED. SOLID POST WHOSE WIDTH IS AT LEAST EQUAL TO THE WIDTH OF THE MEMBER CAPACITY OF 3,000 PSF OR ALL ON ROCK HAVING MINIMUM BEARING CAPACITY OF 4,000 PSF. 17. THE CONTRACTOR SHALL ARRANGE AND CONDUCT ALL INSPECTIONS WITH LOCAL BUILDING INSPECTORS IT IS SUPPORTING AND WHOSE DEPTH IS 4" AT INTERIOR WALLS, 6" AT EXTERIOR WALLS. WHERE POSTS FOUNDATIONS SHALL NOT BEAR PARTIALLY ON SOIL IF OTHER FOUNDATIONS BEAR ON ROCK. ADEQUACY FOR SOILS AND FOUNDATIONS, ROUGH CARPENTRY, PLUMBING AND ELECTRICAL, FIRE STOPPING, MECHANICAL SPECIFIED ON THE DRAWINGS, THEY SHALL BE SOLID TIMBERS, NOT BUILT-UP FROM STUDS. OF BEARING STRATUM SHALL BE VERIFIED IN FILED BY THE GEOTECHNICAL ENGINEER. ADJUST BOTTOM VENTILATION, WELDING, OR AS OTHERWISE REQUIRED DURING CONSTRUCTION. 12. BEAMS UNDER OR ABOVE A POST SHALL BE AT LEAST AS WIDE AS THE POST. OF FOOTING ELEVATION AS REQUIRED. 18. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE SAFETY OF PUBLIC WORKERS AND OTHERS 13. PROVIDE CROSS BRIDGING AT MAXIMUM 8'-O" O.C., FOR ALL JOISTS. NO NEW OR EXISTING JOISTS SHAM 2 MINIMUM FOUNDATION REINFORCEMENT SHALL CONSIST OF: ON SITE DURING THE CONSTRUCTION PERIOD AND SHALL PROVIDE ALL NECESSARY WORKERS COMPENSATION BE CUT OR NOTCHED WITHOUT APPROVAL. FOOTINGS: 2 v4 CONTINUOUS PLACED 3" CLEAR FROM BOTTOM AND SIDES. LAP 2'-0". INSURANCE FOR ALL WORKERS. WALLS: 2 n4 CONTINUOUS PLACED 2" BELOW TOP OF WALL. LAP 2'-0" FRAMING NOTES: WALL DOWELS n4 ® 2'-O" OC. EMBED VERTICAL LEG 9" INTO FOOTING W/ 90 DEGREE, 6" HOOK AT END, EMBED VERTICAL LEG 1'-8" INTO WALL. I. RAFTERS TO BE FRAMED TO RIDGE BOARD, TYP, LION. RIDGE BOARD TO BE NOT LESS THAN CUT END 3. DO NOT PLACE BACKFILL AGAINST THE CONCRETE WALLS UNTIL THE WALLS HAVE ATTAINED THEIR NOTICE TO GENERAL CONTRACTOR 28 DAY STRENGTH. OF RAFTER. 4. ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM 3'-O" BELOW FINAL GRADE UNLESS THEY DUE TO THE AGE + CONDITION OF THE BUILDING AND NON-VISIBLE STRUCTURAL MEMBERS, THE CONTRACTORS 2. HIP AND VALLEY RAFTERS SHALL BE NOMINAL 2' THICK, NOT LESS THAN DEPTH OF CUT END OF RAFTER. BEAR ON SOUND, UNWEATHERED ROCr, ARE TO SURVEY THE STRUCTURE, OPEN CONCEALED AREAS AND VERIFY CONDITIONS. IF DISCREPANCIES OR HIP + VALLEY RAFTERS SHALL BE SUPPORTED AT RIDGE BY BRACE TO A 5. A LINE CONNECTING THE NEAREST POINTS OF THE BOTTOMS OF ANY TWO FOOTINGS SHALL NOT PROBLEMS ARE FOUND THE ARCHITECTS ARE TO BE CONSULTED IMMEDIATELY, BEFORE PROCEEDING WITH BEARING PARTITION, U.O.N. HAVE A SLOPE GREATER THAN I VERTICAL. TO 2 HORIZONTAL. ANY WORK. THE ARCHITECT MADE ASSUMPTIONS BASED UPON VISUAL INSPECTIONS, HOWEVER, ALL 3. WHERE CEILING JOISTS ARE NOT PARALLEL TO RAFTERS, SUB-FOORING OR METAL STRAPS SHALL BE 6. PRESSURE TREATED SILLS SHALL BE ANCHORED TO THE FOUNDATION WALL WITH 1/2" ANCHOR CONDITIONS AND STRUCTURAL MEMBERS COULD NOT BE SEEN. THEREFORE, BEFORE BEGINNING WORK THE INSTALLED TO PROVIDE A CONTINUOUS TIE ACROSS BUILDING, OR BE PROVIDED BOLTS WITH A 4" 90 DEGREE HOOK AT THE END. THE BOLTS SHALL BE EMBEDDED 12". LOCATE BOLTS CONTRACTORS ARE TO: W/ 2X4 CROSS TIES LESS THAN 4'-0" OC, U.O.N. AT CORNERS, SIDES OF WALL OPENINGS IN STUD WALLS, AND 6'-0" OC. 4. CEILING + FLOOR JOISTS SHALL BE LAPPED OVER BEARING PARTITIONS A MIN OF 3". 1. DIG INSPECTION HOLES AT LOCATIONS INDICATED ON THE CONTRACT DRAWINGS TO DETERMINE 5. STRUCTURAL ROOF, FLOOR, AND WALL FRAMING SHALL NOT BE CUT, NOTCHED, OR BORED IN EXCESS CONDITION, SIZE AND LOCATION BELOW GRADE OF FOUNDATIONS E FOOTINGS. OF SECTION 602.6, 802.7 IRC 2009, NJ EDITION. ENGINEERED WOOD PRODUCTS ARE NOT CONCRETE PERMITTED TO BE ALTERED EXCEPT AS PER MANUFACTURER INSTRUCTIONS. 2. REMOVE FINISHES AND OTHER MATERIALS CONCEALING STRUCTURAL MEMBERS AND VERIFY THEIR 6. JOISTS UNDER PARALLEL BEARING PARTITIONS SHALL BE DOUBLED, OR A BEAM AS NOTED TO SUPPORT 1. ALL CONCRETE WORK SHALL CONFORM TO THE ACI "BUILDING CODE REQUIREMENTS FOR CONDITION, SIZES AND LOCATIONS, IF ANY STRUCTURAL MEMBERS ARE IN POOR CONDITION OR THE LOAD SHALL BE PROVIDED. REINFORCED CONCRETE" (ACI318), LATEST EDITION. QUESTIONABLE IN ANY WAY THE SITUATION IS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECTS FOR 7. THE ENDS OF EACH JOIST, BEAM, RAFTERS, OR GIRDERS SHALL NAVE NOT LESS THAN 1.5" OF BEARING 2 ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM ULTIMATE COMPRESSION CORRECTIVE DESIGN. ON WOOD OR METAL + NOT LESS THAN 3" BEARING ON MASONRY OR CONCRETE - PER SECTION 802.6 IRC STRENGTH OF 3000 PSI AT 28 DAYS. 2009 - NJ. 3. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60. 3. ALL CONSTRUCTION INCLUDING MECHANICAL, ELECTRICAL, PLUMBING SYSTEMS ARE TO BE CHECKED AND 8. JOISTS FRAMING INTO SIDE OF WOOD GIRDER SHALL BE SUPPORTED BY APPROVED FRAMING ANCHORS REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI MANUAL OF STANDARD PRACTICE ANY VIOLATIONS OR POOR CONDITIONS ARE TO BE CORRECTED. OR LEDGER STRIPS. JOISTS SHALL BE SUPPORTED LATERALLY AT ENDS BY FULL DEPTH SOLID BLOCKING NOT (AC1315), LATEST EDITION. LESS THAN 2" NOMINAL THICKNESS. 4. COMPLY WITH THE RECOMMENDATIONS OF AC1306 FOR COLD WEATHER CONCRETING AND AC1305 9. STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED, OR NOTCHED IN EXCESS OF THE LIMITATIONS FOR HOT WEATHER CONCRETING. SPECIFIED IN IRC 2006 25028 - NJ. 5. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM AI85, WITH A MINIMUM ULTIMATE TENSILE 10. FLOOR FRAMING SHALL BE NAILED AND FASTENED IN ACCORDANCE WITH IRC 2009, 2602.3 - NJ. STRENGTH OF 70,000 PSI. DECK NOTES= 11. ROOF/WALL CONNECTION SHALL BE NAILED AND FASTENED IN ACCORDANCE WITH IRC 2009 2802.3.1 - 6. COORDINATE SIZE AND LOCATION OF OPENINGS AND PIPE SLEEVES WITH DRAWINGS. MINIMUM NJ. CONCRETE PIPE BETWEEN SLEEVES SHALL BE 6". 1. WOOD POSTS + COLUMNS IN CONTACT WITH THE GROUND OR IMBEDDED IN CONCRETE ARE REQUIRED TO BE 12. FRAMING OF OPENINGS SHALL BE FRAMED WITH A HEADER AND TRIMMER JOISTS. DOUBLE ALL 7. ALL GROUT SHALL BE NON-SHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. CONSTRUCTED WITH PRESSURE TREATED WOOD. FRAMING MEMBERS FOR SPAN OVER 5'-0", AND APPROVED HANGERS ARE REQUIRED F02 SPANS OVER 6'-0". 8, PROVIDE CLEARANCE FROM FACE OF CONCRETE TO REINFORCEMENT AS FOLLOWS- 2 6-14-18 Mbath, Bedroom 3,Kitchen 13. WALL FRAMING SUCH AS TOP PLATES, JACK STUDS, STUD SPACING, HEADERS, BOTTOM PLATE, SLABS: 3/4" , FOOTINGS: 3" , EXTERIOR WALLS: 1-1/2" FOR a5 OR SMALLER. 2. GIRDERS WITHIN 12 INCHES OF ANY EXPOSED EARTH ARE REQUIRE TO BE CONSTRUCTED,OF PRESSURE 1 9-26-17 Deck Framing FIRE-BLOCKING, DRILLING AND NOTCHING, CRIPPLE AND BRACED WALLS, AND FASTENING SHALL BE PER IRC TREATED WOOD. 2009, SECTION 8601, NJ. # I Date Revision 3. ALL FLOOR JOISTS AND DECKING MATERIAL WITHIN 18 INCHES OF EXPOSED EARTH ARE REQUIRED TO BE Addition+Renovation for: MICRO-LAM BEAMS: CONCRETE BLOCK: CONSTRUCTED WITH PRESSURE TREATED WOOD. LA MINIMUM OF 11/2" OF BEARING LENGTH IS REQUIRED. SEE DRAWINGS FOR THE POST SIZE REQUIRED. 1. ALL CONCRETE BLOCK WORK SHALL CONFORM TO THE "NATIONAL CONCRETE MASONRY ASSOCIATION 4. NON-CORROSIVE FASTENERS ARE REQUIRED. 2.BUL EARING ACROSS FL LENGTH OF BEAM IS ASSUMED. SPECIFICATIONS," LATEST EDITION. Silber Residence 3. LATERAL SUPPORT REQUIRED AT BEARING POINTS. 2. CONCRETE BLOCK SHALL CONFORM TO ASTM C90, TYPE I, WITH F'M=1500 PSI ON NET AREA. 5. METAL HANGERS, STRAPS, ETC., MUST HAVE MANUFACTURER'S GALVANIZED NAILS OR APPROVED EQUAL. 4. 16" AND 18" DEEP BEAMS ARE 3. ALL MORTAR SHALL BE ASTM C270 TYPE S.E TO BE USED IN MULTIPLE UNITS ONLY. Block/Lot: 104-7-10 5. NAILING PATTERN FOR ASSEMBLY OF MULTIPLE UNITS TO BE A MINIMUM OF (2) ROWS OF 16D NAILS @ 12" 4. ALL BLOCK DIMENSIONS INDICATED ON DRAWINGS ARE NOMINAL DIMENSIONS. DECK GUARD NOTES 5. ALL CONCRETE BLOCK BELOW GRADE SHALL BE FILLED WITH MORTAR. 1570 Mason Drive 6.O.C., (3) ROWS 28 1 0 NAILS =2, O.C. FOR 14", 16" AND 18" BEAMS. 6. CONCRETE BLOCK BELOW BEAM OR TRUSS BEARING POINTS SHALL BE FILLED SOLID I. DECK GUARDS ARE REQUIRED WHEN THE DECK WALKING SURFACE IS MORE THAN 30 INCHES ABOVE THE Cutchogue, New York 7. ASSUME F8EAMS 0 PSI, NUFA0,000 PSI FOR A MINIMUM OF TWO COURSES IN DEPTH AND A MINIMUM OF 32" IN WIDTH, U.O.N. FLOOR OR GRADE BELOW. 7.MICRO-LAM BEAMS ARE MANUFACTURED BY 'GEORGIA PACIFIC". 7. WHERE A WOOD POST OR STEEL PIPE COLUMN BEARS DIRECTLY ON A BLOCK WALL, FILL ALL BLOCKS 8. ALL JOIST HANGERS TO BE "MICRO-LAM" METAL LUMBER CONNECTORS, SEE MANUFACTURER'S SOLID WITHIN A WIDTH OF 32", CENTERED ON THE POST OR PIPE COLUMN, DOWN TO THE FOUNDATION. 2. DECK GUARDRAILS SHALL BE A MINIMUM OF 36 INCHES IN HEIGHT AND CONSTRUCTED TO WITHSTAND A GENERAL NOTES SPECIFICATIONS FOR HANGER DESTINATION. 8. PROVIDE HORIZONTAL LADUR TYPE REINFORCEMENT AT 16" VERTICAL SPACING. PROVIDE SPECIAL CONCENTRATED LOAD OF 100 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ALONG THE TOP RAIL CORNER AND TEE PIECES FOR CONTINUITY. MEMBER. Scale: NO SCALE ABBREVIATIONS: 3. OPEN GUARDS SHALL HAVE BALUSTERS OR BE OF SOLID MATERIAL SUCH THAT A SPHERE WITH A 4 INCH VIF VERIFY IN FIELD OH OVERHANG ELECTRICAL NOTES: DIAMETER CANNOT PASS THROUGH THE OPENING. Date: MAY 31, 2017 TYP TYPICAL PK PEAK 4. GUARDS SHALL NOT HAVE AN ORNAMENTAL PATTERN THAT WOULD PROVIDE A LADDER EFFECT. LION UNLESS OTHERWISE NOTED NT HEIGHT APPLICABLE NEW EIJrCTRICAL OUTLETS, PHONE OUTLETS, AND CABLE TV OUTLETS TO BE INSTALLED AS PER APPLICABLE CODES. Submission: PERMIT SET PTD PAINTED SF SQUARE FEET 2. ALL NEW SMOKE DETECTORS TO BE HARDWIRED TO NEW CIRCUIT PER BUILDING CODE, BATTERY 5. STAIR GUARDS / HANDRAILS ARE REQUIRED ON STAIRWAYS WITH 3 OR MORE RISERS. AFF ABOVE FINISHED FLOOR LBS POUNDS BACK-UP OC ON CENTER FL FLOOR6. RISERS SHALL BE CLOSED OR HAVE AN OPENING NO GREATER THAT 4 INCHES. HANDRAILS SHALL NOT BE Indemnification Clause: OA OVERALL FIN FINISHED 3. RECESSED CEILING LIGHT FIXTURES TO BE 4" DIA. HALO - FRAMELESS OR APPROVED EQUAL. LESS THAN 30" NOR MORE THAN 38 INCHES MEASURED VERTICALLY ABOVE THE LEADING EDGE OF THE TREAD The owner shall release,hold harmless,and indemnify the 4. PROVIDE ALL PROPER HOOK-UPS FOR ALL EQUIPMENT - VERIFY W/ OWNER. OR ABOVE THE FINISHED FLOOR OF THE LANDING OR WALKING SURFACE. THE CLEAR SPACE BETWEEN THE Architect with respect to:any changes made to the HANDRAIL AND ADJACENT WALL OR SURFACE SHALL NOT BE LESS THAN 1-1/2 INCHES. construction documents by anyone other than the Architect, or changes in any aspect of the work,or failure by the Contractor t rdance with these construction 7. HANDRAILS SHALL BE GRASPABLE WITH A CROSS SECTION AREA OUTSIDE DIAMETER A MINIMUM OF 1-1/4 INCHES BUT NOT GREATER THAN 2-5/8 INCHES. � a / A6 Chris Blake ;Architect 155 N Washington Ave,Bergenfield,NJ 07621 Tel:201-816-9523 Fax:201-816-9546 NJ Lie#12792 NY Lic#019458-1 55'-9" cba@chrisblakearchitect.com i i i j031 / /i ii/ i/ii % / 4 / 36"AFF 36"AFF REAR DECK + STEPS WOOD DECKING - VERIFY MATERIAL STUDYI 10'-5' X 12'-0" LINN i NEW WOOD FLOOR s A. ITTING AREA 3 4 ' 15'-0" X 10'-8" i W WOOD FLOORBEDROOM 3 4 DOWN 11'-6" X 11'-8" } WATER BI NEW WOOD FLOOR 11771"n r"I ' / i- /i. %/, %" / WATER BIB CLOSET 4 4 I 4 — — — — — — A I 3 LINEN o � GFI --- -- - ------------------------------J � FAMILY 1ROOM 15�- / BATH 2 _9�_ -- ---------- mW NEW WOOD FL ATTIC ACCESS OPEN TO BELOW Il'-4' X 7-3' - EF 0� NEW TILE FLOOR o I KITCHEN I GFI 0 14'-8" X 11'-8" N FL R I GFI G I • �Yr ' � I I GFI UNDER CABINET LIGHTING,TYP ' I _Y ATTIC ACCESS VERIFY ELEC I HOOK-UP FORi ___ _ �10_© __ OI / TOILET AS REO'D FI N I GFI a GFI REF %YY / 1 YL-- — -- I I I PROVIDE � 2 ---- - I CABINETRY - } n'-n" X 13'-O" 4 ---- DINING AREA LIGHTING NEW WOOD FLOOR s.A. 3 f - II'-2" X 19'-3' NEW WOOD FL OPEN TO ABOVE 4� EXIST ATTIC EF POWDE 7-6 X - GFI GFI GFI A// NEW TI E R y, GFI .x:!a. 4 Q 4 CLOSET CLOSET C 0SET GFI o ° LAUNDRY -------- ---------------------- F 9'-8' X 8'-2' NEW TILE FL S.A. C.M. / CLOSET CATH CEIUNGI ------------------- IRO., M BEDROOM 1 - + + 4 AGF' } Il'-6" X 15'-3" 4 „a 4 NEW WD FL s A. LIVING ROOM ] c� 4 'j 19'-8" X 15'-3' UP y� ' NEW WOOD FL 3 i A a ------- CENI SAL VAC GFI WP VERIFY ELEC 28"AF J LINEN HOOK-UP FOR ! EF 2E SECOND FLOOD ELECTRICAL PLAN 4 TOILET AS REQ'D GFI STORAGE BATH I NEW TILEFL GENERATOR HO)K UP 9'-3' X 6-0CATH CLG GF AS REQUIRED NEW TILE LF / - VERIFY ELEC WP HOOK-UP FOR NEW FRONT WD DECKING + { TOILET AS REO'D RAILING + STEPS GFI - - / in j GFI EF % ,i,/,,,, i 2 6-14-18 Mbath Bedroom 3 Kitchen ' �- EF WATER BIB 1W ' ' 1 9-26-17 Deck Framing # Date Revision V;. IFY ELEC J1 M BATH SOFFIT LIGHTING HOOK ' I FOR 24" 12'-11' X 14'-10" Addition+Renovation for: to Vsi E TOWEL NEW TILE FL WA2ME-R TREY CEILIN / � _r47 i Silber Residence �� EF ELECTR I CAL LEGEND Block/Lot: 104-7-10 GFI IN 1570 Mason Drive / IJttr.vvCf ' / 15'-OY2" Cutchogue, New York j GFI GFI GFI j • • / - SURFACE MOUNT LIGHT FIXTURE � - SINGLE POST ELECTRICAL SWITCH / ; /2\ ELECTRICAL FLOOR PLANS " 6' DIA. (U.O.N.) RECESSED FIXTURES = THEE WAY SWITCH Scale: 1/4" = 1'-0" 28'-8" WALL MOUNTED LIGHT FIXTURE s DUPLEX RECEPTACLE OUTLET Date: MAY 31, 2017 NEW OR EXST SMOKE ALARM, . �OLND FAULT INTERRUPT sA. = INTERCONNECTED + HARD-WIRED RGFI RECEPTACLE OUTLET Submission: PERMIT SET W/ BATTERY BACKUP NEW EXST CARBON MONOXIDE qwP- WATER PROOF RECEPTACLE OUTLET FIRST FLOOR ELECT121CAL PLAN DETECTCT OR, INTERCONNECTED + I E " � Indemnification Clause: HARD-WIRED W/ BATTERY BACKUP I/4 = I -O The owner shall release,hold harmless,and indemnify the NEW OR EXST EXHAUST FAN, 80 CFM o Architect with respect to:any changes made to the EF 3 FIXTURES. IIOCFM o 4 FIXTURES construction documents by anyone other than the Architect, SURFACE MOUNT NEW CABLE TV OUTLET FOR FAN / LIGHT FIXTURE O CABLE TV, INTERNET or � sped o t e wor ,or failure the I t . accordance with these constst the NEW TELEPHONE OUTLET - 417 VERIFY TYPE + LOCATION WITH OWNERE I ` l s .J 1 NEW ELECTRIC AND WATER Chris Flake Architect\' LINES RUN 41 .84' FROM THE - S 6903214111W — HOUSE � _ — — 155 N Washington Ave,Bergenfield,NJ 07621 Tel:201-816-9523 Fax:201-816-9546 _ NJ Lie#12792 NY Lie#019458-1 12 12 St' FLOOD ZON 5 VIF �, /" / %', 7 VIF a ea chitect.co cba@chrisbl k r m I COMPLY if+//iTti CNAPTEFS 143 REMOVE EXIT ` 19 ROOF AT REAR ' BLOCK / LOT 104-7-10 83, FLOOD DAMAGE PR�V►Cf:'TIO:`1 SOUTHOLD TC�1"f N CODS ---- AREA = 14,502 SF ` , deck anI EXTEND BEARING APR ED AS NOTED WALL I I DATE: B.P. EXIST WOOD RETAINING WAL FEE- BY:+ ' a0 STUDY �'� 0 XIST WOOD NOTIFY 81111 ' 0 DEPA.RNMENT AT %� VERIFY CATH CEILING RET. WALL 765-1602 A TO 4 PM FOR Tt1E / f O tOP OF WALL FOLLOWIN IN ?ECTIONS: + EL. 4.9' 1. FOUNDATION - TNO REQUIRED r ATTIC IO'- NON-T RF BUFFER O, PO RE CONCRETE DO NOT PROCEED ITH r UNTIL SU iVEYi. ;/,:i'' „/, %z: r >�,�1i11`!.7 ROUGH2. F. PLUM”! 0 3. INS ` OF FOUNDATION LOC NTION HAS BEEN AFPP.OV M. 4. FINAL - . ,! MUST I O fNEW STEPPING EE CGAn C.C. I O O O F+_L CONS • SHALL MEET TH' i `� STONES Dz - REM:.h OFTHE CODES OF NEV, Q YORKI STA E. NOT RESPONSIBLE FOR / J O DESIGN 0 CONSTRUCTION ERRORS. 4 00 6 �' / I �o O I COMPLY WITH ALL CODES OF KITCHEN BEDROOM 2 M BEDROOM I M BATH �' ► to to I STAIRS BEYOND NEW STATE & TOWN CODES to NEW PERVIOUS AS REQ �K D AND CONDITIONS OF BRICK IN SAND PATIO M ZBA SOUTHOLD TO //r,.,i�, ,//,,• •,//:-i-//.i. /, r, is ,�,//.,i/// •-�;i' // / ,%mo.'s; ///, ///;,/,, / ,, /;��// , �/ /,/ /., ,/ „//,, /,/. ,/ /- I I f I r � I`�u D SOUTHOLD TOWN TRUSTEES zo I NEW REAR I DRAINAGE INSPECTIONS ARE REQUIRED LANDING + ST PS ®CCUPA Contact TOS Engineering at 765-1560 before OCCUPANCY O- Backfill,OR Provide Engineer's Certification i USE IS I jA 1(I n W:I I' that the drainage has been Instaileo to Code, FOUNDATION REMOVE E O ' WITHOUT CE RTIFi�; �► �r�l�� gC } BUILDING SECTION I REPLACE I A i PLUMB,NG WASTE "I N-KIND" _ OF OCCUPANCY TESTI�IAIER LINES NEED PLUMBER CERTIFICATION. BEFORE c�, :IIN�., n j V ON LEAD CONT_EIvT BEFORE y I CERTIFICATE ., I I OF OCCUPANG TI V. PI APAI P,., 'P,U'.^*, 2S 2 SOLD- RUSED1 k.,A EFT ELECTRICAL BUILDING CODE INFORMATION: A� QN SUPPLYSYS77MCAh'NDT INT. RESIDENTIAL CODE - NY EDITION 2015. — INSPECTION REOUIRED ELECTf�I CAL LEGEND INT. ENERGY CONSERVATION CODE 2015 I EXCECD x/10 OF 1% LEAD. 2015 INTERNATIONAL MECHANICAL CODE I PROPOSED �` I 2014 NATIONAL ELECTRICAL CODE AC / 2015 NATIONAL STANDARD PLUMBING CODE I UNITS D L, PAVED = 2015 INTERNATIONAL FUEL GAS CODE DITIQI�I� WALK Aexterfotl��'�"rr,� = SURFACE MOUNT LIGHT FIXTURE � SINGLE POST ELECTRICAL SWITCH � \ In-s .al'ad,replaced or 3 BUILDING/SITE CHARACTERISTICS m NEW PERVIOUS ?-IredrMIConforn� C{� - 6" DIA. (U.O.N.) RECESSED FIXTURE = THREE WAY SWITCH t'.O I 172 NUMBER OF STORIES= 2 O 70, I BRICK IN SAND t7 mer HEIGHT OF STRUCTURE= 23.5' e— I RENOVATE WALKWAY t `�'T't �►><aCodr = WALL MOUNTED LIGHT FIXTURE = DUPLEX RECEPTACLE OUTLET AREA - LARGEST FLOOR= 2219 SF NEW BUILDING AREA, 1321 SF I STORY NEW OR EXST SMOKE ALARM, VOLUME OF NEW STRUCTURE= 17173 OF LLJ F2AME DWELLING cO INTERCONNECTED + HARD-WIRED RGFI ` GROUND FAULT INTERRUPT CONSTRUCTION CLASSIFICATION= 58 _ �' W/ BATTERY BACKUP RECEPTACLE OUTLET TOTAL LAND AREA DISTURBED= 783 SF O I = 1570 I rloy�'.'c;door NEW OR EXST CARBON MONOXIDE oo I , u work c.M. = DETECTOR, INTERCONNECTED + = WATER PROOF RECEPTACLE OUTLET DESCRIPTION OF BUILDING USE: O 7.20' PARD-WIRED W/ BATTERY BACKUP �, tests required. ONEW OR EXST EXHAUST FAN, 80 CFM o USE GROUP R-5, SINGLE FAMILY RESIDENTIAL � EF 3 FIXTURES. IIOCFM a 4 FIXTURES = SURFACE MOUNT I / � Q � NEW CABLE TV OUTLET FOR MAXIMUM LIVE LOADS � � / �-- Must provide Manuals FAN / LIGHT FIXTURE CABLE TV, INTERNET f / ADDIS co NEW TELEPHONE OUTLET - 60 PSF FOR DECK / BALCONIES DI "�QN / f N D+ �`��'S '�'per VERIFY TYPE + LOCATION WITH OWNER 40 PSF FOR FIRST FLOOR / 30 PSF FOR SECOND FLOOR t-- NYSIRer ►Code 30 PSF FOR ROOF SNOW LOADS Z I I PROPOSED �1 I rirp v gip^ tion LEGEND I ORCH bl FRONT MODIFIED I EXIST RAE f CONNECT rr,�• t� �.�r���...�per `f WALKWAY GRAVEL D IVE AY P Code ROOF LEADERS EXISTING 2 X 4 WOOD CONSTRUCTION TO REMAIN / \\ DRIVEWAY TO NEW PVC I I I I——r—-r-—r —1 STORAGE f ST / I I I I I I TANKS EQUAL i EXISTING 2 X 4 WOOD CONSTRUCTION TO BE REMOVED BUILDING COVERAGE CALCULATIONS \,� �/ I I I I I TO 1000 NEW 2 X 4 OR 2 X 6 WOOD CONSTRUCTION, 16" OC (U.O.N.) -t I I I I GALLON AREA IN SQUARE FEET EXIST NEW TOTAL z% I I CAPACITY # Date Revision EXISTING CONCRETE CONSTRUCTION TO REMAIN BUILDING COVERAGE= 1513 706 2219 Addition+Renovation for: FRONT PORCH 0 77 77 I `� EXISTING CONCRETE CONSTRUCTION TO BE REMOVED TOTAL BUILDING COVERAGE= 1513 783 2296 / \I / 1) / —` 0 / CO / Silber Residence NEW POURED OR MASONRY CONC CONSTRUCTION IMPERVIOUS COVERAGE CALCULATIONS /� �,� -� y_ LP 1 \O I 11-1: E \I \I Block/Lot: 104-7-10 -------------------------------------- AREA IN SQUARE FEET EXIST NEW TOTAL I I � / LP J J LP — I 1570 Mason Drive FLC70R ABOVE OR BELOW BUILDING COVERAGE= 1513 783 TED \ ,r — X `— / \ / Cutchogue, New York DRIVEWAY= 650 TBD TBD � I NEW JOISTS, RAFTERS, ETC. REAR PATIO= = 191 TBD TBD LP I / \ STEPS AND LANDINGS 45 TBD TBD \ // — / LP I SITE PLAN+BUILDING SECTION RETAINING WALL= 26 O 26 NEW GIRDERS, RIDGEBEAMS, ETC. WALKWAYS= 261 TBD TBD I E E ` —�/ Scale: AS NOTED TOTAL IMPERVIOUS COVERAGE= 2615 TBD TBD FLOOR AREA RATIO CALCULATIONS NEW (4 Date: MAY 31, 2017 BEDROOM) AREA IN SQUARE FEET EXIST NEW TOTAL fl SEPTIC Submission: PERMIT SET FINISHED FIRST FLOOR AREA: 1513 706 2219 SYSTEM SHALL BE INSTALLED Indemnification Clause: FINISHED SECOND FL AREA= 0 615 615 TOTAL AREA: 1513 1321 2834 N 7224'30" E 75.34' The owner shall release,hold harmless,and indemnify the Architect with respect to:any changes made to the — — — — — — — — — — — construction documents by anyone other than the Architect, or changes' 4o the work,or failure by the �► Contra �a e with these construction INFORMATION ON THIS SITE PLAN HAS BEEN doea \�`� L `1 TAKEN FROM A PROPERTY SURVEY FURNISHED 4 TO THE ARCHITECT BY THE HOMEOWNER BY, PECONIC SURVEYORS, P.C., SOUTHOLD, NJ, S SITE-PLAN) I TE_OPLAN ;� t DATED 4-16-12 = 10 o �: 9 5t. Al MASON DRIVE F II'-IO' 15,_2, 18._7. 10'-2' Chris Blare Architect' 155 N. Washington Ave,Bergenfield,NJ 07621 Tel:201-816-9523 Fax:201-816-9546 NJLic#12792 NYLic#019458-1 cba@chtisblakearchitect.com I I r------- SKYLIGHTS! ABOVE I I I I REAR FAM I L:' ROOM LANDING Q 14'-2" I 4( 11'-8" — I I r-------� ! r-------i I I I i I I I I I I I I I I I I I I I � I i I C14 N CLOSET '---- ---- CLOSET ----------- ------ ------ I __j BATH 7-7" X 5'- " F o io O KITCHEN BEDROOM 2 — II'-II" X 13'-0" 12'-7" X 13'-0" — I — ON a© 60 I fill YCLOSETLINEN I GARAGE 9'-8" X 18'-10" FL GRILL O BEDROOM I DINING ROOM LIVING ROOM i� II'-6" X 15'-3" 13'-1" X 15'-3" 19'-8" X 15'-3" -------------------- �0 I I — I I I I I I I I I I 55'-9" I I I I I I I I 10'-2' I I I I I I I I FRONT LANDING +STEPS EXISTING FIRST FLOOR PLAN XI 1/4" = 1'-0" CRAWL SPACE EXCA ED 4 EXISTING FIRST FLOOR AREA, 1513 SF (INC 202 SF GARAGE) BILCO DOORS ABOVE I CRAWL CRAWL. ACCESS ACCESS \ �' N O MAIN DRAIN VENT D W o o L-iji O EJECTOR F� PROPANE TANK �p O` r Date Revision Addition +Renovation for: WATER SOFTENER Silber Residence Block/Lot: 104-7-10 1570 Mason Drive UNEXCAVATED Cutchogue, New York GARAGE SLAB ABOVE O EXISTING FLOOR PLANS - - - - - - - - - CRAWL CELLAR Scale: 1/4" = 1'-0" ACCESS 32'-5' X 28'-3" CRAWL SPACE Date: MAY 31, 2017 Submission: PERMIT SET HWH Indemnification Clause: WATER The owner shall release,hold harmless,and indemnify the METER VENT VENT Architect v ith respect to:any changes made to the construction documents by anyone other than the Architect, or changes in any aspect of the work,or failure by the Contr, � cordance with these construction do ' JNEXCAVATEIDCC cvC�U�Te\� XC EXISTING CELLAR FLOOR PLANv` 1 1/4 - 1'-0" N OF N- NEW ARCH ROOF SHINGLES TO MATCH EXIST ON ROOFING FELT - DOUBLE UNDE12LAYMENT Chris Blare A1'ChlteCt " UNDER RIDGES, HIPS, VALLEYS, BREAKS - ON 5/8" PLYWOOD SHEATHING s NEW ICE + WATER SHIELD UND 155 N. Washington Ave,Bergenfield,NJ 07621 AT 4'-0' UP FROM EAAVESVES,, TYP. � � S Tel:201-816-9523 Fax:201-816-9546 � /� t �- NEW ROOF RAFTERS -SEE FRAMING PLANS t/ NJ Lie#12792 NY Lie#019458-1 ATTACH W/ HURRICANE CLIPS TYP, Q'� cba@chrisblakearchitect.com NEW ATTIC JOISTS - SEE FRAMING PLANS W/ R-38 INSULATION, TYP. 551_9" I' DIA GRILLES +CLEARANCE FOR AIR VENTILATION II'_IO" 43'-II" (2) 2X6 WOOD TOP PLATES, TYP. PLYWOOD SUBFLOOR ATATTIC- VERIFY LOCATION W/ OWNER 12'-0" 24'-II' NEW 5/4' COMPOSITE FASCIA AT EAVE T.O. FRAME WALL NEW ALUMINUM GUTTERS TYP" 5' MIN. ELEV, 18'-V PTD. FINISH ON 1/2" GYP, BD. OR OTHER FINISHES, NEW 2X6 WOOD STUDS o 160.C., TYP. W/ MIN. R-19 INSULATION, TYP. PEAR DECK + ST S EXPOSED RAFTER TAILS NEW 1/2" INTERIOR GYP. BD. FINISH, TYP. WOOD DECKING - VERIFY WOOD 2'-0' WINDOW R.O. „� OR OTHER FINISHES, SEE FINISH SCEHDULE 16'-9" NEW 5/4' COMPOSITE OR CEDAR ELEV. (2) 2X8 WOOD HEADERS O NEW AND SEN T 2 DOWN TRIM AT WINDOWS OVER WINDOW OPENING, UO.N, H 3'-6-I/8'X 3'-4-7/8""P.R.O NEW ANDERSEN FWH50611 (2)NEW ANDERSEN TW3452 NEW ANDERSEN FWW5061I (@NEW ANDERSEN FWH50611 W NDERSEN W3432 Q WATER BI O 5'-0-X 6'-II'R,O. O3'-6-1/8'X 5'-4-7/8'R,O. O 5'-O"'X 6'-11"R.O. ` 'V-6-I/-1 8'X ANDERSEN /7S8N 03452 5'-0"'X 6'-II'P.O. 3'6-1/ "X 3'-4-7/ "R.O. O ih NEW WOOD WINDOW i, f 71 - SEE FLOOR PLANSArER BI i (3) 2X10 HEADERS TYP ------------------'---------------------------- -------- I I �- � I FAMILY ROOM17 T � I I 15'-7" X 19'-3" I I NEW AND RS TW3432 P --- (n I V-6-1/8"X 3'-4-'7/8*P.O. NEW WOOD FL ly NEw wooD w1NDow CASING KITCHEN (PULL OUI�iRECYCLEI O I 00 U Zy I 14'-8" X I I'-8" rTRASH ,L----I -' I.L. I PER SCI-IEDUI E iv G 3 OI/8"x 3487 8 o21O3 © NEW WOOD FLOOR IPULL OUJ oc I O° b, EXTERIOR CEMENT BAORD SIDING ON - O 1� L___J O I - I i / 1/2' PLYWOOD SHEATHING W/ ©© i AIR BARRIER, TYP. I (D0 4X6 PSL COLUMN TO FOUNDATIONE I I WALL BELOW x I i 4X6 PSL COLUMN TO N I I I b, f I FOUND TION BELOW � -- NEW 2X6 BOTTOM PLATE, TYP. ! I I I - z b ---i ----- ----------- I - r - - " X 9-1/4" SHELVING NEW WOOD BASEBOARD PER SCHEDULE I I I I i PA ALLAM FLUSH BEAM 1 NEW FINISH FLOOR, SEE PLANS + FINISH SCHEDULE 5-1/4" X 9-I/4" PARALLAM FLUSH BEAM L_ HOT+COLD WATER, OUTDOOR SHOWER O I I 1 _ / DOWN i-----------^------ I-------- I 0 U / 3/4" T+G PLYWOOD SUBFLOORS NEW FLOOR JOISTS - SEE FRAMING M -- I I - - 0 0 i 0 f BEDROOM 2 �� 1 / III-11" X 13' O' - - 0,n m NEW secoND 1=LooR { DINING AREA -U) I �'Q NEW WOOD FLOOR I x I__ � ELEV. 10-0" I II'-2" X 19'-3" NEW U I NEW WOOD FL I CABI I' 3 O Q _ z m (2)NEW ANDERSEN TW28 2 I� OPEN TO ABOVE NEW AN R TW3432 Q O 2'-10-1/8"X 5'-4-7/8"R.O. I O EGRESS 11-- U) 1 3'-6-I 8'X x LO CABINETRY FOR ,, - PTD. FINISH ON 1/2' GYP. BD OR OTHER FINISHES Bi 01 WATER COOLER, NEW 2X6 WOOD STUDS a 16' O.C., TYP. I -' ! AIV, ETC PER POWDE W/p 7'-6"X - W/ MIN. R-19 INSULATION, TYP. (2)NEW ANDERSEN TW2852 OWNER NEW TI EFL E z-lo-va x 5'-4-7/8•R.o. 8-1/4":R M X, 9' TR MIN PER CODE NEW 1/2" INTERIOR GYP. BD. FINISH OR OTHER FINISH EGRES STAIRS + RAILING PER CODE ' WINDOW R.O. PER FINISH SCHEDULE I ` ° b ' ELEV. 7'-1* CLOSET OU� m��� FD NEW 5/4' COMPOSITE (2) 2X8 WOOD HEADERS CLOSET CLOSET �{� -"---- ---------------------- TRIM AT WINDOWS OVER WINDOW OPENING, U.O.N. ----- (3) 2X10 DROPPED BEAMQ L9 8" XDRY 2 8 1 ND 3'-8- /8' 26 6 O UP NEW(2) 2X6 POST DOWN OVER / NEW TILE FL °• O ------CLOSET------- CATH CEILING PEWI INSEE FLOOR PLANS ?rj EXIST STEEL COLUMN BELOW CABINE MY M I BEDROOM 1 1° 1 I I'-6" X 15'-3" 36•x 80" NEW WD FL by�8° 36'X 80" O o LIVING ROOM b L7 cn U 19'-8" X 15'-3" U U I x NEW WOOD WINDOW CASING -.o NEW WOOD FL 010 X IU) �e:1 36' 80" LO LU Ilk EXTERIOR BOARD + BATTEN OR CEDAR SIDING ut O ' ON 1/2' PLYWOOD SHEATHING W/ LINEN AIR BARRIER, TYP. STORAGE 9'-8" X I1'-0" + NEW ANDERSEN Tw2852 BATH I NEW TILE f NEW 2X6 BOTTOM PLATE, TYP, r-to-1/8'x V-4-7/8"R.O. 3a• 9'-3" X 6'-0" G NEW WOOD BASEBOARD 30'X80'GLASS/PANEL 180" POCKET DOOR S NEW TILE LF _ --_-_ r_ NEW FINISH FLOOR, SEE PLAN / /, , , „�,, ="1 NEW ANDERSEN TW2636 j (3) 2X10 FLUSH BEAM NOTE, / 2'-8-1/8"X V-8-7/8'R.O. _3 0 ; r,�} '� Cell I _ 3/4" T+G PLYWOOD SUBFLOOR / U" i IM�� ALL WOOD FRAMING MEMBERS, INCLUDING TEMPERED SS NEW FRONT WD DECKING + .2 / U O NEW FLOOR JOISTS - SEE FRAMING _ - + STEPS N O a ` WOOD SHEATHING, WHICH REST ON EXTERIOR SHOWER F- I EXIST FIREPLACE TO N REMAIN x(n I c �C I et". W/ INSULATION OVER UNCONDITIONED SPACES NEW ANDERSEN TW2636 I / I.— I i FOUNDATION WALLS AND ARE LESS THAN 8" f SNCL URE 2'-8-v8'x 3'-8-7/8•R.O. O OSEI\ TW2636 (3) 2X10 BEAMZ / 0 ' # Date Revision FROM EXPOSED EARTH SHALL BE OF EXIST FIRST FLOOR A / APPROVED PRE-SERATIVE TREATED WOOD. ELEV. O'-O' O NEW 8 1/8"X 3'-8- 8 ZO. LOW WALL W/ - - - - -- - - - - i i;ii i iii�i/ / WATER BIB - NEW 8'-V X 7'-O"GARAG DR CABINETRY TEMPERED GLASS NEW COMP RAILING TO ABOVE DOWN CODE,36"AFF. (3) 2X10 HEADER Addition+Renovation for; Z 8"X8" COMP DORIC BALL_USTEBRS V OC MAX coif 2X6 P.T. SILL PLATE � i 1211"BAi4To" 2�'� OR TUSCAN GRADE _ 1/2' ANCHOR BOLTS, EMBEDDED 7" MIN. �_ % NEW TILE FL COLUMNS Silber Residence / INTO FOUNDATION, o 6-0' O.C., 12" FROM TREY CEILING CEMENT PARGING + DAMPPROOFING CORNERS AND ENDS AT EACH PLATE , Block/ Lot: 104-7-10 12" CMU OR REINFORCED POURED j NEW ANDERSEN TW2636 O 1570 Mason Drive CONC FOUNDATION WALL NEW 2 X 10 CLG JOISTS I " OC 7-8-1/8'X V-8-718'R.O. Cutchogue, New York FILTER FABRIC TO COVER GRAVEL BACKFILL / FIRST FLOOR+WALL SECTION Nr w NEW 15,_�y2" 3000 PSI CONTINUO : CABINETRY / CABINETRY CONCRETE FOOTING CRAWL SPACE GRAVEL BACKFILL ELEV. -3'-6 MIN, VIF - i EXISTING FIRST FLOOR AREA 1513 SF Scale: 1/4" = 1'-0" 3/4" = 1'-0" a` NOTE- ALL WINDOWS WITH IMPACT RESISTANT ADDITION FIRST FLOOR AREA, 706 SF 4' PERFORATED DRAIN PIPE, a (2)NEW ANDERSEN TW2636 WINDOWS+ALL REQUIRED STRAPPING+ CONTINUOUS SLOPE TO DRAIN da d CONNECTIONS Date: MAY 31 2017 (TO DRYWELL OR DAYLIGHT) a °. d a z-B-I/8'x V-8-7/a'R.a O 2.5" CONCRETE SLAB 13'-II" 28'-8" dSubmission: PERMIT SET d ' 6 MIL POLYETHYLENE VAPOR BARRIER Indemnification Clause: 2'-0" The owner shall release,hold harmless,and indemnify the 4' GRAVEL SUBSURFACE Architect with respect to:any changes made to the construction documents by anyone other than the Architect, (2) 4' REBARS 3' FROM BOTTOM or changes in any aspect of the work,or failure by the Contractor to build in accordance with these construction documents. WALL SECTION - SIDING FACADE PROPOSED FIRST FLOOR PLAN 2 3/4" = 1'-0" 1/4" = 1'-0" A 2 i , (P Q 1 --------------------------------------------- --------------- ---- ------------------------------- Chris Blabs .Architect" I I I I I I I I 2X10 12 OF RAFTERS ® 16" OC 2X10 ROOF RAFiE S 16" OC (—�I-- - - - - —� a— - - - - 155 N. Washington Ave,Bergenfield,NJ 07621 ----------- Tel:201-816-9523 Fax:201-816-9546 I I I I I I U 0 i NJLic#12792 NYLic#019458-1 o I aL i cba@chrisblakearchitect.com I I Q i I LU I QI p i 0 X 0 x I I I I I 1 I I I I I I I I I I - - - - - - 1-3/4" X 14" LVL RI[ GE BEAM - POST DOWN MIN 15'-0. OC I I I I I I I I I I U I I I O Zo I I i I I I I I I I tL I 0 I 0 ----- ------------------- --� cy 1 i I'-6' 28'-5" 12'-6' 00 O I I I I toly N I I ------------------------- J (2)NEW ANDERSEN TW210410 x 1- tll IL ———— —— — — 1 W I V-0-1/8"X 5'-0-7/8'R.O. Q ---------------------------------- ------------------------------------------------------------------------------ -- -- -- EGRESS BUILD KNEE WALL TO SUPPORT TOP OF EXISTING RAFTERS 7/777777777-7-771-- a (2)NEW ANDERSEN TW21036 (3)NEW ANDERSEN TW21036 I O 3'-0-I/8"X 3'-8-7/8"R.O.(VERIFY I-M O 3'-0-1/8"X 3"-8-7/8"R.O.(VERIFY HT) 2,-0" I' � jj 4"SPACE MULLION TYP OT I `� � � � � � /iii%:i,• i, /�/,;//./moi//iii///';, ® I ! (3) 2XIO HEADERS TYP I LOLET Q1 OVERBUILT ROOF STUDY ? Q oc 1 10'-5" X 12'-0" ' tv LL i NEW WOOD FLOOR 01 F XIO POO RAFTER 16' OC 2X10 ROOF RAFTERS ® 16" O i SITTING G 10 8EA ; _ _ NEW WOOD FLOOR X - -—� C�- - - -- Q BEDROOM 3 Wim° 1 I 1 O NEW ANDERSEN TW210410 NEW WOOD FLOOR T 3'-0-1/8'X V-0-7/8"R.O. i I EGRESS ----------------- ---------------- --- --- ----------------------- - I I / °• NEW TEMPERED GLASS/MTL RAILING TO CODE,36"AFF c I I i 4'-O' `gyp. I / BH OPEN TO BELOW °' 1111-4*X -3 ATTIC ACCESS I I ---------------- -------------------- -- ---------------------------------- � NEW TILE FLOOR (2)NEW ANDERSEN I TW210410 �� j 3'-0-1/8'X 5'-0-7/8"R.O. I -1/4" R M X, 9' TR MIN PER CODE NEW W STAIRS + RAILING PER CODE ATTIC CESS PROPOSED ROOF PLAN R 2X10 OOF RAFTERS m 16' OC 2X10 ROOF RAFTS S o 15. OC 1/4„ 1,-0• 00 I I 77 I I I I I I i I I I I I I I I I 10'-il• 13'-4" 18'-2" EXIST ATTIC WINDOW SCHEDULE tt TYPE OF WINDOW ROOM NAME R. 0. WIDTH R.O. HEIGHT ANDERSEN REMARKS MODEL tt FIRST FLOOR A DOUBLE HUNG M BATH 7-8-1/8" 3'-8-7/8" TW2636 400 SERIES B DOUBLE HUNG M BATH 2'-8-1/8" 3'-8-7/8" TW2636 400 SERIES # Date Revision C (2) DOUBLE RUNGS M BATH 2'-8-1/8" 3'-8-7/8" TW2636 400 SERIES Addition+Renovation for: (2) TRANSOMS M BATH 2'-8-1/8" 1'-0-1/2" TW2610 400 SERIES D DOUBLE HUNG M BATH 7-8-1/8" 3'-8-7/8' TW2636 400 SERIES E (2) DOUBLE HUNGS M BEDROOM 1 7-10-1/8" 5'-4-7/8" TW2852 400 SERIES EGRESS F (2) DOUBLE HUNGS BEDROOM 2 2'-10-1/8" 5'-4-7/8' TW2852 400 SERIES EGRESS Silber Residence G (3) DOUBLE HUNGS KITCHEN 31-0-1/8" 3'-4-7/8" TW21032 400 SERIES H DOUBLE HUNG KITCHEN 3'-6-1/8" 3'-4-7/8" TW3432 400 SERIES Block/ Lot: 104-7-10 j HINGED PATIO DOORS KITCHEN 5'-0" 6-11" FWH50611 400 SERIES 1570 Mason Drive K (2) DOUBLE HUNGS KITCHEN 3'-6-1/8" 5'-4-7/8" TW3452 400 SERIES Cutchogue, New York L HINGED PATIO DOORS DINING AREA 5'-0" 6'-II" FWH50611 400 SERIES M (2) DOUBLE RUNGS FAMILY ROOM 3'-6-1/8' 5'-4-7/8" TW3452 400 SERIES N HINGED PATIO DOORS FAMILY ROOM 5'-0" 6'-11" FWH50611 400 SERIES SECOND FLOOR, UPLAN O DOUBLE HUNG FAMILY ROOM 3'-6-1/8" 3'-4-7/8" TW3432 400 SERIES +WINDOW SCHEDULE P DOUBLE HUNG FAMILY ROOM 3'-6-1/8" 3'-4-7/8" TW3432 400 SERIES 0 DOUBLE HUNG FAMILY ROOM 3'-6-1/8" 3'-4-7/8" TW3432 400 SERIES Scale: 1/4" = V-0" R DOUBLE HUNG LAUNDRY 7-8-1/8" 3'-8-7/8" TW2636 400 SERIES S DOUBLE HUNG BATH I 2'-8-1/8" 3'-8-7/8" TW2636 400 SERIES ADDITION SECOND FLOOR AREAS 615 SF Date: MAY 31, 2017 SECOND FLOOR Submission: PERMIT SET T DOUBLE HUNG STUDY 31-0-1/8" 5'-0-7/8" TW210410 400 SERIES EGRESS U (2) DOUBLE HUNGS STUDY 3'-0-1/8" 3'-8-7/8" TW21036 400 SERIES (3) DOUBLE HUNGS SITTING AREA 3'-0-1/8" 3Indemnification Clause: '-8-7/8" TW21036 400 SERIES V 11 r ^ The owner shall release,hold harmless,and indemnify the W (2) DOUBLE HUNGS BEDROOM 3 3'-0-1/8" 5'-0-7/8" TW210410 400 SERIES EGRESS 2 PROPOSED SECOND FLOOR PLAN Architect with respect to:any changes made to the X DOUBLE HUNG BATH 2 3'-0-1/8' 5'-0-7/8" TW210410 400 SERIES 1/4 1'-0" construction documents by anyone other than the Architect, or changes in any aspect of the work,or failure by the WINDOWS: ALL WINDOWS TO BE ANDERSEN 400 SEPIES UNLESS APPROVED BY OWNER. ALL UNITS WITH FULL DIVIDED LITES, 6 OVER 1,EXCEPT'C"AS 6/6. C�t;*hn414- jincordance with these construction ALL UNITS TO HAVE LOW E INSULATED GLASS, d SCREEENS + HARDWARE (VERIFY STYLE + COLOR W/ OWNER) ALL TRIM TO BE FLAT PROFILE, 5.5" MIN - VERIFY W/ OWNER, SILL HORNS TO EXTEND FOR TRIM. ALL EXTERIOR WALLS 2X6 WOOD STUD (V.I.F.) PI`LE.�✓ y�,A MAX. 44" SILL HEIGHT ABOVE FINISH FLOOR ALL SLEEPING ROOMS TO RECIEVE MIN (1) EGRESS WINDOW ALL EGRESS WINDOWS TO BE PER CODE - 5.7 SO FT CLEAR OPNI'G., 24" MIN, HEIGHT, 20" MIN. WIDTH A A3 .A ti58- �= ro TP t i r PLUMBING RISER DIAGRAM - STACK VENT TERMINALS (I'-0' ABOVE ROOF) Chris Blake Architect ROOF 155 N. Washington Ave,Bergenfield,NJ 07621 I , Tel: 201-816-9523 Tax:201-816-9546 I NEW BATH 2 ------------- --- NJLic#12792 NYLic#019458-1 - - r---- 55'-9" cbagehrisblakearchitect.com r I , I2 II'-10' 15'-2" 18'-T 10'-2" I WC ! L;AV 12'-0' SHOWERI ------------------------------- _ DECK TO BE INDEPENDANT OF THE I I 2ND FL r T (2) P.T. 2X12 GIRDER I I I HOUSE, NO PERMANENT ATTACHMENT 2" ; 3" I I I C Q 1 i 0 1 i i ROVI E PLUMBING + WATER HOOK UPS AS -PROVIDE ELECTRICAL COUNDIT + HOOK UPS 10'-0' 0 I I I REQUIRED FOR DOCK / ! AS REQUIRED FOR DOCK 4" I ------ NEW MBATH _- RENOVATED BATH I RENOV_l��T£1�EN___--= - -"NEW-f OWDER ___ NEW LAUDRY 12' C0AR TO ELOW i _ i --- ---------------------------- 3'-6"---- -- - - ---- -- ---- --r---- I -__-i -7 -_�_/- -_- w 7 Q GRADE MIN �_------ -- ---------- 2" -- ---- -------- - - --- ---- ---------- -- - ------- ---- - - --- - -- 2" 12" I 1 ,-2" 2" I 2" I I _ _ _ _ _ _ _ -I/2" I z LU U WC I I I WC I I f WC I i (2) P.T. 2X10 GIRDER O 2" LAV I LAV i ; ; LAV ; ; LAY SINK I I SINK i (2) P.T. 2X10 GIRDER 1 R I - - I Vvl SHR �I �- = - - - - — - - -- T I I - t- - SHOWER' I SHOWER; I l _ I 1711 I I IST FLOOR y K,h: �, Uj I h�LOOD�K r - - BLOOD- - - - - - - - - - - - - - -- - - .- - - I I 2• I 3 - - - - - - - - - — 2" II-I,2' I-I 2" C.O. 2" i I-I/2" 3" 1-1/2" — VENT V TS ��� C.O. i C.O. r I 3' 3" —Ir C.O. 2" I I ,r 3" C.Q. I I NEW CRAWL SPACE FOUNDATION I I REQUIRED PROPOSED CRAWL ACE © ( WALL, FOOTING, + LAB TO o FLOODI I VENTS PER CODE I FLOO EXIST LAUNDRY I y, REPLACE EXIST, IN KIND 4, I 2.5' CONC SLAB I VEN 1 I 001 I ENT MIN R-30 INSULATION 0 I r I I X,f I 0 01 I ,> I 0 1 X,, I NEW O 1 I I PROVIDE FOR SOLID CONCRETE I I I N I NEW INSULATED CRAWL I I CRAWL SPACE x� I I I FOUNDATION UNDER POSTS ABOVE � , I I MIN R-30 INSULATION `"� ;. I ACCESS DOOR / PAINEL, ;X,. ,_ __. _ . ._.__ ...__ __ _, jI VERIFY SIZE W/ OWNER z i I I X I CELLAR I REMOVE 'BILCO DOORS' I CRAWL CRAWL CRAWL z ACCESS ACCESS .' ACCESS O IS"t MAIN DRAIN VENT (3) 2X10 FLUSH BEAM CAP REMOVAL OF I i o REMOVED LAUNDRY o j C.O. CONNECT WASTE TO SEPTIC TANK EJECTOR NEW2X10 � ______ i FLOPR JOISTS 16ry ' OC 0 FLOO6 OO VEV1� IPROPANE to I I Q u_ -0 'TANK m I I W w, J Lrl Go LL F cl'I x 00 Ui C WOOD OR COMPOSITE I 1 -- GRASPABLE HANDRAIL - MAX SIDING v CROSS SECTION - 2-5/8' SHEATHING EXIST ' 4X41 SQUARE WOOD OR COM WATER 8-I/4' R MAX, 9" T12 MIN PER CODE POSTS BEYOND - SEE PLAN COPPER FLASHING OSOFTENER I UP I NEW WOOD STAIRS + RAILING PER CODE 1 i*� -- - -- -� - - - ---- --- - - rD VERIFY ON T RAC I OR TO IF 2X2 SQUARE WOOD OR C - - - - - - - -- O -- - - - I - - -'� - - - - -- - - O --U - EXISTING CONC FOUNDATION n - E + � a ' BALLUSTERS'�m 4" O.C. (TY CAL) � \IAV (�; -\_. 3'-��1 ��C'�_�\1� � -0 TO .'-6' BELOW GRADE MIN, x I NEW 4�C4 PT. POST L - - _J k -I N NEW CONCRETE _ X 6 P.T. WOOD OR COM DECKING I i� ON 24' ;X 24'X 12"D NEW OR EXIST 4" DIA STEEL COLUMN ON FOUNDATION + FOOTiNG DECK FRAMING J C 30' X 30'X 12'D REINF CONCRETE IF GARAGE FOUNDATION --� i 12EINF CONC VERIFY EXISTING OR NEW TO BE INDEPENDANT P.T. WOOD DECK JOISTS OF HOUSE STRUCTURE C FOOTING + 0 NOT ADEQUATE, PIN IXI2 COMP OR 111 0 FOOTING LOCATION OF COLUMN TO - EXISTING SLAB TO NEW TO REPLACE EXIST ACCESS STAIRS POST COLUMN ,n FOUNDATION AS READ O WOOD FASCIA u' - TIMBER ABOVE F� I I GIRDED - SEE FRAMING LAN C IL _J accEss EXIST CELLAR STORAGE 0 EXIST 4'X4' P.T. WOOD OST / GALV I D EXIST 32'-5' X 28'-3' STEEL ANCHOR/CONNE OR CRAWL SPACE PATCH FRAMING FOR STAIRS 0 GARAGE SLAB ABO VEn NEW 2-1/2" CRAWL SPACE CONC SLAB ON VAPOR BARRIER DEC SEC ONDETAIL MIN R-22 INSULATION EXIST OR NEW TO REPLACE EXIST-SCA - Ltu = _ HWH WATER I VENT METER VENT 11 VENT 1 ` AILING + B - ALLUSTERS BEYOND ? Z 12" DIIA. CONCRETE ` I f � � FOUNDATION I I I �` I i i I i-- ;o I �\�; i PROPOSED co l I I UNEXCAVATEDzo X to I }; SLAB ABOVE io G ASPABLE W (2> P.T. 2X10 GIRDER - - 3:0 - L E D IL i' ._ AI SE z I � I�I i; I -L- ------------- -------- --------I- - - - - - 1 9-2h-17 Deck Framing - --- INSTALL SIMPSON DTT2Z DECK I (PROPOSED CRAWL SPACE I I L -- - - - - - - -- - - - - - - - J rN T RF POSTS r- # ' Date Revision fV EC CO OR 4 ' i I I T PER E VENTS COD � S i -LB LOAD) I T MEET ODE (RESIST 200 " O C 12' CONC PIER TO � + Addition Renovation : I I for' 2.5 CONC SLAB >�� I I I - h INSTRUCTIONS I PER MA JF 3' 6' BELOW GRADE MIN tWOOD 4X4 P I I it I i � NEW 2 X 10 FLOOR JOISTS 16" OC s' I _ _ P.' � 15' : ICY OY' 3/ , �— z 13' 2' Silber Residence I', I MIN R-30 INSULATION I I j'I\ P.T. �OOD JOISTS i I I I Block / Lot: 104-7-10 L I I I 1570 Mason Drive _= r LI STRINGER D � ATTACH S G O SO I 'u' I Cutcho ue New York - JOISTS I 0 BRIDGING BETJYEEN VENT h VENT I I I I III 2X4 ( O ;?EDUCE RISER I- - - - - - - - - - - - - - � I TO O ING TO LESS THAN 4") CELLAR FLOOR DECK DTLS RISER I I - , 9 I/2' MIN. 'TREADS, TYP , f xX - RISERS TYP. I I 8 I>4' MAX. . IN P.T. 2Xl2 STR S II _ I II H _ i II L - Scae: l/4 10 1/2 10 - N H POST TO C S ATTR P.T. WOOD TREAD AND Date: MAY 31, 2017 TREAD W/ GALV. STEEL RISER BRACKETS Submission: PERMIT SET 4" CONCRETE PAD ON 12" DIA. CONCRET 6' GRAVEL BED FOUNDATION Indemnification Clause: _z M The owner shall release,hold harmless,and indemnify the e to the Pf�OPOSED CELLAR / FOUNDATION PLAN D ���� V n on tructionhitect tdocumentsbh respect to:aanny coneotherthanges diantheArchitect, •� /4" = I'—Q" V or changes in any aspect of the work,or failure by the f Contr *G n ccordance with these construction SEP 2 7 1nt7 �J °_ f,,\ TYPICAL STAR� / LANDING DETAILLUILTYING DEPT. TO WIN OF SOUTHOLD -------- ---- �r. A4 NEW ARCHITECTURAL SHINGLE ROOFING TYPICAL NEW ARCHITECTURAL SHINGLE ROOFING TO GAF - TIMBERLINE - AMERICAN HARVEST REPLACE EXIST, TYP NEW RCOLOR] CEDAR FALLS RIDGE + SOFFIT VENTS TO CODE Chris BlakeArchitect `'�-• 12 12 7 MATCH 9 VIF 12 NEW ARCHITECTURAL SHINGLE ROOFING AT 155 N. 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L11--n I N:`111 :11 9 1,EW O D 1+ B TTN DI + I ELEV 6'-9" FRONT FT ® >W Liu Scale: 1/4" =ELEV 6'-11' REAR Ell F� F-1 1'-0" Date: MAY 31 2017 NEW WINDOWS WINDOWS PER PLAN �� I Submission: PERMIT SET 1LJ U Lit l LL L �lll1J�ll IST FIN FLOOR NEW CEDAR OR VINYL "SHAKES" - I Indemnification Clause: ELEV O' O" EXIST ��I � _ NEW DO PER PLAN The oNNmer shall release,hold harmless,and indemnify the Architect with respect to:any changes made to the AVE construction documents by anyone other than the Architect, ELEV -2'-2" (VIF) I I I I or changes in any aspect of the work,or failure by the IL I I I NEW FRONT PORCH, FOOTINGS, DECKING, RAILING, Contractor to dance with these constriction j I I I COLUMNS, ROOF PER PLANS i i docum �-^, - ED/I ~b. NEW CRAWL SPACE FOUNDATION I I I VERIFY EXIST FOUNDATION I �✓� J f�� t �- — — — — — — — — — — — — — -- = EXIST CELLAR FLOOR f ELEV -7-0" (VIF) EXISTING CELLAR TO REMAIN x RESIDENTIAL NOTES MANUFACTURED WOOD PRODUCTS WINDOWS: Chris Blake Architect" ".. I. FIRE STOPPING REQUIRED PURSUANT TO THE 2015 INTERNATIONAL RESIDENTIAL CODE - NY 1. MICRO-LAM (LVL) BEAMS: MANUFACTURED BY GEORGIA PACIFIC. FB=260OPS1, E=1,900,000 PSI OR 1. ALL NEW WINDOWS AND FRENCH DOORS TO BE ANDERSEN BRAND 400 SERIES WOOD UNITS OR 155 N. Washington Ave,Bergenfield,NJ 07621 2. ALL EXTERIOR GLASS DOORS AND SHOWER ENCLOSURES TO HAVE SAFETY GLAZING - REQUIRES APPROVED EQUAL. APPROVED EQUAL, SHOWN ON PLANS ARE CATALOG UNIT NUMBERS AND ROUGH-OPENING DIMENSIONS. MARKING: 16CFR,1201 2. ALL WINDOWS TO HAVE LOW-E INSULATED GLASS, HURRICANE RESISTANT, SCREENS, HARDWARE PER Tel:201-816-9523 Fax:201-816-9546 3. ALL EXTERIOR WALLS TO BE MIN INSULATED WITH R-21 BATT INSULATION - NEW ROOF TO HAVE R-30, OWNER'S REQUEST, NEW FLOOR TO HAVE R-30 OR AS NOTED PER ENERGY CODE. PLYWOOD 3. ALL TRIM TO MATCH EXISTING, SILL HORNS TO EXTEND FOR TRIM, ALL EXTERIOR WALLS ARE WOOD STUD NJ Lie#12792 NY Lie#019458-1 4. ALL NEW INTERIOR WALLS TO RECEIVE NEW INTERIOR FINISHES, 1/2" GYPSUM BOARD TYPICAL, MOISTURE - VERIFY WIDTH. eba@chrisblakearchitect.com RESISTANCE AT WET LOCATIONS. UON. I. PLYWOOD SHEATHING SHALL BE RATED SHEATHING AND APA GRADE STAMPED FOR SPECIFIED 4. ALL EGRESS WINDOWS TO BE PER CODE - 5.7 SQ FT CLEAR OPENING, 24" MIN. HEIGHT, 20" MIN. WIDTH, 44" MAX SILL HEIGHT ABOVE FINISHED FLOOR. SPAN, SHALL BE MADE WITH EXTERIOR GLUE I AND SHALL BE OF THE FOLLOWING THICKNESS ROOF - 5/8", 5. INSURE EGRESS AND TEMPERED UNITS WHERE REQUIRED. GENERAL CONSTRUCTION NOTES: WALLS - 1/2", INDEX STAMP TO BE VISIBLE ON ALL SHEETS. 6. PROVIDE MUNTIN GRILLES FOR ALL UNITS PER ELEVATIONS, SDL.. 2. ALL PLYWOOD SHALL BE GLUE NAILED TO FLOOR JOISTS USING APA APPROVED CONSTRUCTION 7, PROVIDE EXTENSION JAMBS FOR WALLS GREATER THAN 4". I. ALL STRUCTURAL WORK SHALL CONFORM TO THE STATE BUILDING CODE AND ALL LOCAL GOVERNING ADHESIVE (BF GOODRICH PL-400 OR APPROVED EQUAL). 8. ANY SUBSTITUTIONS TO BE EQUAL TO, OR GREATER THAN, UNIT SHOWN ON PLAN, BUILDING CODE. 3. USE PLY CLIPS OR OTHER EDGE SUPPORT AS REQUIRED FOR PLYWOOD SHEATHING. 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING, BRACING, SHEETING AND MAKE SAFE ALL 4. LEAVE 1/16" SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8" SPACE AT ALL PANEL EDGE GENERAL ADMINISTRATION: ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOINTS. MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES OF CONSTRUCTION: FOR COORDINATION OF 1. THE ARCHITECT IS TO HAVE ACCESS TO THE JOB SITE AT ALL TIMES. THE WORK OF ALL TRADES, AND FOR SAFETY PRECAUTIONS, 2. NO WORK TO BE STARTED UNTIL A BUILDING PERMIT E REQUIRED VARIANCES, IF NEEDED, HAVE BEEN 3. PROPERTY DIMENSIONS GIVEN ARE BASED UPON INFORMATION CONTAINED IN VARIOUS DESIGN TIMBER CONNECTORS: OBTAINED, AND OTHER APPROVALS AND REVIEWS HAVE BEEN CONDUCTED AND SECURED AS REQUIRED BY DOCUMENTS PROVIDED BY THE OWNER. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO THE LOCAL AGENCIES HAVING JURISDICTION OVER THE WORK. SITE INFORMATION. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT FOR HIS EVALUATION 3. ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED BEFORE THE START OF ANY WORK AND BEFORE THE AFFECTED CONSTRUCTION IS PUT IN PLACE. I. JOISTS HANGERS, CROSS BRIDGING, AND ALL CONNECTORS FOR WOOD CONSTRUCTION SHALL BE GALVANIZED STEEL AS MANUFACTURED BY SIMPSON OR APPROVED EQUAL. SPECIAL NAILS AS DISCREPANCIES, OR VARIATIONS BETWEEN PLANS AND ACTUAL CONDITIONS ARE TO BE BROUGHT TO THE SUPPLIED BY MANUFACTURER SHALL BE USED FOR REQUIRED NAILING. IMMEDIATE ATTENTION OF THE ARCHITECT PRIOR TO START OF WORK. 4. ALL WORK OF THE VARIOUS TRADES IS TO BE PERFORMED BY CAPABLE AND REPUTABLE FRAMING LUMBER � TIMBERS: 2. PROVIDE GALVANIZED METAL POST BASES AND POST CAPS (SIMPSONECONTRACTORS, LICENSED IN THE STATE OF NEW YORK AND AS OTHERWISE REQUIRED BY LOCAL AGENCIES. POSTS. SELECT POST BASES THAT ARE DESIGNED TO BE ANCHOREDDTTO O TYPE FOUNDATIONS OR EQUAL) AT ALL ONS WITH BOLTS OR PLATES EMBEDDED IN THE CONCRETE. 5. ALL CONSTRUCTION MATERIALS ARE TO BE NEW AND OF SOUND QUALITY. I. ALL FRAMING LUMBER WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS 3. PROVIDE METAL BEAM HANGERS AT ALL JOISTS FLUSH FRAMED TO BEAMS. WHERE BEAMS ARE 6. PRIOR TO COMPLETION OF WORK, REMOVE FROM JOB SITE ALL TOOLS, EQUIPMENT, MACHINERY, DEBRIS, A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, "TIMBER CONSTRUCTION MANUAL", LATEST EDITION. WASTE, SCRAP, ETC. FLUSH FRAMED TO OTHER BEAMS USE TOP FLANGE METAL BEAM HANGERS. B. NATIONAL FORESTS PRODUCTS ASSOCIATION "NATIONAL DESIGN SPECIFICATION FOR WOOD 4. PROVIDE METAL HURRICANE ANCHORS AT EACH RAFTER. SIMPSON N5 OR H7 OR AS REQUIRED BY 7. ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE TIME OF CONSTRUCTION ARE NOT THE CONSTRUCTION", LATEST EDITION. RESPONSIBILITY OF THE ARCHITECT, 2. FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIE FOR THE SPECIFIED USE, THE LOCAL GOVERNING BUILDING CODE. 8. THE CONTRACTOR SHALL FULLY COMPLY WITH ALL LOCAL STATE AND FEDERAL REQUIREMENTS AND UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS. ALL LUMBER SHALL BE 5. RAFTERS FRAMED FLUSH TO STRUCTURAL RIDGE BEAMS SHALL HAVE HANGERS. GENERALLY ACCEPTED STANDARDS FOR THE CONSTRUCTION INDUSTRY SUCH AS, ASTM, ANSI, ADA, SMACNA, GRADE-STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACE DRIED. UL, ETC. DESIGN LOADS ARE AS FOLLOWS PER SF= 9. THE CONTRACTOR SHALL PROVIDE ALL CERTIFICATES OF INSURANCE, BONDS, TEMPORARY SERVICES, RAFTERS, NOT USED AS TAILS: DOUGLAS FIR LARCH U2, FB-900 PERMITS AND FEES, SCHEDULING OF WORK AND REMOVAL OF DEBRIS, AND SHALL ARRANGE FOR THE CALM, PSI, E=1,600,000 LOCATION LIVE DEAD DEFLECT LIMIT AND QUIET MOVEMENT OF MEN AND MATERIALS THROUGHOUT THE NEIGHBORHOOD AND SITE DURING THE COLLAR TIES, CEILING JOISTS= DOUGLAS FIR LARCH :32, PF-900 CONSTRUCTION PROCESS WITHOUT DISRUPTION OF DAILY ACTIVITIES TO NEIGHBORS, OWNERS AND WORKERS. PSI, E-1,600,000 FIRST FLOOR 40 LBS 10 LBS L/360 10. DUST PARTITIONS SHALL BE ERECTED AS DIRECTED BY THE OWNER SO AS NOT TO ALLOW STUDS: DOUGLAS FIR LARCH STUD GRADE, KILN DRIED, FC-850 2ND FL (SLEEP AREAS) 30 LBS 10 LBS L/360 CONSTRUCTION DUST TO ENTER USABLE AREAS. HEAVY PLASTIC SHEATHING PROPERLY FASTENED IS PSI, E=1,400,000 ATTIC (NON-STORAGE) 10 LBS 15 LBS L/240 ACCEPTABLE. PLATES= DOUGLAS FIR LARCH STUD GRADE ATTIC (STORAGE) 20 LBS 10 LBS L/240 11. FOUNDATIONS AND SUBSOIL CONDITIONS HAVE BEEN DESIGNED BASED ON GENERAL INFORMATION AND HEADERS, BEAMS= DOUGLAS FIR LARCH U1, FB-1000 PSI, ROOF W/ FINISHED CLG 30 LBS SNOW 15 LBS L/240 MAY REQUIRE BORINGS AND/OR TEST PITS AS FURNISHED BY THE OWNER. EXACT FOUNDATION E-1,700,000 ROOF W/O FINISHED CLG 30 LBS 17 LBS L/180 REQUIREMENTS ARE SUBJECT TO CHANGE BASED UPON INSPECTION OF ACTUAL SITE CONDITIONS AT TIME POSTS: DOUGLAS FIR LARCH ul, FC=1000 PSI, E=1,600,000 OF CONSTRUCTION AS DETERMINED BY THE ENGINEER. 1. DOUBLE ALL JOISTS (UON) AROUND OPENINGS AND UNDER ALL PARTITIONS PARALLEL TO THE 12. PRIOR TO THE START OF ANY WORK, THE CONTRACTOR AND OWNER SHALL VERIFY THE STRUCTURAL 3. NAILING SHALL CONFORM TO THE 2015 IRC, DIRECTION OF THE JOISTS. INTEGRITY OF ALL EXISTING STRUCTURAL ELEMENTS TO REMAIN, AND SAFEST REMOVAL METHOD FOR THOSE 4. WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICRO-LAM, 2.PROVIDE CONTINUOUS FIRE STOP AT ALL CONCEALED SPACES IN WALLS AND BETWEEN FLOOR TO BE DISCARDED, INCLUDING ALL BRACING, SHORING, AND STABILIZING METHODS REQUIRED TO ENSURE SITE GLU-LAM, OR STEEL GIRDERS, SET THE GIRDERS 1/4" CLEAR BELOW TOP OF FRAMING LUMBER TO ALLOW FOR SPACES AT BEARING PARTITIONS TO LIMIT DIMENSIONS OF CONCEALED SPACES TO 8'-0" VERTICALLY SAFETY. FRAMING LUMBER SHRINKAGE. AND 20'-O" HORIZONTALLY. 13. ALL DIMENSIONS ARE APPROXIMATE AND SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 5. STUD BEARING WALLS ARE TO BE A MINIMUM 2"X4" o 16" O.C. 3. ALL MATERIAL TO BE USED IN THIS PROJECT SHALL BE INSTALLED IN STRICT CONFORMANCE WITH 14. DO NOT SCALE DIMENSIONS FROM DRAWINGS. WRITTEN DIMENSIONS ARE TO BE FOLLOWED FOR AT THE INTERIOR is EXTERIOR. MANUFACTURER'S RECOMMENDED SPECIFICATIONS FOR INSTALLATION OF THEIR PRODUCT. CONSTRUCTION AND ZONING PURPOSES. 6. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW. INSTALL ADDITIONAL STUDS 4. ALL MASONRY SHALL BE TIED TO STRUCTURE WITH SUITABLE NONCORROSIVE STRAPS AND 15. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF PLANS WITH ALL RELATED SERVICE WHERE REQUIRED. ANCHORS INTENDED FOR THESE SPECIFIC USES. COMPANIES, AND GOVERNMENT AGENCIES, SUCH AS, TELEPHONE, GAS, SEWER, WATER, ELECTRICITY, CABLE, 7. USE DOUBLE STUDS AT ENDS OF WALLS AND END OF WALL OPENINGS. 5. PROVIDE SOLID BLOCKING AS REQUIRED UNDER ALL POSTS ABOVE, AS REQUIRED TO PROPERLY D.O.T., ETC. AND SHALL FULLY COMPLY WITH ALL INTERFACE REQUIREMENTS INDEPENDENTLY WITH EACH 8. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. TRANSMIT LOADS TO FOUNDATION AND/OR GIRDERS. APPLICABLE CONNECTION. 9. TOP PLATES OF WALLS SHALL BE (2) 2"X4" MEMBERS, STAGGER SPLICES 8'-0" MINIMUM. LAP ALL PLATES 16. THE CONTRACTOR SHALL VERIFY THAT ALL FIXTURES, EQUIPMENT AND/OR APPLIANCES SPECIFIED, AT CORNERS AND AT INTERSECTIONS OF PARTITIONS. ORDERED, OR INSTALLED IN THIS PROJECT ARE IN FULL COMPLIANCE WITH ALL CONDITIONS AND 10. UNLESS OTHERWISE NOTED, PROVIDE HEADERS OVER ALL OPENINGS AS FOLLOWS: INTERIOR WALLS (2) FOUNDATIONS: REQUIREMENTS OF THE MOST CURRENT EDITION OF THE NEW YORK ENERGY AND CONSTRUCTION CODE. ANY 2"X8" MIN., EXTERIOR WALLS (2) 2"XIO" MIN. ITEM SPECIFIED HEREIN WHICH DOES NOT COMPLY SHALL BE BROUGHT TO THE ATTENTION OF THE 11. UNLESS OTHERWISE NOTED, AT ENDS OF ALL BEAMS, HEADERS, AND GIRDERS, PROVIDE A BUILT-UP OR I. BUILDING FOUNDATIONS SHALL BEAR ON FIRM UNDISTURBED SOIL HAVING MINIMUM BEARING ARCHITECT IN ORDER THAT AN ACCEPTABLE ALTERNATIVE MAY BE SELECTED. SOLID POST WHOSE WIDTH IS AT LEAST EQUAL TO THE WIDTH OF THE MEMBER CAPACITY OF 3,000 PSF OR ALL ON ROCK WAVING MINIMUM BEARING CAPACITY OF 4,000 PSF. 17. THE CONTRACTOR SHALL ARRANGE AND CONDUCT ALL INSPECTIONS WITH LOCAL BUILDING INSPECTORS IT IS SUPPORTING AND WHOSE DEPTH IS 4" AT INTERIOR WALLS, 6" AT EXTERIOR WALLS. WHERE POSTS FOUNDATIONS SHALL NOT BEAR PARTIALLY ON SOIL IF OTHER FOUNDATIONS BEAR ON ROCK. ADEQUACY FOR SOILS AND FOUNDATIONS, ROUGH CARPENTRY, PLUMBING AND ELECTRICAL, FIRE STOPPING, MECHANICAL SPECIFIED ON THE DRAWINGS, THEY SHALL BE SOLID TIMBERS, NOT BUILT-UP FROM STUDS. OF BEARING STRATUM SHALL BE VERIFIED IN FILED BY THE GEOTECHNICAL ENGINEER. ADJUST BOTTOM VENTILATION, WELDING, OR AS OTHERWISE REQUIRED DURING CONSTRUCTION. 12. BEAMS UNDER OR ABOVE A POST SHALL BE AT LEAST AS WIDE AS THE POST. OF FOOTING ELEVATION AS REQUIRED. 18. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE SAFETY OF PUBLIC WORKERS AND OTHERS 13. PROVIDE CROSS BRIDGING AT MAXIMUM 8'-O" O.C., FOR ALL JOISTS, NO NEW OR EXISTING JOISTS SHALL 2. MINIMUM FOUNDATION REINFORCEMENT SHALL CONSIST OF, ON SITE DURING THE CONSTRUCTION PERIOD AND SHALL PROVIDE ALL NECESSARY WORKERS COMPENSATION BE CUT OR NOTCHED WITHOUT APPROVAL. FOOTINGS, 2 =4 CONTINUOUS PLACED 3" CLEAR FROM BOTTOM AND SIDES. LAP 2'-0". INSURANCE FOR ALL WORKERS. WALLS; 2 u4 CONTINUOUS PLACED 2" BELOW TOP OF WALL. LAP 2'-0" FRAMING NOTES: WALL DOWELS v4 o 2'-O" OC. EMBED VERTICAL LEG 9" INTO FOOTING W/ 90 DEGREE, 6" HOOK AT END, EMBED VERTICAL LEG 1'-8" INTO WALL. 3. DO NOT PLACE BACKFILL AGAINST THE CONCRETE WALLS UNTIL THE WALLS HAVE ATTAINED THEIR NOTICE TO GENERAL CONTRACTOR= I. RAFTERS TO BE FRAMED TO RIDGE BOARD, TYP, UON. RIDGE BOARD TO BE NOT LESS THAN CUT END 28 DAY STRENGTH. OF RAFTER. 4. ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM 3'-O" BELOW FINAL GRADE UNLESS THEY DUE TO THE AGE + CONDITION OF THE BUILDING AND NON-VISIBLE STRUCTURAL MEMBERS, THE CONTRACTORS 2. HIP AND VALLEY RAFTERS SHALL BE NOMINAL 2" THICK, NOT LESS THAN DEPTH OF CUT END OF RAFTER. BEAR ON SOUND, UNWEATHERED ROCK. ARE TO SURVEY THE STRUCTURE, OPEN CONCEALED AREAS AND VERIFY CONDITIONS, IF DISCREPANCIES OR HIP + VALLEY RAFTERS SHALL BE SUPPORTED AT RIDGE BY BRACE TO A 5. A LINE CONNECTING THE NEAREST POINTS OF THE BOTTOMS OF ANY TWO FOOTINGS SHALL NOT PROBLEMS ARE FOUND THE ARCHITECTS ARE TO BE CONSULTED IMMEDIATELY, BEFORE PROCEEDING WITH BEARING PARTITION, U.O.N. HAVE A SLOPE GREATER THAN I VERTICAL TO 2 HORIZONTAL. ANY WORK. THE ARCHITECT MADE ASSUMPTIONS BASED UPON VISUAL INSPECTIONS, HOWEVER, ALL 3. WHERE CEILING JOISTS ARE NOT PARALLEL TO RAFTERS, SUB-FOORING OR METAL STRAPS SHALL BE 6. PRESSURE TREATED SILLS SHALL BE ANCHORED TO THE FOUNDATION WALL WITH 1/2" ANCHOR CONDITIONS AND STRUCTURAL MEMBERS COULD NOT BE SEEN. THEREFORE, BEFORE BEGINNING WORK THE INSTALLED TO PROVIDE A CONTINUOUS TIE ACROSS BUILDING, OR BE PROVIDED BOLTS WITH A 4" 90 DEGREE HOOK AT THE END. THE BOLTS SHALL BE EMBEDDED 12", LOCATE BOLTS CONTRACTORS ARE TO: W/ 2X4 CROSS TIES LESS THAN 4'-0" 00, U.O.N. AT CORNERS, SIDES OF WALL OPENINGS IN STUD WALLS, AND 6'-O" OC. 4. CEILING + FLOOR JOISTS SHALL BE LAPPED OVER BEARING PARTITIONS A MIN OF 3". 1. DIG INSPECTION HOLES AT LOCATIONS INDICATED ON THE CONTRACT DRAWINGS TO DETERMINE 5. STRUCTURAL ROOF, FLOOR, AND WALL FRAMING SHALL NOT BE CUT, NOTCHED, OR BORED IN EXCESS CONDITION, SIZE AND LOCATION BELOW GRADE OF FOUNDATIONS S FOOTINGS. OF SECTION 602.6, 802.7 IRC 2009, NJ EDITION. ENGINEERED WOOD PRODUCTS ARE NOT CONCRETE: PERMITTED TO BE ALTERED EXCEPT AS PER MANUFACTURER INSTRUCTIONS. 2. REMOVE FINISHES AND OTHER MATERIALS CONCEALING STRUCTURAL MEMBERS AND VERIFY THEIR 6. JOISTS UNDER PARALLEL BEARING PARTITIONS SHALL BE DOUBLED, OR A BEAM AS NOTED TO SUPPORT 1. ALL CONCRETE WORK SHALL CONFORM TO THE ACI "BUILDING CODE REQUIREMENTS FOR CONDITION, SIZES AND LOCATIONS, IF ANY STRUCTURAL MEMBERS ARE IN POOR CONDITION OR THE LOAD SHALL BE PROVIDED, REINFORCED CONCRETE" (AC1318), LATEST EDITION. QUESTIONABLE IN ANY WAY THE SITUATION IS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECTS FOR 7. THE ENDS OF EACH JOIST, BEAM, RAFTERS, OR GIRDERS SHALL NAVE NOT LESS THAN 1.5" OF BEARING 2. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM ULTIMATE COMPRESSION CORRECTIVE DESIGN. ON WOOD OR METAL + NOT LESS THAN 3" BEARING ON MASONRY OR CONCRETE - PER SECTION 802.6 IRC STRENGTH OF 3000 PSI AT 28 DAYS. 2009 - NJ. 3. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60. 3. ALL CONSTRUCTION INCLUDING MECHANICAL, ELECTRICAL, PLUMBING SYSTEMS ARE TO BE CHECKED AND 8. JOISTS FRAMING INTO SIDE OF WOOD GIRDER SHALL BE SUPPORTED BY APPROVED FRAMING ANCHORS REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI MANUAL OF STANDARD PRACTICE ANY VIOLATIONS OR POOR CONDITIONS ARE TO BE CORRECTED. OR LEDGER STRIPS. JOISTS SHALL BE SUPPORTED LATERALLY AT ENDS BY FULL DEPTH SOLID BLOCKING NOT (AC1315), LATEST EDITION. LESS THAN 2" NOMINAL THICKNESS. 4. COMPLY WITH THE RECOMMENDATIONS OF AC1306 FOR COLD WEATHER CONCRETING AND ACI305 9. STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED, OR NOTCHED IN EXCESS OF THE LIMITATIONS FOR HOT WEATHER CONCRETING. SPECIFIED IN IRC 2006 12502.8 - NJ. 5. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185, WITH A MINIMUM ULTIMATE TENSILE 10. FLOOR FRAMING SHALL BE NAILED AND FASTENED IN ACCORDANCE WITH IRC 2009, 12602.3 - NJ. STRENGTH OF 70,000 PSI, DECK NOTES: II. ROOF/WALL CONNECTION SHALL BE NAILED AND FASTENED IN ACCORDANCE WITH IRC 2009 12802.3.1 - 6. COORDINATE SIZE AND LOCATION OF OPENINGS AND PIPE SLEEVES WITH DRAWINGS. MINIMUM NJ. CONCRETE PIPE BETWEEN SLEEVES SHALL BE 6'. 1. WOOD POSTS + COLUMNS IN CONTACT WITH THE GROUND OR IMBEDDED IN CONCRETE ARE REQUIRED TO BE 12. FRAMING OF OPENINGS SHALL BE FRAMED WITH A HEADER AND TRIMMER JOISTS. DOUBLE ALL 7, ALL GROUT SHALL BE NON-SHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. CONSTRUCTED WITH PRESSURE TREATED WOOD. FRAMING MEMBERS FOR SPAN OVER 5'-0", AND APPROVED HANGERS ARE REQUIRED FOR SPANS OVER 6'-0". 8, PROVIDE CLEARANCE FROM FACE OF CONCRETE TO REINFORCEMENT AS FOLLOWS: 13. WALL FRAMING SUCH AS TOP PLATES, JACK STUDS, STUD SPACING, HEADERS, BOTTOM PLATE, SLABS: 3/4" , FOOTINGS 3" , EXTERIOR WALLSs 1-1/2" FOR t*5 OR SMALLER. 2. GIRDERS WITHIN 12 INCHES OF ANY EXPOSED EARTH ARE REQUIRE TO BE CONSTRUCTED OF PRESSURE FIRE-BLOCKING, DRILLING AND NOTCHING, CRIPPLE AND BRACED WALLS, AND FASTENING SHALL BE PER IRC TREATED WOOD. 2009, SECTION 8601, NJ. # Date Revision 3. ALL FLOOR JOISTS AND DECKING MATERIAL WITHIN 18 INCHES OF EXPOSED EARTH ARE REQUIRED TO BE Addition+Renovation for: MICRO-LAM BEAMS: CONCRETE BLOCK' CONSTRUCTED WITH PRESSURE TREATED WOOD. I.A MINIMUM OF 1 1/2" OF BEARING LENGTH IS REQUIRED. SEE DRAWINGS FOR THE POST SIZE REQUIRED. I. ALL CONCRETE BLOCK WORK SHALL CONFORM TO THE "NATIONAL CONCRETE MASONRY ASSOCIATION 4, NON-CORROSIVE FASTENERS ARE REQUIRED. 2.13EARING ACROSS FULL LENGTH OF BEAM IS ASSUMED. SPECIFICATIONS," LATEST EDITION. Silber Residence 3. LATERAL SUPPORT REQUIRED AT BEARING POINTS. 2. CONCRETE BLOCK SHALL CONFORM TO ASTM C90, TYPE I, WITH F'M=1500 PSI ON NET AREA. 5. METAL HANGERS, STRAPS, ETC., MUST HAVE MANUFACTURER'S GALVANIZED NAILS OR APPROVED EQUAL. 4. 16" AND 18" DEEP BEAMS ARE TO BE USED IN MULTIPLE UNITS ONLY. 3. ALL MORTAR SHALL BE ASTM C270 TYPE S.4. ALL BLOCK DIMENSIONS INDICATED ON DRAWINGS ARE NOMINAL DIMENSIONS. O DECK GUARD NOTES: Block/Lot: 104-7-10 5. NAILING PATTERN FOR ASSEMBLY OF MULTIPLE UNITS TO BE A MINIMUM OF (2) ROWS OF 16D NAILS ® 12" 5. ALL CONCRETE BLOCK BELOW GRADE SHALL BE FILLED WITH MORTAR. 1570 Mason Drive .C., (3) ROWS OF 16D NAILS ® 12" O.C. FOR 14", 16" AND IS" BEAMS. 6. CONCRETE BLOCK BELOW BEAM OR TRUSS BEARING POINTS SHALL BE FILLED SOLID 1. DECK GUARDS ARE REQUIRED WHEN THE DECK WALKING SURFACE IS MORE THAN 30 INCHES ABOVE THE Cutchogue, New York 6. ASSUME FB=28,000 PSI, E=2,000,000 PSI FOR A MINIMUM OF TWO COURSES IN DEPTH AND A MINIMUM OF 32" IN WIDTH, U.O.N. FLOOR OR GRADE BELOW. 7.MICRO-LAM BEAMS ARE MANUFACTURED BY "GEORGIA PACIFIC". 7. WHERE A WOOD POST OR STEEL PIPE COLUMN BEARS DIRECTLY ON A BLOCK WALL, FILL ALL BLOCKS 8. ALL JOIST HANGERS TO BE "MICRO-LAM" METAL LUMBER CONNECTORS, SEE MANUFACTURER'S SOLID WITHIN A WIDTH OF 32", CENTERED ON THE POST OR PIPE COLUMN, DOWN TO THE FOUNDATION. 2. DECK GUARDRAILS SHALL BE A MINIMUM OF 36 INCHES IN HEIGHT AND CONSTRUCTED TO WITHSTAND A GENERAL NOTES SPECIFICATIONS FOR HANGER DESTINATION. 8. PROVIDE HORIZONTAL LADUR TYPE REINFORCEMENT AT 16" VERTICAL SPACING. PROVIDE SPECIAL CONCENTRATED LOAD OF 100 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ALONG THE TOP RAIL CORNER AND TEE PIECES FOR CONTINUITY. MEMBER, Scale: NO SCALE ABBREVIATIONS: 3. OPEN GUARDS SHALL HAVE BALUSTERS OR BE OF SOLID MATERIAL SUCH THAT A SPHERE WITH A 4 INCH VIF VERIFY IN FIELD OH OVERWANG ELECTRICAL NOTES: DIAMETER CANNOT PASS THROUGH THE OPENING. Date: MAY 31, 2017 TYP TYPICAL PK PEAK 4. GUARDS SHALL NOT HAVE AN ORNAMENTAL PATTERN THAT WOULD PROVIDE A LADDER EFFECT. UON UNLESS OTHERWISE NOTED NT HEIGHT I. NEW ELECTRICAL OUTLETS, PHONE OUTLETS, AND CABLE TV OUTLETS TO BE INSTALLED AS PER APPLICABLE CODES. Submission: PERMIT SET PTD PAINTED SF SQUARE FEET 5. STAIR GUARDS / HANDRAILS ARE REQUIRED ON STAIRWAYS WITH 3 OR MORE RISERS. AFF ABOVE FINISHED FLOOR LBS POUNDS 2. ALL NEW SMOKE DETECTORS TO BE HARDWIRED TO NEW CIRCUIT PER BUILDING CODE, BATTERY BACK-UP Indemnification Clause: OC ON CENTER FL FLOOR6. RISERS SHALL BE CLOSED OR HAVE AN OPENING NO GREATER THAT 4 INCHES. HANDRAILS SHALL NOT BE OA OVERALL FIN FINISHED 3. RECESSED CEILING LIGHT FIXTURES TO BE 4" DIA. HALO - FRAMELESS OR APPROVED EQUAL. LESS THAN 30" NOR MORE THAN 38 INCHES MEASURED VERTICALLY ABOVE THE LEADING EDGE OF THE TREAD The owner shall release,hold harmless,and indemnify the 4. PROVIDE ALL PROPER HOOK-UPS FOR ALL EQUIPMENT - VERIFY W/ OWNER, OR ABOVE THE FINISHED FLOOR OF THE LANDING OR WALKING SURFACE. THE CLEAR SPACE BETWEEN THE Architect with respect to:any changes made to the HANDRAIL AND ADJACENT WALL OR SURFACE SHALL NOT BE LESS THAN 1-1/2 INCHES. r changes construction documents by the work, other than the Architect, or changes in any aspect of the work,or failure by the Contractor to build in accordance with these construction 7. HANDRAILS SHALL BE GRASPABLE WITH A CROSS SECTION AREA OUTSIDE DIAMETER A MINIMUM OF 1-1/4 documents. INCHES BUT NOT GREATER THAN 2-5/8 INCHES. A _ n CJ1i. f-i i A6 y r ....y1 v N Chris Blak-cIA;chiteci 155 N. Washington Ave,Bergenfield,NJ 07621 Tel: 201-816-9523 Fax:201-816-9546 NJ Lic#12 792 NYLic#019458-1 cba@chiisblakearchitect.com 4 36"AFFO q P36"AFF 1',LOISET STUDY 10'-5" X 12'-0" REAR DECK + STEPS WOOD DECKING - VERIFY WOOD L NEW WOOD FLOOR ITTING AREA I < 4 — * W WOOD FLOG 3 4 DOWN 3 A, 1l'-6" X 11'-8" WATER 311 NEW WOOD FLOOR WP _V x TER BIB ---------- - 7' i % 4 4 ef-N 0 02 Gam— FAMILY ROOM GFI 15'-7" X 19'-3" W WOOD FL NE BAT 2 KITCHEN OPEN TO BELOW 11'-4" X 7-3" 00 la'-8" XII'-8"I I'-S' ATTIC ACCESS NEW TILE FLOOR p NEW WOOD FLOOR I GFI GFI G 1 0 0 I [ io UNDER CABINET LIGHTING,TYP :CIE ATTICACCESS VERIFY ELEC GFI cFl NOOK-UP FOR ------------ --- TOILET AS PEO'D GjFId , (b D1V OGFI 6 8 -q7 II II \- ------------------------------ - PROVIDE BEDROOM 2 CAE31NETQY III-11" X 131-01 4_(j- ----- DINING AREA LIGHTING NEW WOOD FLOORFe� 4-C 11'-2" X 19'-3" NEW WOOD FL OPEN TO ABOVE EXIST ATTIC Y EF POWDE V (P 7-6"X GFI GFI GFI NEW TI EFL X GF�� 44)- 4-(6- C�OSET CLOSET CLOSET C F LAUNDRY 9'-8" X 8'-2" NEW TILE FLZbk- Fel F 1 CLOSET -'747 CATH CF=ILINGYF, IRO M BEDROOM 1 4 GFI -Z47 -cn- ll'-6" X 15'-3" 4:L?i,NEW WD FL 4 4 3 LIVING ROOM ___LjP -141 zq 19'-8" X 15'-3" I - NEW WOOD FL C �o 3, FI< VERIFY ELEC 28"AF LINEN CEN MALVAC GFI WIP HOOK-UP FOR 8 STORAGE* 4 —IN TOILET AS REQ'D F SECOND FLOOR ELECTRICAL PLAN .V 1/4" = 1'-0" GFI ) BATH NEW TILE FL GENERATOR HO K UP 9'-3* X 6'-0* CATH CLG GF AS REQUIRED NEW TILE LF,Yi _ %x _V v47 0 VERIFY ELEC WP NEW FRONT WD DECKING + H00<-UP FOR TOILET AS PEQ'D RAILING + STEPS GFI GFI LO X EF WATER BIB Date Revision SOFFIT LIGHTING VI 1FY ELEC M BATH HOOK- FOR 24' 17-11' X 14'-10' Addition+Renovation for: Vf�E TOWEL NEW TILE FL WARMER TREY CEILING Silber Residence ELECT2ICAL LEGEND Block/ Lot: 104-7-10 GFI IN 1570 Mason Drive Cutchogue, New York 15'-OV2' GFI GFI ®GFI GFI SURFACE MOUNT LIGHT FIXTURE SINGLE POST ELECTRICAL SWITCH ELECTRICAL FLOOR PLANS 6" DIA. (U.O.N.) RECESSED FIXTU12E 3 = THREE WAY SWITCH Scale: 1/4" = 1'-0" WALL MOUNTED LIGHT FIXTURE = DUPLEX RECEPTACLE OUTLET Date: MAY 31, 2017 NEW OR EXST SMOKE ALARM, GROUND FAULT INTERRUPT INTERCONNECTED + HARD-WIRED RGFI ' RECEPTACLE OUTLET Submission: PERMIT SET W/ BATTERY BACKUP NEW OP EXST CARBON MONOXIDE DETECTOR, INTERCONNECTED + Rwp - WATER PROOF RECEPTACLE OUTLET FIRST FLOOR ELECTRICAL PLAN Indemnification Clause: PARD-WIRED W/ BATTERY BACKUP 1/4" V-0" The owner shall release,hold harmless,and indemnify the NEW OR EXST EXHAUST FAN, 80 CFM o Architect with respect to:any changes made to the EF 3 FIXTURES. IIOCFM a 4 FIXTURES construction documents by anyone other than the Architect, or changes in any aspect of the work,or failure by the SURFACE MOUNT NEW CABLE TV OUTLET FOR Contractor to build in accordance with these construction FAN LIGHT FIXTURE CABLE TV, INTERNET documents. NEW TELEPHONE OUTLET - VERIFY TYPE + LCCATION WITH OWNER 0 N '3 0 E 1