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HomeMy WebLinkAbout44118-Z �gpFFOl,�cpGy Town of Southold 6/21/2021 a P.O.Box 1179 0 o 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42102 Date: 6/21/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 350 Macdonalds Rd,Laurel SCTM#: 473889 Sec/Block/Lot: 145.-4-14.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/8/2019 pursuant to which Building Permit No. 44118 dated 9/3/2019 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;second floor balcony,roof-top deck, deck with wet bar, entry deck and outdoor shower,to an existing singley dwelling as applied for per ZBA#7253, dated 3/28/2019. The certificate is issued to Friedman,Alex&Tennenbaum,Erica of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44118 10/7/2020 PLUMBERS CERTIFICATION DATED 3/1/2021 N& lulmbing 0 riz ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 44118 Date: 9/3/2019 Permission is hereby granted to: Friedman, Alex 9 Prospect Park W Apt 11 C Brooklyn, NY 11215 To: construct additions and alterations to existing single-family dwelling as applied for with flood permit per DEC Non-Jurisdiction letter, ZBA &Trustee approvals. At premises located at: 350 Macdonalds Rd, Laurel SCTM # 473889 Sec/Block/Lot# 145.4-14.1 Pursuant to application dated 8/8/2019 and approved by the Building Inspector. To expire on 3/4/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $630.40 Flood Permit $100.00 CO -ADDITION TO DWELLING $50.00 Total: $780.40 Buil in Spector 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.Ha 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: 'c �l o�[.l�Dno� e-,Qoa A Low House No. AA Street Hamlet Owner or Owners of Property: IAA P,�X 12 %Q(�Dna—c) Suffolk County Tax Map No 1000,Section i Block 44 Lot I LA• 2 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: $ pplicint ignature 1 ®��OF SOVry®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 • �Q sean.devlin(cD-town.southold.nv.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Alex Friedman Address: 350 Macdonalds Rd city Laurel st: NY zip: 11948 Building Permit#: 44118 Section: 145 Block- 4 Lot 14.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: T Best Electric License No: 49446ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceding Fixtures 5 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures $ Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches $ 4'LED Exit Fixtures Pump Other Equipment. 8' of Tape Light, 3- Step Lights, 2- Mini Fridges Notes: Wired Mudroom and Upper Deck on Second Floor Inspector Signature: C Date: October 7, 2020 S.Devlin-Cert Electrical Compliance Form As } C Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT _ TOWN OF SOUTHOLD MAR 5 2021 CERTIFICATION- Date: 311 12,02-1 Building Permit No. '' 6 Owner: -Qi d�Wyovn (Please print) Plumber: �o S�`� h- 1 y o von 9,1 . .�_9-�i `71 v�^g 1a 1' _ (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of I% lead. (Plumbers Signature) Sworn to before ane this � sT day of MArZc.l , 20 7-1 Notary Public, .County JOHN P LICCIARDO NOTARY PUBLIC-STATE OF NEW YORK No. O1 L16259018 Qualified in Suffolk County My Commission Expires April 02, 2041 OE SOUTyo6 L4 I I 1 8 '70 S-0 M A-C 'Pr//JA-t Dr # # TOWN .OF SOUTHOLD BUILDING DEPT. ��ycoorm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]; FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: V4 tf Surc pe I DATE U . INSPECTOR �o�aoe so�lyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycoorm `` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIO TION ] PRE C/O REMARKS: - `�p V Mb pv U04�i_ (� r > DATE 9' Y°l 1�ON� INSPECTOR i re Wilib MA&D�*�Js # # TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]` ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: T!Atkto,, (0 DATE INSPECTOR .o- U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30,2018 National Flood Insurance Program ELEVATION-CERTIFICATE Important: Follow the instructions on pages 1-9 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number. Alex Friedman&Erica Tennenbaum A2. Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O.Route and Box No. Company MAIC Number. 350 MacDonald Road City State ZIP Code Laurel New York 11948 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) Suffolk County Tax Lot No. 1000-145-4-14.1 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.) Residential A5 Latitude/Longitude: Lat.40*57'24" Long.72"32'55" Horizontal Datum: ❑ NAD 1927 © NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 9 A8. For a building with a crawlspace or enclosure(s): ' a) Square footage of crawlspace or enclosure(s) 2021.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 0 F c) Total net area of flood openings in A8.b 0.00 sq in 1 d) Engineered flood openings? ❑Yes ❑X No A9. For a building with an attached garage: a) Square footage of attached garage sq ft i' I "a L + b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade JUN 1 6 2021 c) Total net area of flood openings in A9.b - sq in WE d) Engineered flood openings? ❑Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP_ (FIRM)INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State 360813 Town of Southold Suffolk New York B4. Map/Panel B5.Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO,use Base Flood Depth) Revised Date 3010300483 H 09-25-2009 09-25-2009 AE 6 B10. Indicate the source,of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑ FIS Profile 0 FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139:-❑ NGVD 1929 ❑X NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes X No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 1 ELEVATION CERTIFICATE OMB No. oo8 Date: Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Budding Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O.Route and Box No Policy Number: 350 MacDonald Road City State ZIP Code Company MAIC Number Laurel New York 11948 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Budding elevations are based on: ❑ Construction Drawings* ❑Building Under Construction* 0 Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,AR/A,ARAE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: Vertical Datum: Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 ❑X NAVD 1988 ❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 2.4 0 feet ❑ meters b) Top of the next higher floor 6.4 0 feet ❑ meters i c) Bottom of the lowest horizontal structural member(V Zones only) ❑ feet ❑meters d) Attached garage(top of slab) ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the budding I (Describe type of equipment and location in Comments) 8.9 0 feet ❑ meters f) Lowest adjacent(finished)grade next to budding(LAG) 4.5 ® feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 5.4 ❑X feet ❑ meters r h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support 4.5 ❑X feet ❑ meters SECTION D—SURVEYOR, ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. l certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine orimprisonment under 18 U.S. Code, Section 1001. r Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes ©No ❑Check here if attachments. Certifier's Name License Number Anthony Portillo 037405 � �� t-' Title Architect Company Name ��►� d AMP Architecture Address 1075 Franklinville Road -g� 3740 �O Ci State ZIP Code Ci New York 11948 i Sign ur Date Telephone Ext. 10-21-2020 (716)572-4741 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) Lowest utility servicing the building is Furnace located towards the north side of dwelling in the hallway. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 350 MacDonald Road City State ZIP Code Company NAIC Number Laurel New York 11948 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and "Rear View" and, if required, "Right Side View"and "Left Side View.'' When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section AS. If submitting more photographs than will fit on this page, use the Continuation Page. s; Photo One Photo One Caption North Side 10.14.20 Clear Photo One Photo Two Photo Two Caption North Side 10.14.20 Clear Photo Two FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 350 MacDonald Road City State ZIP Code Company NAIC Number Laurel New York 11948 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. is Photo Three Photo Three Caption East Side 10.14.20 Clear Photo Three i i E Photo Four Photo Four Caption South Side 10.14-20 Clear Photo Four FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 ARCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 —; Brooklyn Office:450 95"'St,C9,Brooklyn,NY 11209 ��c Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 February 2, 2021 Re:Alex Friedman 350 MacDonald Rd. Laurel, NY 11948 To Town of Southold: Based on my inspections,all insulation,foundation,framing,strapping, and rough plumbing were completed per approved plans and NYS building code. If you have any further questions, please feel free to contact my office. Sincerely, Anthony Portillo, RA �•, %�I 'ern '�>�� '� [{ FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION (IST) y ------------------------------------ FOUNDATION(2ND) v' z H � ROUGH FRAMING& PLUMBING 1 INSULATION PER N.Y. y STATE ENERGY CODE J .01 FINAL lom I Na y ADDITIONAL COMME S I/ 20 Dov t z l `cZD jo m C f 'r /a c b FH O d i I I 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 Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 .ti Single&Separate Truss Identification Form Storm-Water Assessment Form T� + Contact: Approved 20 ' Mail to: o Qk_3&^, Disapproved a/c� Phone: Cp31 `�� 523 Expiration 20 sector PLICATION FOR BUILDING PERMIT ID AUG� � 8 2019 r ►. n l 2019 Date NO °v ,20) S IyT73NZe_`T DEP'I'� INSTRUCTIONS a.This„applzcahon J�Shh r3-onpletely filled in by typewriter or in inkandsubmitted to the Building Inspector with 4 sets of plans,adcurate 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., _ I ' _ - 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"cod'e,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. U1 9 •2-A, _ (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whethe applicant is owner, lessee, agent, architect,engineer, general contractor, electrician,plumber,or builder L'k Name of owner of premises JPS��-\4,AX, (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer . - (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: � J�� �o L:D n,n C J_k A/,) -&0,8 r� House Number Street Hamlet County Tax Map No. 1000 Section 146 Block 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 .0 b. Intended use and occupancy L+L) i nc3, 3. Nature of work(check which applicable):New Building Addition Alteration X Repair Removal De li i®n,<<, ...Q�ftr)Ypk "�� i,`�'�.�. )' T 6 (Description) ��� a 4. Estimated Cost Fee , (T& 'e paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor I If garage, number of cars 6. If business, commercial or mixed occupancy, specify-riatqrejapoleiqent, each type of use. 7. Dimensions of existing structures, if any: Front 2—?.S' Rear Depth Height ",7 Number of Stories ,2 Dimensions of same structure with alterations or additions: Front 2`1 S' Rear 52,3, Depthw. 9 ' Height 22 Number 8. Dimensiogltr� ri�ecoiistruction:Front Rear Depth = Height Number of Stories 9. Size of lot: Front 13 5' Rear--LO-3 ,°I t' Depth 2 V3.• C 2\ 10. Date of Purchase 2=c) Name of Former Owner (:-AUQ. 11. Zone or use district in which premises are situated �Z'4c) 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 NOy�/ 14.Names of Owner of premises DAeA Phone No. Name of Architect-Oh Dn�4 !l uf-L1 r -Address I ADO d a A;,, 0-6 Phone No'Z l co S12 zi-i41 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—Z— * IF YES,PROVIDE A COPY: STATE OF NEW YORK) SS: _ COUNTY OF� iJ/L�o of z/����c�U�u being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Z6-�2/v r� (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day ofye-( 201 PETER E SWAHN Notary Public,State of New York o Public Qualified in Suffolk County Signature o Applicant ` Commission Expires September 30,2022 d �n�^"�4 _ ;}„J' $Y � ��^c�"�' d �:. n� - Yi•-L -, -may.; - .." _ �.• :f++f--> ^7': _ 1 yh -.✓r "'.,�,s(.'.,.y>= ;s, 'a°�� g-t" •1�' �4';f 14-' �'�,`` "°J"°' `�;�,SL'YF ��11.• E� i� �,o.Com.tib``„� ^,, ,'may ' �'; -r�,�`rk �,,.�; _ � � "�'o•' - '_ ��� r;"'." 'l. :R`�, R;,4.�` ,.'�`-`� t" o;,,ry;•/'�'e ``� '��,,:'p'.���P¢' ..i 'Y„j^ *,-� .�SY �c-'i_t�r%`+�� y:d_',L -.'.z'4�_r'7,...,,i?1i '!+!'•.- -2��,...I...`A'�YI3 ��,t.� ;:_ %'`:` �'�y;=''�l l'•..a:wl � .� •a d:t`%✓{'-^,%i ',.3i...l gyp. ,d h•, ¢;t a'�( •;�w'ta„"",,.:•:��:Frm-.-r-�- v,.9:;a-L,.�,.A`.L,.'n rvs,�:r.;.s"�."'•r'"a�.....�,.in'c'.:T.::.'.^�,,."'.;:k»✓ -..�......c..i5L:'�::.(L•%�^,ry�.rs^r,.,,•,,:,,,,•r=mem 'rT-wc;r —=S_ ce',Y� .1',:>":+ I� —..._ ._m.__. _-T._�T»___„"'_� ......��i..r,-•�r.:...:....ewn..,...:'Tu'.Te'.rei�s.fi ry� ,i;, BOARD_OF SOUTHOLD�TOWN TRUSTEES r i `'. �; SOUTHOLD,NEW YORKwx - PERMIT NO.9486 DATE: JUNE 19,2019 ` Ar ; ISSUED TO:, ALEXYRIEDMAN&ERICA TENNENBAUM `, {. ., t w r PROPERTY ADDRESS: 350 MacDONALDS,ItOAD,LAUREL SCTM#;1000-1454-14.1 gk �? AUTHORIZATION rte;' Pursuant to the provisions .of Chapter 275'of the Town Code of-the Tow_ ri.of Southold,and in F- t accordance with the Resolution of the Board of.Trustees adopted at the=meeting held on, 19:2019,_and in ;r • consideration of application fee in the sum of$250.00-paid by Alex Friedman&Erica Tannenbaum and subject : to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and- , - t, ,r permits the following: Wetland -Permit for the existing 1,593sq#.,two-story dWelling and-to.construct a proposed �� y, 258sq.ft.mfidrob .with 91 sgJt.of steps,leading into mud"room;totaling 349sq.ft.; a proposed '`as _secondstory 125sq.ft.terrace over mudroom; proposed 85sq.ft.second story;balcony;._and for a '- d " �3v new 517sq.ft.wood deck at Westside of home;replaeing existing'525sq.ft deck;with the condition of the containment of-roof run off in accordance-with Chapter 236 of the Town Code Storm Water''Managemeikt;and to establish and perpetually maintain a 10'wide non-turf, ' buffer Tannin 'alon the,entire of the,seaWard ed a of the pfooeand aside icted.on the `� rr site plan prepared Anthony Portillo,R:A:,dated June 19,2019,and stamped-approved on June �� 19,'2019;and-the Stormwater Management Plan"prepared by AMP Architecture LLC;'dated - a April 17;'1019i,and stamped approved'on June 19;2019. p�' 1N WPTNESS WHEREOF,the said.Board of Trustees hereby causes its.Corporate Seal'to lie affixed, ! _ -and these presents to.be subscribed by a majority of the said Board-as of th 191'day of June,2019. 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'.'s:.'og:�.� oy�,. e,J,ra %t' ,��._i°s.,;i:«�` �='' �`�" .s;�'yN.• ��"' ,•t.,u ^' ry r,rq:r•. e��• _. - - ^ j'�YTf Few 1 Glenn Goldsmith,President �r�Q�S0 Town Hall Annex Michael J.Domino ,�Q� -; `" ��� 54375 Route 25 t P.O.Box 1179 John M.Bredemeyer III � f a Southold,New York 11971 A.Nicholas T ski Kru 5_ 92 V tri P `" e� elephorig'{631)76 18 � Greg Williams �� ® _ ,�® Fax(631) 765-6641 JUN 1 6 2021 BOARD OF TOWN TRUSTEES 7 T - �WT. TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1780C Date:-December 3, 2020 THIS CERTIFIES that the existing 1 593sq.ft.two-story dwelling and to construct a proposed 258sq ft mudroom with 91 sq ft cif steps•leading into mudroom totaling 349sa i • a'proposed second story 125sa ft terrace over-mudroom• proposed 85sq ftsecond st=balcony' and for a new 51-7sq ft wood deck at west side of home,replacing existing525sgX1 deck;with the condition of the containment of roof run off in accordance with Chanter 236 of the Town Code* Storm Water Management; and to establish and peMettually maintain a 10' wide non-turf buffer xuntling along the entirety of the seaward edge of the property: At 350 MacDonalds Road, Laurel Suffolk County Tax Map#1000-1454-14.1 Conforms to the application for a Trustees Permit heretofore filed in this office I9ated April 11, 2019 pursuant to which Trustees Wetland Permit#9486 Dated June 19, 2019,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing 1 593'sq ft two-story dwelling and to construct a proposed 258sq_ft mudroom with 91 sq,ft. of steps,leading-into mudroom totaling 349sa ft •`a proposed-secondstoU 125sq.ft.terrace over,mudroom;proposed 858q.ft. second story balcony'-and for a new 517sa ft wood deck at west side of home,replacing existing 5258g.ft. deck with the condition of the containment of roof run off in accordance with Chapter 236,of the Town Code Storm Water Management and to establish and perpetually maintain a 10' wide non-turf buffer ri n1 n a-along the entirety of the seawardedge of the property. The certificate is issued to,Alex:Friedman &Erica Tennenbaum owners of the aforesaid property. 4 AuthoriA - a ure NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec."gov .LEITER.OF- OJ-URISDICTION . MAL WETLANDS ACT March 21,2018 Alex Friedman 118 W.79w-St., Ste. 1A New York, NY 10024 Re: DEC#1-4738-00410/00005 Friedman Property 350 MacDonald Road Laurel, NY 11948 SCTM#1000-145-04-14.01 & 14.2 Dear Mr. Friedman^ / Based on the information you have submitted;the New York State Department of Environmental Conservation has determined that: The portion of the referenced property which Is located landward of a functional and substantial man-made structure(a bulkhead and a revetment)greater than 100'in length,constructed prior to 8120177,as evidenced on Aerial Image Resources Exposure#66-1891,and as shown on the survey prepared by Nathan Taft Corwin III on January 18,2018,19 beyond the jurisdiction of Article 25 (Tidal,Wetiands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661)no permit is required under the Tidal Wetlands Act. Please be advised, however,that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above,without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to 20'inside construction area)or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, George W. Hammarth Permit Administrator sla cc: Sean Gordon MHP file 1b1N wk' Department of =76dri, Environmental vi Conservation FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 29, 2018 TO: Brooke Epperson (Friedman) 15400 Main Road Mattituck,NY 11952 Please take notice that your application dated October 23, 2018: For permit to construct additions & alterations to existing single-family dwelling at: Location of property: 350 Macdonalds Road, Laurel,NY County Tax Map No. 1000 - Section 145 Block 4 Lot 14.1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 32,151 sq. ft. lot in the Residential R- 40 District, is not permitted pursuant to Article XXIII Section 280-124 which states, lots measuring 20,000-39,999 square feet in total size require a minimum front yard setback of 40 feet. The site plan notes a minimum front yard setback of 7.3 feet. Authorized e Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 29, 2018 AMENDED: January 22, 2019 TO: Brooke Epperson(Friedman) 15400 Main Road Mattituck, NY 11952 Please take notice that your application dated October 23, 2018: For permit to construct additions &alterations to existing single-family dwelling-at: Location of property: 350 Macdonalds Road, Laurel, NY County Tax Map No. 1000- Section 145 Block 4 Lot 14.1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 32,151 sq. ft. lot in the Residential R- 40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring 20,000-39,999 square feet in total size require a minimum front yard setback of 40 feet. The site plan notes a minimum front yard setback of 9.1 feet. This Notice of Disapproval has been amended to reflect the revised site plan last dated January 22, 2019. Authorized Signatur Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERS �*OF SO(/jyO Southold Town Hall Leslie-Kanes Weisman,Chairperson h0 l0 53095 Main Road o P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �pQ Town Annex/First Floor, Robert Lehnert,Jr. OI,Y`,oU s� 54375 Main Road(at Youngs Avenue) Southold,NY 11971 D .. a� D � - http://southoldtownny.gov RECEIVED APR 4 2019 ZONING BOARD OF APPEALS & Ptlkd�9 3:5L_PM TOWN OF SOUTHOLD APR - 3 2019 Tel.(631)765-1809•Fax(631)765-9064 TOWN OF souriSou old Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF MARCH 28, 2019 ZBA FILE#7253 NAME OF APPLICANT: Alex Friedman PROPERTY LOCATION: 350 MacDonalds Road,Laurel,NY. SCTM No. 145-4-14.1 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADME14ISTRATIVE 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 November 26, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated March 5, 2019. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject, non-conforming, 32,151 square feet, .738 acre creekfront corner parcel, located in the R-40 Zoning District, measures 136.68 feet along a private Paper Street referred to as Edgemere Avenue before turning at a rounded corner, 24.09 feet, then running west 186.94 feet along a second private Unnamed Street referred to as MacDonald's Road (aka MacDonald Crossing), then turning north along Brush's Creek and a rip-rap shore 90.80 feet, then dog-legging 26.35 feet along wood bulkheading with wood steps to the water, then continuing north 46.873 feet along wood bulkhead, and turning east, along the same creek and wood bulkheading, 213.02 feet meeting Edgemere Avenue. The site is developed with a one and one half story frame house with attached wood deck and steps on the westside along with a brick patio on the eastside of the residence along with a second, one story frame residential structure with garage, located in the northeast corner of the lot and has an attached wood deck with stairs and a brick patio on the northside with access to the property by two driveways; an earth drive on Edgemere Avenue and a paved bluestone drive on MacDonald's Road. Additionally, there are two sheds and a triangular brick patio as represented on the survey prepared by Nathan Taft Corwin III,Land Surveyor, dated January 18, 2018. r� Page 2,March 28,2019 #7253,Friedman SCTM No. 1000-145-4-14.1 BASIS OF APPLICATION: Request for a Variance under Article XXIII, Section 280-124 and the Building Inspector's October 29, 2018, Notice of Disapproval based on an application to construct additions and alterations to an existing single-family dwelling, at; 1) less than the code required minimum front yard setback of 40 feet; at: 350 MacDonalds Road, (Adj. to Brushes Creek)Laurel,NY. SCTM#1000-145.-4-14.1. RELIEF REQUESTED: The applicant requests a variance to make additions and alterations to a single-family dwelling under construction that will result in the second floor covered and enclosed porch having a front yard setback of 9.1 feet where code requires a front yard setback of 40 feet. ADDITIONAL INFORMATION: The subject property is located in a private, waterfront, community known as Edgemera Park created in the early 20th Century and does not conform to current Zoning standards. According to the survey,the primary residence is located in the AE Flood Zone and is adjacent to Town of Southold underwater land (Brush's Creek). The property is well screened with mature trees and landscaping. The applicant and his agent spoke at the Public Hearing and indicated that they would work to preserve the large trees on the property and clarified that there is no formal neighborhood association. No member of the public or immediate neighbor spoke in favor or against this application. Included in the application is a letter dated February 26, 2018, from the Board of Town Trustees. The Trustees determined that, after review of the site plan, the proposed alterations and addition to the second floor of the home,which is to occur within the existing footprint of the existing house, is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111),no permit is required. The Zoning Board of Appeals has previously granted variance relief ZBA File No 7189 for additions and alterations that will result in a front yard setback of 12.8 feet from an "unnamed" street where code requires a 40- foot setback. The"unnamed street"is a paper road which is not used by traffic. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on March 14, 2019 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(1). Grant of the variance will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Edgemera Park is a small-scale neighborhood of single-family residences of varying size, scale and design, the majority of which have customary second floors. Several immediate homes have similar, non-conforming, front yard setbacks or other visible zoning hardships. The applicant's proposed second floor covered and enclosed porch is not characteristic of the neighborhood. Granting an unenclosed, uncovered deck, which is open to the sky, will be less visible from the street, create less of a non- conforming structure than the proposed covered and enclosed porch and would be more characteristic of the neighborhood. 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. The existing residence was built prior to current zoning with a 12.8 feet front yard setback and the applicant proposes to decrease the setback by 3.7 feet. The proposed alteration is to add a second floor covered enclosed porch. The proposed covered porch's non-conforming setback can be mitigated by granting alternative relief for a second-floor deck which is opened to the sky and unenclosed at the proposed 9.1-foot setback. i. J� Page 2,March 28,2019 #7253,Friedman SCTM No; 1000-145-4-14.1 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 83%relief from the code. However, the structure was built prior to current zoning. Moreover,the subject parcel does not have any immediate residential neighbor who would be impacted by this application. Brush's Creek is owned by the Town of Southold and the immediate neighbors opposite the dual road frontage have similar hardship. Furthermore, the paper road (MacDonald's Crossing) running parallel to the Peconic Bay and approximately 26 feet wide is not paved and grass has grown over creating a greater buffer and setback from the closest neighbor. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of alternative relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a 2nd floor deck while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Planamento, and duly carried, to DENY as applied for and GRANT ALTERNATIVE RELIEF for a second-floor deck which shall remain open to the sky having a front yard setback of 9.1 feet. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The subject second floor deck shall remain unenclosed and open to the sky. 2. The applicant shall submit an amended site plan and architectural drawings depicting an unenclosed, uncovered second floor deck. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Before applying for a building permit, the applicant or agent must submit to the Board of Appeals for approval and filing, two sets of the final architectural drawings conforming to the alternative reliefgranted herein. The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. 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 k �( Page 2, March 28,2019 #7253,Friedman SCTM No. 1000-145-4-14.1 variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one(1)year terms. Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes,Planamento,Acampora and Lehnert. es ie Kaneseism��// an, Chairperson Approved for filing /2019 Scott A. Russell ,��°S` � STOIKI�WWA\TIER SUPERVISOR � � MANAGEMENT S5 K-dn Road TOWN HALL.P.o.Y K Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK ll971 Ol CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF TM FOLLOWING: Yes No (GEM AM THAT AMY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. - OP 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 tithe questions above,STOP! 'Complete the Applicant seeiion below with your Name, Signature,Contact Information;Date& Comity Tax Map Nemdw! 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 Sw m mw Management Control Plan and a.empleted Check List•Fom to the Ulding Department wlt-ou Building Permit Application A»t�nivT_ftopty Omer,Dfgn Prore�low%Agent,Contractor, i S.C.T.M. F 1000 Dates Dhtrict NAMF_ ` )tJ5 14,1�W,2 Section Block Lot CA �2 I �2�Q "` "-FOR BUILDING DEPARTMENT USE ONLY contact hilbrinatl� J U R�� Reviewed By: - - - - - - - - - - - - - - - - - - Property Address/Location of,Construction Work: _ _ _ _ _ _ _ _Date ❑ Approved for processing Building Permit. _StornL_ter ManagementControl Plan Not Required, c . rmwater Management Control Plan is Required (Forward to Engineering Department for ReviewJ FORM SMCP-TOS MAY 9-0 14 �•o ap 1 NT: II'nMorty oanor,N11P Prolrulonnl,ABonf$Contractor,othor) S'C,T,M, 1000 �C�HK�A-�-P�TE� ,,�236 s,A,�t:, j per � � - Icp.f+I+k Stormwater Mana emenft Co roy �Zart C EGl' -� tlon [clock Lot LIST, Date; ` S M C P -Plan.Requlrements; Provide ON>;cop of the Building P mit Application, �k The-applicant must provide a Complete Sxpla atlon and/or Rea n for not Providing all Information that has been Required by the fol owing Checklist! p Iding i, A Site Pian drawn to scale Not Less that 6o' to tie Inch MUST show all of the following items, " YE NO NA If You answered No or NA,to any Item, lease Provide J tificatlon Herel a. Location& Descr! tion of Propert Boundart If you need additional room for explanat 'ns,Please Prov a additlonaI Paper. h. 'otal Sile Acreage, , c, Existing I Natursl & an Made eatures wit n i of the Site Boundary as re aired bV§lac-l7(Ck , d, Test I•lole Data Indicating Soil Characteristics a lie th t Or Water, e. Limits of Clearing & Area of Pro se Lan istul•bance, �f. Existin '& Proposed Contours of the Site (Min um2'IntervaW g. Location o all existing& proposed structure roads," driveways, sidewalks, drainage lm rovement &utll)tles, I It _Spot Wades,& Finis i Poor levatlons or a I existing proposed structut-es, ocalloll o pt°opos Swimming op an is arge On I. Location of ro osed Soil Stock tie Area , k, Location of roposed Construction Bntrance/Sta In A ea(s),, I. Location of ro osed concrete washout'area , M. Location of all r osed erosion&sedimeq control me ures, 2• Stormwater Management Control plan must include Caleu tions showing that rhe siormwater Improvements are sized to capture,sto e;and Infiltrate on-site ilia run-ofr from all Impervious surfaces generated y a two(r)Inch rainfall Norm event, 0, Detail$&SeclIona I Drawings for slormwater,practices are req Ired for approval. items roclulrIn details shall Include but not be 1 ited to: a, Erosion &Sediltient Controls. b, Construction Entrance &Site Access, c, Inlet Drainage Str-uctul•es (e.g,catch basins,trene drains,etc.) I d, Leachin Structwes (e.g. Infiltration basins,swalie eta) ' I't)li I (.+i1'ss DEfAl't'I'1v1EN'!' USE wNLY'��� ...... .,.,,,.. i,-,. ,.,.,;-,..,...,...,.w:,.;...,...,,. -:-:,...,. .. ..., Revic%ved& i Additional Information Is R�qulred, Approved By: Stormwzater Manta _ _ _ _ gement Co Hiro! Ilan is of Complete, i ' Stormwater Management C Hiro) Pla_ + � _ � y Date: - I � SMCP has been approved n Is omplete, pp oved b t_he-Enginee ng Department, FORM SWCP Check List-TOS MAY 2014 SssFFULA-�O BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road - PO Box 1179 - Southold, New York 11971-0959 y p� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(Er southoldtownny.gov -- sea nd(cr_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Au Information Required) Date: -/1— �p Company Name: Name-rT License No.: email' ;c� 4 .Co Hl- Address: Phone No.: 77 T-" {4 pJFY t I FZJ JOB SITE INFORMATION (All Information Rdquired) Name: Address: - ----- -- - - Cross Street: Phone Bldg.Permit email: , - - Tax Map _District: $ecfiori Lof --- - -- — : r7' BRIEF DESCRIPTION OR WORD (Please Print Clearly) HA Circle All-Fh-at Appty: - Is job ready for inspection?: YES / NO , Rough In Final -Do-Yoe-need-artT'ernp--Oer-taffcate?.- - Tem ,in#orma-tion _,_. _w_.(All--information-required)--. Service Size 1 Ph - 3 Ph Size: A-- # Meters __— Old Meter# New Service- Fire Reconnect- Flood Reconnect; Service Reconnected- Underground -Overhead k-Undefgrotind-Laterals- 1 2___.._ __I-t Frame -- .Pole-- -Wor-k-done-on-Service? .- ---Y-----N , Additional Information: - PAYMENT-D-UE-WITH-APPLICATION - -- Request for Inspection Form.xlsrw�J Address: PERMIT# Switches 1 �h i.i s.`.- _ ,•� _ _� _ � „, h�5 x4-.iir;-w' x j\sj� �3� Outlets Surface r 3: t :... .,.e ice.. 4, •r• #,J ..E '._._ ! ._.'.4 '�'>_'., r i i Sconces .�` HH's � � _ �-- 4-, l�t�,`.s` 9 °a ;`.) ... .. _.aF lt:ry •--.,~'�ti•`� ,-- c,J` c.'"e #' t I. i,. :;f.^`�':�'.7L...i� UCLtsOt� Fans h. __ u.b.w,.}< ._,�,�r.- �� .._,.,,_ ,T... ._._ �nK.Fridge z.� ._..._„_,.. w.'., $ =__t k,. ,r.,,,:>'HW �; .._,rw_�,-�.vrx.�..u.,, ,,«aw,�<_....�,.,.s,,�,,r�-,..., .�___,.r,.�...�..-�.-......�__..v,�^�w..,.,__ .w„�._�-<,,,,._�.... ..,_x�._...� .�nN.,r^.,�r�,. ....w.�r.,». ,x_,�.w��P�-.,r".�.. .rrn•_,ro, ' U'91. :, _. , `.`•'-_it°;. r, �i�`6� :� iav ” ? #��tii.�� �;,�;�..��::'� 'r"`i _ ,r Exhaust Oven Smokes ,DW ,r _Y y4: ,_..4�ti _.....*.. .a_..._ry .,Services . ,..,,> ,...�..IVI��rO. .._...,...e.. -...«.,,....,_, .,, '• 8i�,' ,tr- 1 Carbon _„ m _. �,_ , ,� , =Generator Combo �.�._. ,,. ._,._._._...,.._. _....^_.r.. .. .,, 'Cdiktop 100 0-1 _ ..r r„ba'.w•,mRrl-+•a...d ry'aK ,s Sl.,,.ar..r r. `h.✓ v,+a+.+s,,._1<.,.r+Cv,.-r,^�.I.a-. v,..ro._,4,n� nv,.:va a.. 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'.��J ei�-1.,:�,a(Y�ri' J,k: J Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 ' P.O.Box 1179 C/2 - Southold,NY 11971-0959 VDMI For BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED_ WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: 2 j —I 110A Owner: 4 I p jy aAmo o Location of Property: _ ._U _(7_)tmcA CI aAa;18 , LOL-4i� Please take notice that the(check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction(TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s)(check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: _ �7yfDcj 0 Name (person submitting this form): Capacity(check applicable line): Owner _ Owner representative TrussReg15.docx Effective 1/1/2015 BuRdine De ar' An1flication RAMON' b; AUTIIORIION (Where the Applicant is n Owner) . syl I, �� Z''ri residing ai' ,3 50 kv, (fit pmperty owner's name) (Mailing Address) We do hereb.;k uthorize AW Architecture (Agent) t pply on my behalf to the Southold Building Department. fj L-A /(6ner's Signature) (Date) �f d (Print Owner's Name) ®�a0f SOUryol Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �O BUILDING DEPARTMENT November 23, 2020 TOWN OF SOUTHOLD Friedman, Alex 9 Prospect Park W Apt 11 C Brooklyn, NY 11215 JaRettification letter from an architect or engineer is required for foundation framing, strapping, & rough plumbing. Amended drawings and site plan required for all changes. 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. id A fee of$50.00. Final Survey with Health Department Approval. 1 5-Zi Plumbers Solder Certificate or Pex Affidavit i� X 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. X Final Elevation Certificate required. BUILDING PERMIT: 44118-Z Alteration/Additions t , D A i i �374�� EXIST. 1-1/2 FROFOSED �? STORY FRAME � MUDROOM HOUSE "A" — STOOP F.F.=6.42' FR 20.3 2-1.4' 5.2' 1 � •2N 0 80 000, Y m o ` PROPOSED N 1000, z N n 1 \ EXISTING '2 i/ 1 \O = STORY BUILDING; _ ® EXIST. MECH. ROOM $ �z W o 1 \ d) NEW FLAT ROOF d> SHOWER W/ NEW ZB,4' AFFROV�4L N TERRAr E ?ABOVE w 20 #-718ci ►n 70 1 - 0 RECEIVE© APR A 12019 � 1 D - -a 1 48 �' N Q _ ®IVYfVG BOARD®FAPPEALS LINE OF DEGK 1 N �c O a 00 OM 1 TO BE REMOVED == ri PROPOSED 2ND g _ L z a z 1 STORY 5ALGONY; — a-06 o Y ZB?� APPROVAL —p o v a 1 # 253 ® sO L Bldg Dept copy from ZBA , L- W ` ® Final reviewed documents N ® ®— ZBA File#1�S3 a Date:,3 /.-.;G / it a PROPOSED S 1 TE PLAN a al h; o a Ib'-8/2 METAL SLAB ABOVE NEW ENTRY I I STOOP I OL NEW LL — J BENCH 2 B,4TH BI \ FIRST FLOOR EX15TINO II I TO REMAIN II I I 1jJ l u II � a — — — — — — — — — — — - N � II NEW /JII I J MUDROOM I o r / NI w — I �I z I I I I I I I I a V! MIN IF—cus BIES -1 J 0O� a ro¢0 y m z o N tu a Z NEW PLANTER BOX ( Z� MODIFIED _ � WOOD DECK DW 1 RE��jV� 0 k N NEW GAS NEW OUTDOORFQ 0 g o FIREPLACE KITCHEN ® y�yypp,�}p�j�y� �`.'IIJ'.l�tl � J � z NEW PLANTER — I �AR0®p/aPp�ALS lu BOX REP, NEW TERRACE BENCH BENCH PLANT ABOVE EXISTINS NEW DOWN BOX I MECH. 4 SHOWER I I I I p aw DECK NOTE. I U 9 , 525 5F EXISTING FIRST FLOOR EXISTINS 1 I W p M� 5117 5F PROPOSED TO REMAIN I Z ¢ I Z IAR C3 C) 4sU C) Q W QF / Q �X 0 a Bldg Dept copy from ZBA � Final 'Q�� .i7�® 1�® O� Ae �4ro m NEW BALCONY-."l ` 1 ®� � �, 011 ABOVE Date / / PROPOSED F I RST FLOOR ® a C of SCALE: 3/16" = 1'-0" a a DECEIVED 6 Z METAL ROOF SLAB APR A 12019 - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - -- - - Z®NINGBOARnOFAPP�/�L I I I I I I I I I I I I I I o I I � NEW = o MUDROOM N/ DECK ABOVE EXISTING ROOF I 4 I I I I a I I a Nm w J 2 N F N0� R 00 2'-5"1 a �� z m O N 0,:0 12 d Y a U.-I O20 QW) V ~ W U = w U C J Wlu a SECOND FLOOR INTERIOR WORK UNDER N ZBA AFFROVAL #118q W 4z NEW FOLDING GLASS DOOR O c Y0 a00 a w p Z az oru � NEW FOLDING I GLASS DOOR ` in Q LL. M� L - - - - - - - - - - - - - 42" HIGH GLASS RAILING NEN _ E3^LGONY N Bldg Dept copy from ZBA Final reviewed documents 0 4Q5 L ZBA File# �� y Date: S/22 P �0 ��� a a FROP05ED SECOND FLOOR � W � ��Cq�.r p�< �► NEW 42" HIGH GLASS RAILING A 037406 �O ® NV—\1 WW Q O K NEW /4 BALCONIC �VE Y a Q N N 0 SPR Z01YING BOA y x a RD OFAPAEALS Ka ¢ W Mo N � m = N z -- Z a N - NEW WOOD DECK Bldg Dept copy from ZBA o FROF05ED NE-5T ELEVATION Final rleiewedadocyinentsZBA U� SCALE: 3/16" = P-O Date: 13/ /'ID o Q N So EXIST. HEIGHT AS PER ZBA APPROVAL #-118q W c 2 J � J Q NEW TERRACE NEW 42" HIGH NEW 42" HIGH GLASS RAILING Ll RAILING =� o 0 00 It s m Q>. N Z zz --- N o s tu U� tu V a f. --- ------ NEW -- -— o 0 a BALCONY— J C') 2 a W -t oIL H r r r 1 0 NEW WOOD DECK UL a PROP05ED SOUTH ELEVATION W � SCALE: 3/16" = P-O" c a EXIST. HEIGHT AS PER ZBA APPROVAL *r7169 D ARC NEN ROOF y0� HIGH RAILING OF F DECK W/42" � 0 U m I o N a m 1 J N~r O R2n ¢ o0 oa mho UH z 0 z a NEW MUDROOM W/ ENTRY STOOP �+ PROPOSED NORTH ELEVATION z~ U� �N SCALE: 3/16" = P-O" �o RECEIVED t U J APR 112019 NEW 42" HIGH ZONING BOARD OF APP5ALS GLASS RAILING NEW TERRACE W/ NEW ROOF 42" HIGH RAILING DECK t0 I9 p moo f(1 m L) Bldg Dept copy from ZBA Q in V-1 z Z Final reviewed documents c?S ZBA File# S3 Lu F NEWJ ) Date: 31 W BALCONY o �Q M LL— N W _ O o Cs JILL— a —L EXIST. ME-CH. 8 SHOWER NEW MUDROOM W/ v PROPOSED EAST ELEVATION W NEW TERRACE ABOVE ENTRY STOOP � o SCALE: 3/16" = 1'-0" c a (5EI ERAL I l"�50L <E 'I : FLOOR PLAN NOTES ! EXISTING TO BE DEMOLISHED • HARD WIRED SMOKE DETECTOR DOOR NOTE: ( O w/ BATTERY BACK-UP O I. INSTALL NEW INTERIOR DOORS WHEN GALLED 1 EXISTING TO REMAIN OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). • CARBON MONOXIDE 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED NEW WOOD FRAME (L.G. O DETECTOR OUT ON PLANS BY 'THERMATRU' (OR EQUAL). II STL. WHEN APPLICABLE) 4.DOOR�TYAS PER MANU SPEGPE TO SELECT BY �� \ II • HARD WIRED SMOKE AND CARBON NEW PARTIAL HEIGHT SM/GO MONOXIDE DETECTOR COMBO FRONT ENTRY DOOR EGRESS NOTE: \ II WOOD FRAME (L.O. STL. w/ BATTERY BACK-UP I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING WHEN APPLICABLE) WHEN DOOR 15 OPEN a0° II 2.IF NOT, THEN REPLACE EXIST. DR. w/NEW 36"x80" II 50 G.F.M. EXHAUST DR. (32" CLEAR WIDTH)tu NEW FOUNDATION WALL FAN w/ DAMPER 3.PROVIDE (2) 2"xb" HDR., U.O.N. 4.JACK AND KING 571UD5 AS PER PAGE A-200 EXIST. LIVING 50 G.F.M. EXHAUST EXIST. DEN ROOM ) I GIRDER AS PER PLAN ® MIN. (2) 2"x4" STRUCTURAL FL FAN $ LIGHT GOMBP 2 STAIR l$ RAILING NOTE: w POST FOR 4 WALLS w/ DAMPER O I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4 R1 SIMPSON ABA44 (MIN. (2) 2 xb STRUCTURAL $ MIN. a' Tr - RISERS SHALL BE CLOSED ® COLUMN BASE P05T FOR 6" WALLS), U.O.N. 2. 36" HIGH GUARDRAIL b SPINDLE SPACING NOT TO ALLOW PA55AGE OF A 4" 0 SPHERE; 36" HIGH HANDRAIL 4 SPINDLE SPACING NOT / — I TO ALLOW PASSAGE OF A 4" (P SPHERE I 1I 3. GRIPPABLE RAIL AS PER CODE I I I I i I I 10"P 'SONOTUBE' FILLEDu °• (2) #5 BENT SOLID w/ P. GONG. BAR ® EA. O WINDOW NOTE: / I I SUPPORT 3 I. ALL NEW WINDOWS d DOORS SHALL BE n° P ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNG, Ija. °jl OR GLIDING (AS NOTED); INSTALL AS PER MANU. , PROVIDE MIN. 3 GONG. II. I SPEC.'S. FOR SUBSTITUTIONS, 5EE NOTE #q IN GOVERAOE UPON ANY e II II "GLASS WINDOWS AND DOORS" ON PAGE A-100 � REBAR SURFACE JI 91 2.IF CASEMENT WINDOWS - ALL G5MNT WNDW5 3" P. GONG. SLAB SHALL HAVE STRAIGHT ARM HINGE WHEN 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE () t \\ TILT WASH W \\ \ II N 4.ALL GLAZING WITHIN W' OF FF TO BE TEMP. GL. F— V \\ \\ m IS"xl8"xl2" INCOMPLIANCE WITH NEW YORK STATE BUILDING \ \\ DEEP P. GONG. �y4`Y J CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF Q \ \ FOOTING EGRESS SHALL BE FOLLOWED: \\\\ NET CLEAR OPENINO........... 5.1 S.F. .. f .:,.. \ \ NET CLEAR HEIGHT............... 24" MINIMUM 'S NET CLEAR WIDTH................. 20 MINIMUM FOOTI NC 17ETA I L A-40WINDOW/DOOR FRAMING:' _ w ;W .�$ \ \ 0 50ALE: 5/4" = I'-O" O SEE PAGE A-300 FOR FRAMING \ \ ELEMENTS AROUND DOORS AND \ \\ EXIST. DECK TO BE WINDOWS (TYP. FOR ALL) U.O.N. �. \\ \ REMOVED \ r — — -- — — — — — 5" P. GONG. FOUND. WALL L —� �_ (2) 1.75x7."i5 LVL DRP GIRDER UPON 18"xl2" DEEP CONT. POURED GONG. FOOTING EXISTING GRAWL5PAGE IL AND SLABS p DEMOL 171 O I `� I=L N i z 140SLAB � SLAB ON GRADE — w (2) I.'I5x11.815 4v 11USH GIRDER �` w FILL AREA WITH GLEAN _ o _ _ d FILL;COMPACT .VERY 50ALE: 1/4" = 1'-0" w — — — � -- — — — — — w w v I I I _ w V 6 PROVIDE 4" GONG. I I d r p PROVIDE SIMPSONJ I— IS"xl8"xl2"D P. — N 5 6x6 10 0 WWM I I w in I POCKET NEW O iy Z JOIST HANGERS o GIRDER INTO - GONG. FTG. W/ 10 �p — TO x ® I TO ALL F.J. (TYF) — g 50NOTUBE (TYP.) EXIST. BLOCK x ® (ANBLEVEL BE W/EX SED — = WALL (TYP) w DHOUSE F.F) I 0U w X LU J a w ® A - - I �, o — — — z (2) I.-mx"1."15 L\(L -- PPED GIRDER — — A-402 A-402 > ILA - - - - - - - - - - - ,.., E.D A&C M. p �SJ' TYPICAL LEDGER BOARD ® EXT. DECK: '1 41: . `�` "! i' ;A L — — — — — — 1. (1) 2"x P.T. BD. TO MATCH DEPTH OF J0I5T5 8-8" 2. SECURED w/ (2) 5/6" m x 5" LONG H.D.GAL. LAG L — — — BOLTS ® 16" O.G. 3. INSTALL H.D. GALV. JOIST HANGERS 5Y '51MP5ON' (OR EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH 51DNG d BENT OVER TOP EDGE OF LEDGER BD. w 0 �"� 1 5. SEE NOTED DETAIL Z „ I I 8"x4" GONG. PAD SEE STAIR DETAIL I I �J — (2) 2°xl0" P.T. PROJECT: I GIRDER Q Z_EX15TINO GRAWL5PACE FRIEDMAN O I I = O 12" 50NOTUBE V BELOW AND SLABS N `fl GRADE (TYP)- =ry RESIDENCE - I w z ® ld� 350 MACDONALD ROAD -600 MATTITUCK, NY 11.948 I GIRDER _ 8 DRAWING TITLE: — — - - - - — - - � DEMO PLAN FOUNDATION PLAN I I I PAGE: A- 0 v L � r DATE: 03/11/20 5 OF 9 FOUNDA71ON FLAN 5GALE: 1/4" = I'-O" O I ERAL 5 I �-IBOL <E**,r : FLOOR PLAN NOTES EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTORDOOR NOTE: 5M w/ BATTERY O BACK-UP I. INSTALL NEW INTERIOR DOORS WHEN GALLED EXISTIN6 TO REMAIN OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). • CARBON MONOXIDE 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED i NEW WOOD FRAME (L.O. O OUT ON PLANS S ECT BY H.O.(OR EQUAL). GO DETECTOR 3. DOOR TYPE TO SELECT BY H.D STL. WHEN APPLICABLE) 4.INSTALL AS PER MANU SPEC.'S NEW PARTIAL HEIGHT Q HARD WIRED SMOKE AND CARBON SM/GO MONOXIDE DETECTOR COMBO FRONT ENTRY DOOR EGRESS NOTE: WOOD FRAME (L.O. STL. w/ BATTERY BACK-UP I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING WHEN APPLICABLE) WHEN DOOR IS OPEN 90° 2.IF NOT, THEN REPLACE EXIST. DR. w/NEW 36"x80" 7 NEW FOUNDATION WALL 50 G.F.M. EXHAUST DR. (32" CLEAR WIDTH) FAN w/ DAMPER 3.PROVIDE (2) 2"x8" HDR., U.O.N. 4.JACK AND KING 57UD5 A5 PER PAGE A-200 MIN. (2) 2"x4" STRUCTURAL50 G.F.M. EXHAUST STAIR $ RAILING NOTE: �1- POST FOR 4" WALLS w/ DAMPER FAN $ LIGHT GOMBP O I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4�� RI (MIN. (2) 2"x6" STRUCTURAL d MIN. 9" Tr - RISERS SHALL BE CLOSED P05T FOR b" WALLS), U.O.N. 2. 36" HIGH &UARDRAIL $ SPINDLE 5PACING NOT TO ALLOW PA55AOE OF A 4" (P SPHERE; 36" HIGH HANDRAIL 4 SPINDLE 5PAGIN6 NOT TO ALLOW PA55A&E OF A 4" (P SPHERE 3. &RIPPABLE RAIL AS PER CODE OWINDOW NOTE: 3 1. ALL NEW WINDOWS b DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT, DOUBLEHUN6, OR GLIDING (A5 NOTED); INSTALL AS PER MANU. SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #9 IN W "&LASS WINDOWS AND DOORS" ON PACE A-100 2.IF CASEMENT WINDOWS - ALL 05MNT WNDW5 SHALL HAVE 5TRAI6HT ARM HINGE WHEN 3.IF DOUBLE HUNG - ALL DSL. HUN& WNDWS TO BE V TILT WASH w , 4.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. 6L. F- V � J EGRESS NOTE_ U J IN COMPLIANCE WITH NEW YORK STATE BUILDING Q: CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF Q EGRESS SHALL BE FOLLOWED: NET CLEAR OPENINO........... 5.1 S.F.' ' NET CLEAR HEIGHT............... 24" MINIMUM x c O METAL FLAT SEAM ROOF NET CLEAR WIDTH................. 20" MINIMUM O (2) 2"x 10" P.T. NI DRP. HD x WINDOW/DOOR FRAMING: NEW GRAVEL WALK O SEE PAGE A-300 FOR FRAMING -� FROM DRIVEWAY; � — �=� �p ELEMENTS AROUND DOORS AND �j Q PITCH UP TO LANDING WINDOWS (TYP. FOR ALL) U.O.N. 0 x �_ \ -1 F_ -I 1 BATH ® (2) 9I. LVL 2 x " R.R� O (2) 9. LVL „ \ ® DRP HDR 2070 (2) 9.5 LVL — - O F USH H ADEB DRP HDR. ® I " O.G. v II J PLATFORM - n I I I Q \ m IS"H BENCH `ti ttl INTERIOR WORK TO 1 � EXISTING FIRST FLOOR REMOVE WINDOW bye° 4 -1_234 N Q \ 15 NOT PART OF THIS I ADD FRAMED 1 E OPENING APPLICATION I I _ .� I a w( 1 IIS tu NEW aw xw - ( � *O MUDROOM 3010 N 6" UP III I dJ = 7'-254" J BUILT-IN LOCKERS m 1 I 4'-0" � � I I NEW 9.5" CPI 40 WI GJ I I I I ® I6" O.G. 18"H / I I 2"X10" LEDGER, BOLT TO - PLATFORM ' m I I P` IT EXIST. HOUSE;4" LAO BOLTS I A / A-402 EVERY OTHER STUD UP AND I A-402 I DOWN; I" FROM TOP AND / I BTM. OF LEDGER Im 14'-0" d � _ J EXI5TIN6 WINDOW TO BE REMOVED; DBL OST .0 rn O NEN NAL INFILL LL � 8-8" � / I � GAS WALL HUNG Z 2-O ELEC. 2"x8" P.T. D.J. uj uj NEW 5/4"xb" PANEL 6I6" O.G. DECKING I V MODIFIED FRAME IQQ to w DECK OAS GRILL DBL P057 Q W Lj� O tY EXI5TIN6 EGRESS WINDOW TO +- *s o REMAIN DBL P05T Lu TYP I CAL LEDGER BOARD ® EXT. - o fl DECK: 0 1210'-3" 1. (1) 2"x P.T. BD. TO MATCH DEPTH ^ w" ia`` �•a f m J I OF JOISTSIL 3 R DN (0" I 2. SECURED w/(2) 5/8" 4) x 5" LONG CD H.D. GAL. LAO BOLTS ® 16" O.G. `�` " () 7 (V I 1 3. INSTALL H.D. 6ALV. JOIST ` �. DEEP SEATINGINTERIOR WORK TO HANGERS BY '5IMP50N' (O8 QF r1�-.� n N (3) 2 STORAGE EXISTING FIRST FLOOR "x4" POST EQUAL) 15 NOT PART OF THIS ( 4. PROVIDE FLASHING TUCKED UNDERNEATH 51DINO 8 BENT PROJECT: APPL I GATT ON OVER TOP EDGE OF LEDGER BD. 5. SEE NOTED DETAIL DECK NOTE: 525 5F EXISTING WOOD SUPPORT; 'E® - 490 5F PROPOSED � - - - - - BOLT WITH MIN. W (4) �" 6ALV. LAG p BOLTS TO EXIST. RESIDENCE �i HOUSE N� k J 350 MACDONALD ROAD MATTITUCK, NY 11948 oQ EXTEND FJ FROM / N W � u, Z DRAWING TITLE: MIDDLER (3) x'$" lr� TO FLUSH 7.25 k J� HEADER DEMO PLAN 6p LA` 'f PLUSH N`RFOUNDATION PLAN FIRST FLOOR PLAN PAGE: SCALE: 1/4" = 1'-0" A-4 uOlk 0 1 In DATE: 03/11/20 6 OF 9 ENE AL 5**%r I " (SOL <ENr : m FLOOR PLAN NOTE5 STANDING SEAM METAL ROOF EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR DOOR NOTE: w/ BATTERY BACK-UP O I. INSTALL NEW INTERIOR DOORS WHEN GALLED 3'-6" 14'-6" 5M OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). EXISTING TO REMAIN 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED Oe CARBON MONOXIDE NEW WOOD FRAME (L.O. GO DETECTOR OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 5TL. WHEN APPLICABLE) 5.DOOR TYPE TO SELECT BY H.O. NEW PARTIAL HEIGHT 4.INSTALL AS PER MANU 5PEC.'s I / I s_4 5M/GO MONOXIDES DETECTOR COMBOHARD HIRED SMOKE AND RBON :=f WOOD FRAME (L.O. 5TL. w/ BATTERY BACK-UP FRONT FRONT DOOR HAS 5 NOTE:T" CLAR OPENING I I WHEN APPLICABLE) I WHEN DOOR 15 OPEN '10° I PITCH 50 2.IF NOT,THEN REPLACE EXIST. DR. w/NEW FAN w/ DAMPER 36"x80" I f�=� NEW FOUNDATION WALL G.F.M. EXHAUST DR. (32" CLEAR WIDTH) I FA 5.PROVIDE (2) 2"x8" HDR., U.O.N. 4.JACK AND KING STUDS AS PER PAGE A-200 O C.F.M. EXHAUST ® MIN. (2) 2"x4" STRUCTURAL FL FAN s LIGHT GOMBP O I I POST FOR 4" WALLS I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI PROVIDE EPDM FLAT ROOF w/ DAMPER STAIR 8 RAILING NOTE: MEMBRANE ABOVE GJ; INSTALL (MIN. (2) 2"xb" STRUCTURAL d MIN. 9" Tr - RISERS SHALL BE OL05ED I POST FOR 6" WALLS), U.O.N. PER MAN. SPEC.;MIN. 2. 36" HIGH GUARDRAIL 4 SPINDLE 5PACINO NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE; I i PITCH BELOW DECK FINISH ROOF 36" HIGH HANDRAIL 4 SPINDLE SPACING NOT m � (V TO ALLOW PASSAGE OF A. 4" 0 SPHERE NEW r ' 5. ORIPPABLE RAIL AS PER CODE I DECK C I I TERRACE O WINDOW NOTE: 3 I. ALL NEW WINDOWS 8 DOORS SHALL BE PITCH ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNO, W OR GLIDING (AS NOTED); INSTALL AS PER MANU. I SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS AND DOORS" ON PAGE A-100A 2.IF CASEMENT WINDOWS - ALL GSMNT WNDWS I A- 02 A-402 V SHALL HAVE STRAIGHT ARM HINGE WHEN W 5.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE TILT WASH 4.ALL GLAZING WITHIN 15" OF FF TO BE TEMP. OL. w V EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING " CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF 2-5 EORE55 SHALL BE FOLLOWED: NET CLEAR OPENINO........... 5.1 S.F. a NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM :c. .� a WINDOW / DOOR FRAMING: ?, O4 SEE PAGE A-300 FOR FRAMING ELEMENTS AROUND DOORS AND WINDOWS (TYP. FOR ALL) U.O.N. in v 90 Li DN V i cv = T in N 56" METAL RAILING INTERIOR WORK TO EX15TINO SECOND FLOOR 15 NOT PART OF� TH15 APPLICATION LL r L - - - - - - - - - -- - - - - -- - - 36" HIGH OLA55 _ RAILING NEW 79 II'-10" V BALCONY <t / w „ SECOND FLOOR PLAN SCALE: 1/4" = 1'-0" Nn PROJECT: FRIEDMAN RESIDENCE METAL ROOF REGT. STEEL SUB NEW DN. - - RETURN GJ INTO FACIA W/AZEK m STRUCTURE 31; FACIA NAIL TO SIDE OF MAIN GJ --- ROOF PECK 4 TERRACE FLOG GJ PER PLAN 350 @IIACDONALD ROAD - - -- --- --- - GJ PER PLAN I I`\, NY 11948 PROVIDE (2) 51MP50N „ FOB CONNECTOR BOTH BEADBOARD PROVIDEFOAM-// SIDES OF EA. RECT. CEILING DRAWING TITLE: INSULATION;MIN. :O57TI ,III R-49 " W/ DBL. 2"x10" HDR. SHEATHIN SECOND FLOOR PLAN NEN AZEK CASING/TRIM MUDROOM FACADE mDBL. 2"x4" P.T. o P05T SECTION ALIGN NEW 2"x6" STUD WALL r 16" O.C.W/R-20 MUDROOM FLOOR INSULATION MIN. VALUMINUM W/EXIST. FIRST LOUVERS FLOOR P.T. 2"x6" SHOE Q EXIST. F.F./MUDROOM FINISH , ------------ PAGE: - ELEV—+I:5 GIRDER PER PLAN EXIST. ORADE _AVG. GRAD A-40zmww&. PROVIDE R-30 ELEV. +O.O' INSULATION GRAWLSPAGE 2" UNRIENFORCED SLAB SEE DETAIL SEE DETAIL DATE: 03/11/20 7 OF 9 SEDT 1 ON A-A SCALE: 1/4" = I'-O" k 5 __...."........... _ ".._".........._...."".... — NEW TERRACE; __._...NEW BALCONY;36" 36" HIGH METAL ..._....HIGH O-LA55 RAILING. _ --— RAILING 77— ___................_......._..._..___._..._._.._.._._.._...._....._............_.._..__.___ ____ ___...__ __._..___._._..__._.._._._...__.._. ............._..""._..._.___ -- - - -- - - - _ _w _._._..................... - LU ...........___..._.__.__.__..._._._.. .. ..____..._ LU ---r—A -_.__...___.......... . .. ......... ____......_...._....... ________ . _........_.__"_ ...""..".__.___.. ......_.._..__... ............_......_. _.._._.."_.."_".""..... _ _.._ .. _.... NEW WOOD DECK EAST ELEVATION (LEFT SC)E) SCALE: I/4" = I'-O" NEW BALCONY; 36 HIGH 6LA55 NEW DECK S TERRACE; NEW B G ONY;36 RAILING ""'"' T _."......_.__._—_ __.____..___ 36" HIGH METAL RAILING _ __.. _ —. ____ _ __ ___.._._ ..___..__ _ — — — __ _ HIGH 5LA55 RAILING __.._. _ _.. __...___"....._. ..._....._.__._._ NEW FLAT METAL _3 SEAM 7 1 i - -- -- - - -- --- - --- - - - - - -- --- - - - ROOF � 1 I ___._......__......_........_._.._...__........._.._____ 2'-5" 2'-5"w 2'-5314x —_ W 2'-5" 2'-51Wx 2'-5"Wx V-2"w x 5'-6"H 5'-6"H 5'-6"H '7'-O"H PIG _._.___..._._._...__.................. __..____....._..._._..__..__. - �- __"_ DOOR ___. ".._._.. -____. r WHITE "AZEK" O _--. TRIM/CASING __._..._.___.."._._._"....___..__._._____...__n__ _ _. _ ...__. _.._._......__... (TYP) LU .___._._.__..._.._......._.._..._._______.__..........__..__.__..____.___--.........__.__.__ __.."..._.__.__ _ ..._._.__._.._._.____._._._._".._....__._.__._._.... ...... ...____ __. ... --•----- �•--_ .NEW WOOD _........... EXIST. MECH. b SHOWER W/ NEw MUDROOM AND ENTRY ____"_.._...._._.......___..__.._...._.__._..._._..______.._.._.__....__.__._...._...._..__.__..__. NEW TERRACE ABOVE 5TEP5;WOOD 5TAIR/LANDINO r NORTH ELEVATION (FRONT) SOUTH ELEVATION (REAR) SCALE: 1/4" = I'-O" �' SCALE: 1/4" = P-O" > �' of o"G�.6 sJ _. ____.__. ___.__.... .____.�..._._..._.._.".."._._____._"__�_.___.__._ ._____.._______ PROJECT: FRIEDMAN RESIDENCE NEW DECK b TERRACE; 36" HIGH METAL RAILING 50 MACDONALD ROAD _____."._.__.._.__._.._ ._....__.._...__..__._....._._..__.._.........____._"_.."..._..._........____". � 1 � � 1 � MATTITUCK, NY 11948 NEW FLAT SEAM METAL 4 ROOF v I DRAWING TITLE: __..__.... _.....__._.__. _.._......._........._........_...._.....-....___ _.....__...__.__...._._........__"_._._._._.___....."..___......�.....__..___._..___ _..___ ELEVATIONS _.._._...._.."_.._._.................____-__.__..___._.._................... .._.._........... 2'—O"W x 3'—a"Wx 5'-6"H —T-011H 5'-611H FIXED DOOR FIXED ............ ...... _....._.............. . ..._._.._...__..____.._._....._.__..___.. __.._._____.__._...__........._....._.__.__.._____.._.... _______.........__.___...._..._._...._.._..._. PAGE: WHITE "AZEK" A INC _......._.._..___......__... — .............._..— .................................... .. _._.._. _...... TRIM/G 5 _._......._......_.... .............._.............._. _.................. (TYP.) .......... ......... -------....... ------------------------------------- NEW MUDROOM AND ENTRY DATE: 03/11/20 8 OF 9 STEP5;MASONRY STAIR/LANDIN5 NE57 ELEVATION (R I O HT SIDE) SCALE: 1/4" = 1'-0" DO NOT PROCEED VVITH F �•'" ? UNTIL SURVEY:, OF !- T ION LOCATIO", HAS BcLaV APPROVED. 1-----'-'- APPROVED AS NOTE DATE: /AP.# FEE: _3 b LD NOTIFY BUILDING DE AT 765-1802 8 AM TO 4 PM FOR I IE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRE FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBI 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEE THE REQUIREMENTS OF THE CODES 0 NEW • YORK STATE. NOT RESPONSIBLE FOR W ��- - COMPLY WITH ALL CODES OF DESIGN OR CONSTRUCTION ER RS. NEW YORK STATE & TOWN CODES AS REQ U RED AND CONDITIONS OF w souTHOLDTOWNzgA OCCUPANCY R PSD- USE IS UNLA IFUL � I Q SOUTHOLD TOWN TRUSTEES WITHOUT CERTIFICATE T I F I CAT E c _.. N.Y.S.DEc OF OCCUPAN �( CF^AINAGE INSPECTIONO AFE REOLIMED Contect TOS Engineering at 7CS-1560 k 100M rackfill,OR Provide Engineer's Certification TRUSS PLACAF;D".^J. ' RCQUI t,Mt the drainage has been Instailed to Cade. ELECTRICAL All exterior li ing INSPECTION REQUIRED installed, replac .I or repaired shall co form to Chapter IT! der door of the Town C wol 1;� stin; eC1ta��,. PL UP, 3ER EP TIF! ATl ON L D C N; NT EF RE CER TIP --,%A TL OF OCCUPI NC SOL .=R U^ED IN VIA SUPPI YSSTEV CNN OT ,MAGI- P�:� �"',wl"i-�� EXC D2 0 OF 1% LEAD. P!� & . 4LLP UMB NG 'F�T z Luo U 9 a 0 w D APC C�0`�.i (P�T 0374CJ yon F OF N�� PROJECT. FRIEDMAN RESIDENCE p , ARCHITECTURE ANTHONY PORTILLO, R .A. LEED AP t . : 77 r .. MATTITUCK, NY 11948 1075 FRANKLINVILLE RD. 204 25TH STREET, SUITE 203 DRAWING TITLE: r : g LAUREL, N .Y. 11948 BROOKLYN , N .Y. 11232 TITLE PAGE y LLC 0 :516-214-0160 0:716-572-4741 PAGE: T-100 DATE: 08/07/19 1 OF 9 CARPENTRY PLUMBING CODES AND REFERENCE STANDARD: 5 I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 5-15) UNLESS I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL A � KEY" :NOTES � FEGIFIGATIONS OTHERWISE NOTED. SYSTEMS TO NYC, PLUMBINGCODE AND NYC DEP REGULATIONS AND NYC BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL GORE, AND 2015 PROPERTY /,(•�! BUILDINGS BULLETIN 2008-005. MAINTENANCE CODE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONeTRUCTION DOCUMENT BINDER 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 8" MIN. FOUNDATION EXPOSURE. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. 2.REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION CONSTRUCTION MANUAL BY AF B PA. T- 100 TITLE PAGE GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF 51LL TO BE (2) 2"xb", UNLESS (1) 2"xb" AND AT BASE OF VERTICAL WASTE PIPES. I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EX15TIN0 STRUCTURE. 3.ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING APPLICABLE BUILDING DEPARTMENT. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER CODE. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR FOOT. 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. 4.ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: MECHANICAL CODE AND 2015 INTERNATIONAL FUEL OAS CODE. STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN - DISH WASHER.........................................2" A- 100 GENERAL NOTES FLOORS, ROOFS, AND WALLS. - KITCHEN SINK........................................2" 5.ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES - LAVATORY...............................................2" NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. STRUCTURAL DESIGN CHARTS AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - SHOWER/TUB..........................................2" U.O.N. - TOILET........................................................3" 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE 'HE RESPONSIBILITY - LAUNDRY .................................................2" _ OF THE OWNER/BUILDER 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" SEARING - FLOOR DRAIN..........................................3" 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" A-200 SITE PLAN SHALL BE CLARIFIED WITH THE ARCHITEGT/ENGINEER BEFORE PROCEEDING THROUGH ROOF. WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSULATION FENESTRATION REQUIREMENTS P.T. 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 6 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE DRAIN COCKS AS REOV. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW UNLE55 APPROVED BY THE ARCHITECT/EN 6INEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FA5TENIN6 SCHEDULE PROTECTION. NY5ECG 2015 TABLE ON PAGE A-1. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND COMPONENT PROPERTIES R402.1.2 COMPLIES A_�JOO HOLD '1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED , ANCHOR BOLT, BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REOUIREMENT5 WHEN WITH BACK FLOW PROTECTION. MIN. R-20 AS PER TABLE STRAPPING & NAILING DETAILS APPLICABLE. EXTERIOR WOOD FRAME WALL R-VALUE R-20 BATT 402.1.2 OF NYS ENERGY YES 8. DRY WELLS AS REQUIRED BY' STATE AND LOCAL GORES. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 11. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. GORE - CLIMATE ZONE 4 STRUCTURAL DESIGN LOADS q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING A5 PER FA5TENINC SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. .MINR-401 AS PER TABLE 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR 7" SPRAY � BOO 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR TO CONGEALMENT OF PLUMBING. FLAT ROOF R-VALUE FOAM = R-4q 402.1.2 OF NY5 ENERGY YES - DEMOLITION PLAN ', w ; CERTIFICATES, CERT. OF OCCUPANCY OR GOMPLETON AND U.L. APPROVAL APPROVED EQUAL. CODE - CLIMATE ZONE 4 11. NOTCHIN& AND BORING OF STUDS, JOISTS, RAFTERS A5 PER BUILDING CODE. FOUNDATION PLAN NYSEGG 402.1.3 AND TABLES 11. THESE SET OF DRAWING5 ARE THE PROPERTY OF ANTHONY PORTILLO, RA 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED U-VALUE= 0YES U AND SHALL NOT BE ALTERED OR BE REPRODUCED W =ITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHINO. NOR ANY POTENTIAL DAMAGE THEREOF. WINDOW UACTOR .250 AIR 402.1.1 AND 402.1.2 MAXIMUM PERMISSION FROM THE ARCHITECT. 14. 0.30 CFM/5F U-FACTOR=0.35 MAXIMUM LLJ 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS AIR LEAKAGE=0.30 CFM/5F F- 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 EXCEED V-O" AND AT EVERY 5'-0". SITE WORK A-401 FIRST FLOOR PLAN = J RESPONSIBLE FOR PE51ON INTENT ONLY. I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR V J 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE 2 VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE I5 A DISCREPANCY, 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. A-2 Q RECEIVE CLARIFICATION FROM ARGHITEGT/ENCINEER PRIOR TO PROCEEDING. TABLE R501 .7 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 3, EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN&5. TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS A- O� RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK STOCKPILE ALL EXCAVATED MATERIALS. SECOND FLOOR PLAN BROOM GLEAN. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-I 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL SECTION THROUGH A-3 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE STRUCTURAL MEMBER ALLOWABLE DEFLECTION LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES I8. AT WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. RAFTERS HAVING 5LOPE5 GREATER THEN 3/12 L/180 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. W/ NO FINISHED CEILING ATTACHED TO RAFTERS _ Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" 5PAN. ELEVATIONS THE 5U5-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENINO5 PROVIDE ALL APPLICABLE NAILING AND STRAPPING COMPLETION OF PROJECT. AS PER PAOE A-1 THROUGH A-3. ELECTRICAL: INTERIOR WALLS d PARTITIONS H/180 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM T/ ARGHITEGENCINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD TO 2011 NATIONAL ELECTRIC CODE, NFPA 70 AND 2015 INTERNATIONAL ENERGY FLOORS 4 PLASTERED GEILIN65 L/360 AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER CONSERVATION CODE. ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPIN6, OR SOAKING UNTIL THE WOOD 2, CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ALL OTHER STRUCTURAL MEMBERS L/240 -/1. 00 DETAILS THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, COMPLETION OF WORK. 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER RISER DIAGRAMS INJURY TO OR ")E5TRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH A5: HANGERS,NAILS, 5CREW5, FLA5HIN6, ANCHOR BOLTS, EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 3 ITSELF INGLUDIN6 THE L055 OR. USE RE5ULTINC THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, . SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. - GENERALLY, VERIFY / PROVIDE HARD WIRED EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 H CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY SMOKE DETECTORS w/BATTERY BACK-UP IN: EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: A. EACH SLEEPING ROOM EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRUSS J015T MGMILLIAN I.qE MIGROLAM PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.0E 6-P LAM B. OUTSIDE OF EACH SEPARATE SLEEPING CLIMATIC AND OEOORAPHIC DE51ON CRITERIA PSL (PARALLEL STRAND LUMBER) DENOTES AREA IN THE IMMEDIATE VICINITY OF 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM THE BEDROOMS (GENERALLY THE HALLWAY) STRUCTURAL DES I CSN LOADS GROUND SNOW LOAD 20 LBS BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. 5PEC.'s OF CONCRETE, ETC. ARE TO BE: CAREFULLY 5UPF-RV15ED BY THE CONTRACTOR G. EVERY LEVEL OF DWELLING TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, 22, FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE (BASMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC.) BASIC WIND SPEED 130 MPH APPLICABLE CODES AND 600D PRACTICE. DEVIA-IONS FROM THE DRAWIN65 CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, USE LIVE LOAD DEAD LOAD AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN NOTES, AND TABLES ON PAGES A-I, A-2, d A-3. THE FA57ENINO SCHEDULE AUTHORIZATION OF THE ARCHITECT/ENOINEER. SPECIFIES THE REO'D NAILING FOR THE 5HEATHIN6 (ANY NAILING EXPOSURE CATEGORY B SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING EXTERIOR BALCONIES (00 psf 15 psf Iq. THE CONTRACTOR SHALL BE: RESPONSIBLE FOR ANY SHOP DRAWINGS SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SHEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS 8 MANU. SPEG.'s). SEISMIC DESIGN CATEGORY $ PERTAINING ARE TO BE FIELD VERIFIED. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. DECKS 40 psf 15 psf WEATHERING SEVERE PASSANGER VEHICLE GARAGES 50 20. CONTRACTOR TO REMOVE $ RELOCATE AS REQUIRED ALL EXISTING WORK WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 23. COLUMN BEARING A5 FOLLOWS: psf AS PER PLAN WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, FROST LINE DEPTH 3'-0" 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S TREATED WOOD $ FLA5HINO. STEEL COLUMNS ARE TO BEAR UPON FOUND. ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf - WALL w/STEEL SHIMS S A MIN. 3/4" OF NON-SHRINK GROUT SPECIFICATIONS, UNLESS NOTED OTHERWISE. SECURE w/(2) 1/2" m ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® TERMITE MODERATE TO HEAVY EXIST. WALLS B 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf _::t 22. PROVIDE FIREBLOGKIN& AS PER NEW YORK AGGESSIBILITY STANDARDS. P05TINO ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCINO (® MIN. 16" ICE BARRIER REWRED YES 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6AIN5T ANY WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ SLEEPING ROOMS 30 psf 15 psf STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, F U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG W FOUNDATION. CONCRETE. AND 11ASONRY w/6" RISE s w/ (2) 5/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LEGS STAIRS 40 psf 15 psf 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT SET 6" 0I5T., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-1 THROUGH A-3. 2 APPLIES TO THE NEW WORK BE:INO PERFORMED AND SHALL COORDINATE THE GUARDRAILS AND HANDRAILS 200 psf 15 psf 0 5U5-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF GLASS WINDOWS AND DOORS THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. I. ALL 6LA55 TO BE INSULATED LOW-E,UNLE55 OTHERWISE SPECIFIED. 5f 12 psf FOR ATTIC w 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL 2, GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER ROOF 20 LOADING (LIVE = GROUND SNOW LOAD) p 15 psf FOR CATH. Q 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/SO. FT., U.O.N. CLEARANCES ARE PROVIDED. O 4. FOOTINC75 TO REST A MIN. OF 4-0BELOW GRADE, UNLE55 3. ALL SLIDING 6LA55 DOORS, SKYLIOHT5, AND ANY 6LA55 UNIT INSTALLED *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH OTHERWISE NOTED WITHIN Ib" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) w UNLESS OTHERWISE NOTED. 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWIN55, U.O.N. 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 6. NO BACK FILL SHALL BE PLACED AOAINST FOUNDATION WALLS MANUFACTURER'S SPECIFICATIONS. UNTIL 151 TIER OF FRAMINO 15 IN PLACE. 5, ALL. WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE v-Cl ��cy� 7ENERGY CONSERVATION CODE. C7 M. P0 . FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. �'� �`� ,p 6. PROVIDE FLASHING PANS UNDER ALL SLIDING CLASS DOORS, WINDOWS, OR ��O 0.A 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED ANY OTHER TYPE OF CLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. SOLID WITH CONCRETE. q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND HARDWARE NECE55ARY FOR PROPER FUNCTION OF SUCH UNITS. t� 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TREN&TH AT 28 g. ALL 6LA55 15 TO BE FREE OF 50RATCHES AND IMPERFECTIONS. &LA55 037405 O DAYS OF 4,000 P.S.I., U.O.N. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. Il. GONG. SLAE35 TO REST ON MIN. OF 6" FINE &RAVEL OR SAND WITH q, ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH FOF NE`s 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DESIGN PRESSURE, PROJECT: (1) WALL TIE PER (3) 50. FT. ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRE55 REQUIREMENTS. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE FRIED MAN MAX. 32'-O' O.G., TO DIRECT ANY CONDENSATION 'TO THE EXTERIOR. TEMPERED OLASS. 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. RESIDENCE FROM FOOTING TO 2" ABOVE FINISH GRADE. GYPSUM WALL BOARD I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES COMPOUND METHOD. OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENGINEER. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLE55 OTHERWISE NOTED. WATER RE515TANT MR.) AT BATHROOMS AND WHERE 350 MACDONALD ROAD 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY DEEMED APPLICABLE. MATTITUCK NY 11948 ARCHITECT/ ENGINEER. >' 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLAB5 AND FOUNDATION WALLS AND (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET WHERE EVER APPLICABLE. IN EACH DIRECTION BEYOND THE UNIT(W. ALSO AT HEAT PRODUCING DRAWING TITLE: EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL Iq. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. GENERAL NOTES MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. PROVIDE TWO #4 DEFORMED II CONTINUOUS IN THE FOOTING. ALL 4" THICK 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE STRUCTURAL DESIGN CHARTS CONCRETE 5LA55 TO HAVE 6x6 10/10 WELDED WIRE REINFORCINO. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED AS IN SOLID $ SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 8" 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND DEEP d 3'-0" BELOW GRADE. ALL OPENIN55. 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE A-1. PAGE: INSULATION MECHANICAL CONNECTIONS: I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED FIBEROLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE SUBSTITUTED FOIL TO BE PLACED TOWARD WARM SIDE. WITH AN APPROVED EQUAL PRODUCT. A-1-00 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY "SIMPSON" MANUFACTURER. WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL FOUNDATION WATERPROOFING. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: VALUES ARE LF55 THAN WHAT IS SPECIFIED BY "SIMPSON" DATE: 08/07/19 2 OF 9 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED - q" R-30 FOR FLAT GEILIN65 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER - 8.25 R-•BOG FOR VAULTED AND CATHEDRAL CEILINGS MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. - 3.5" R-IB FOR 2"x4" WALL CONSTRUCTION 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - 5.25" R-21 FOR FLOORS 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ARCHITECT 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. SITE LAYOUT NOTES: 1. THIS 15 AN ARCHITECTS SITE PLAN $ 15 SUBJECT TO \/ERI F I CATI ON BY A L I LENSED SURVEYOR. THE INFORMATION I� REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED JANUARY 18, 2018 1 AND PREPARED BY: 1 NATHAN TAFT CORN,I N III I 1586 MAIN ROAD JAMESPORT N.Y. IIcf4-T 213.021 TELEPHONE: (631) 72-7 20110 ; 00515 10 I / . EXIST. BRICK - \ // p PATIO \\ / o W I V 1000, O ice/ O EXIST. WOOD / DECK O EARTH / cu,;; EXIST. I STRY �� DRIVEWAY / FRAME HOUSE \ 2, "B" IS NOT PART m ' ' OF THI5 APPLICATION �/ 40PROPOSED NO-TURF / �\ 44 U)\ / -i BUFFER; APPR. 3,730 S.F. / \ O } \ AREA TO BE VEGETATED / / z �\Jo ��,%;; ;%;;�';';�;�;, '�;�';',-, BUFFER ALONG EXISTING / I \\\ / Q ' ' /Xi BULKHEAD �I / / \`� ---- ' P. J 000, 11 .00* 4 . 2 LLI // \ u_ / \ Vt rn �� �\ \ \ Q .01/ Lii N0 1 ' " I EXIST. 1-1/2 - PROPOSED I zm / __— -- W STORY FRAME I rn / — —_-- --- (� HOUSE A" STOOP —_ ---- - ---- _-- F.F.=6.42' EXIST/BRICK WALK _-- rn I _ A _ _FRONTTBp,GK 20.3 — — — 28_0—_------ 5.2' 4 )POSED i / i (P O - ' DECK FOF N� n ' EXISTING 2 STORY BUILDING; / NEW FLAT ROOF N m EXIST. MECH. ROOM s / ZBA APPROVAL cv SHOWER W/ NEW / �� TERRACE ABOVE n u / I PROJECT: " ' Ja FRIEDMAN RESIDENCE � �$' — d` — LOT COVE A(:51= t J _ q.� # 350 MACDONALD ROAD EXIST. TREE TO ',', ', \ LINE OF DECK �� N �� I� TAX MAP 1000-145-04-14.1 14.2 REMAIN TO BE REMOVED � _ � _ MATTITUCK, NY 11948 i' / DISTRICT - -' '� / R-40 NON-CONFORM I NO) PROPOSED 2ND — ----�' / � LOT DRAWING TITLE: STORY BALCONY; ZBA / DESCRIPTION AREA COVERAOE SITE PLAN p APPROVAL #7253 — I TOTAL LOT AREA 32,151.0 S.F. O 1 \ EXIS71NO HOUSE "A" 1,5x3.0 S.F. 5.0y o \\\\ HOUSTERE A A"PROP. 2ND FLOOR 125.0 S.F. 0.45'6 \ PAGE. HOUSE A\� s PROP. MUDROOM ff I 34q.0 S.F. 1.1901 �I STOOP o I � �Y O � 17V�1 5T0 OIL HOUSE "A" PROP. WOOD DECK 51 .0 S.F. 1.6°b A-200 HOUSE "A" PROP. 2ND STORY BALCONY 85.0 S.F. 0.3% EXISTING HOUSE "B" W/ WOOD DATE: 08/07/19 3 OF 9 DECK I,005.0 S.F. 5.1% S I TE FLAN EXISTING BRICK ON GRADE 1,111.5 S.F. 5.5� SCALE: I'-O" = 10'-O" TOTAL AREA OF ALL STRUCTURES 4185.5 S.F. 14.x(%6 MAXIMUM COVERASE ALLOWED = 20% FA57ENINO 50HEDULE A GON57RUG71 ON DETAILS Jul I ND LOAD F'ATH ANCHOR BOLT SF EG I F• I GAT I ONS NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS /� (SEE PAGE A-2 FOR STRAPPING AND NAILING REQUIREMENTS, GI`41 ® EC.,T I O I� DETAILS I AND ROUGH OPENING FRAMING REQUIREMENTS) ALL NAILING IS A GENERAL 5PECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE NOT TO 5CALE SPECIFICATION (WFGM TABLES 3.2A 8 3.28, P. 112) CORNER b"-12" FOR ALL STRUCTURES: FASTENER SPEC. FASTENER GOND I TI ON 3q^ 5/8"0 ANCHOR BOLTS ® 3q" O.G. DESCRIPTION AND QUANTITY 5PACINC • ROOF GE I L I N5 FRAM I NO NOTES: r RAFTER TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER RAFTER WOOD JO I S WOOD JO I I. MIN. 7" EMBEDMENT INTO CONCRETE w/ 3" SQUARE WASHER5 AND END NUT SETUP; GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER 'JOIST BLOGKINOZ15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. i FILL JOIST HANOE • END TOP TWO COURSES SOLID GEILIN6 J015T TO PARALLEL RAFTER (FACE-NAIL) REQUEST SK IF NEEDED EACH LAP CONDITION GIRDER/HEADE —0 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON EACH LAP n OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS m WOOD GIRDER WOOD JOIST PLAN DIAGRAM OF ZONES 3. ANCHOR BOLTS ARE TO BE BETWEEN b" 4 12" COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED PER TIE FROM ENDS AND CORNERS (TWO ® CORNERS) BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END (SEE DIAGRAM TO LEFT) 4. COORDINATE w/ HOLDOWN LOCATIONS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END J0157 FRAM I N5 OVER WOOD O I RDER JOIST FRAM I N5 FLUSH W 1 TH O I RDER/HEADER WALL FRAM I NO w TYf= I GAL NA LINO/STRAF'FI NO REOU REMENTS FOR mmi i l� J� I T SHEAR/ LATERAL Y �4 I N D RESISTANCE TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-Ibd COMMON I PER FOOT U : / w TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. 51ME V TYPICAL NAILING/STRAPPING REQUIREMENTS FOR STUD TO STUD (PAGE-NAIL) 2-Ibd COMMON 24" O.G. U J UPLIFT, SHEAR, $ LATERAL W 1 ND RES I STANCE 0 HEADER TO HEADER (FACE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGES Q WALL STUD WALL STUD GONNEGTI ON DI D24• BOTTOM PLAT BOTTOM PLATE TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD •�,,, - SUB FLOOR - BOTTOM PLATE TO FLOOR JOIST, BAND JOIST 1,2 BATHTUB 1- ENDJOIST, or BLOCKING (PAGE-NAIL) � 2 Ibd COMMON PER FOOT `', • DOUBLE JOIST DOUBLE JOIST �_•_.- AT STUD TO FLOOR A55EMBLY TO 51 LLFLOOR FRAMINS PLATE(S) CONNECTION: FOR STRAP - 3 8 d COMMON NAILS ® EA. J015T TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-8d COMMON PER J015T o 0 END OF STRAP (WRAP STRAP UNDER SILL PL.) BRID61N6 TO JOIST (TOE-NAIL) 2-5d COMMON EACH END D I a FOR EA. PLATE TO STUD ABOVE $ OR BELOW - • BLOCKING TO J015T (TOE-NAIL) 2-Sd COMMON EACH END DOUBLE .JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON—BEARING WALLS o _2 _16_ d COMMON NAILS BLOCKING TO SILL or 3-Ibd COMMON EACH BLOCK ALTERNATE CONFIGURATION - ABOVE STUD TO TOP PLATE (TOE-NAIL) x` a FLOOR CONNECTION w/ # LPT4 SIMPSON (OR �.� EQUAL) ® PLATFORM TO SILL PLATES LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH J015T STANDARD/ALTERNATE JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST KIN5 STUDS— BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER J015T RAFTER BAND JOIST TO 51LL or TOP PLATE (TOE-NAIL) 2-166 COMMON 1 PER FOOT GR I PPLE STUD ROOF SHEATH I N5 HEADER NA I L I NO/STRAFf=' I NO @ Y `41 NDON/DO®R HEADER STRUCTURAL PANELS: (SEE ALSO GRAPHIC, Sd COMMON b" EDGE / 12" FIELD INTERIOR ZONE THIS SECTION) Sd COMMON b" EDGE / 12" FIELD TOP PLATE PERIMETER ZONE (4" O.G. ® GABLE JACK STUDS NOTATION: A- NUMBER OF 8d NAILS ® EA. END OF 5TRAPRN6 (3.7,P. 157-2001) GE I L I NO SHEATH I NO WALL STUD B- NUMBER OF SILL 5TUD5-ON FLAT(DOES NOT APPLY TO DOORS) (3.238, P. 193 -2001) G- NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (3.230, P. 193 - AL77ERNATEa.23D,P6. 194 -2001) 6YP5UM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD D- NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE (3.1, P. 157 d WORKSHEET-2001) E- NUMBER OF JACK 5TUD5 ® EA. END OF HEADER (3.22F, PI91-2001) WALL SHEATHING F- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TYPICAL HEADER CONNECTION AL7F-9,NATIVE RAFTER TO WALL 57UD GONNEG71ON A TO END OF 51LL(S) ® EA. SIDE (DOES NOT APPLY TO DOORS) G (3.8, P. 151 $ WORKSHEET -2001) STRUCTURAL PANELS 5d COMMON b" EDGE / 12" FIELD v7 ,�I G }� /� }� G B E FASTENING 5GHEDULE B GYPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD w Y�4I ND RESISTANT GON5TRL)GT 1 O I�l l/O I�INEGTORS ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS � CONNECTION LOCATION: PART NUMBER: NOTES: F [IN ACCORDANCE WITH WOOD FRAME FLOOR SHEATHING (SUBFLOOR) + CONSTRUCTION MANUAL 2001 EDITIONI U R I DOE-TO-RAFTER5 0520 © 21" APPLY TO EACH PAIR OF RAFTERS A NOTATION STRUCTURAL PANELS: LLi A B G D E F GI" or LF-55 8d COMMON 6" EDGE / 12" IFIELD Q RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER ROUGH GREATER THAN I Iod COMMON b EDGE / b FIELD p OPNG RAFTER-TO-PLATE H5 or H2.5 APPLY TO EACH RAFTER 2'-0" 2 1 I 1 I 1 PLATE-TO-WALL STUD 0520 (9 la it APPLY TO EACH WALL STUD REQUIRES SILL PLATE OF 2"xb" (MIN.) 2ND. FLOOR WALL-70 157. FLOOR WALL LF7A or 0520 @ 56 APPLY TO EACH WALL 5TUD REQUIRES (3) 2"X12" HDR (MIN.) ��� ��( M• P � HE=ADER-70-JACK 5TUD 0520 © 12" APPLY TO EACH JACK STUD 7 2 3 4 4 4 O� CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR. WALL HOLDDOWN ANCHOR SSTB 16 APPLY TO EACH 51 DEWALL END o 04� 1ST. i 0 -LOOK-UNDER-SILL PLATE 520 WRAP UNDER DOUBLE SILL PLATE -y�, 374 y (USE WITH 5" SOUARE WASHERS) FOF NES USE THE FOLLOWING OR APPROVED 511,-IPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. SFL I G N(5 OF TOS' PLATE FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROJECT: TOP PLATE F R I E D M A N SPLICE LENGTH TOP PLATE 5PLIGE REQUIREMENT5 TOP PLATE SPLICE REQUIREMENTS RESIDENCE CONT)NUOUS BUILT-UF ORDERS,RDERS THREE OR MORE SUFFORTS FOR WIND - EXPOSURES B8G - FOR WIND - EXPOSURES BAG - i ALL OTHER GASES ONE STORY SLAB ON GRADE CONNECTION PATTERN 5GHEDULE BETWEEN 1/6 BUILDING MINIMUM SPLICE'• ' BUILDING MINIMUM 5PLIGE'2,54 a 1/4 OF A DIMENSION (FTJ LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) PATTER 350 MACDONALD ROAD CONNECTION DESCRIPTION A55EMBLY REQUIREMENTS: , MATTITUCK NY 11948 WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER MAX.32" 51DE BY 51DE ARE CONTINUOUS OVER THREE OR MORE 12'-O" 2'-O"/2'-b" 12'-O" 3'-O" A (2)ROWS IOd NAILS® 12"O.G. P 5UPPORT5, JOINTS ARE TO BE LOCATED BETWEEN ONE B (3)ROWS lOd NAILS m 12"O.G. 51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN I6'-0" 31-011/3'-Q" I6'-0" 4'-0" DRAWING TITLE: P INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, _ G (2)ROWS I/2' m BOLTS• 12"O.G.STAC76ERED; TWO-PIECE NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20'-0" 4'-0"/5'-0" 20'-0" 5'-O" HOLDOWN, ANCHOR BOLT, DBL.m ENDS BUILT UP 61RDER P MAX.32" TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. m BOLTS. I6"O.G. 24'-0" 41-0"/5'-0" 24'-0" b'-o" STRAPPING, & NAILING DETAILS NAILING: STRUCTURAL DESIGN LOADS m BOLTS m 24"O.C. — TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE 28'-O" 7'-O" BETWEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, (2)ROWS 5-3/8"TRU55LOGK SCREWS m 12"O.G. d 1/4 OF A F sGREwED ON(1)SIDE OF MEMBER OTHERS STAGGERED WITH A DISTANCE OF I6 INCHES - - P BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE 521-01, 521-0.18 O 6 (2)ROWS3-3/8"TRU55LOOK 5GREW5 m Ib"O.G.scREwED o1N(U SIDE of MEMBER . ' TO BE NAILED FROM EACH SIDE w/ IOd NAILS, TWO NEAR11 PAGE: �: (2)ROWS 3-3/8"TRUSSLOGK SGR.EwS� 24"O.C. EACH END OF EACH J015T, OTHERS STAGGERED w/ A I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE 561-01. -1-0 561-0119-O' H P DISTANCE OF 32" BETWEEN NAILS IN A HORIZONTAL LINE. CONNECTION USING 2-16d NAILS PER FOOT.FOR SHORTER SPLICE 5CREEHED ON(1)51DE OF MEMBER LENGTHS,THE NAIL 5PAGIN6 SHALL BE REDUCED IN ORDER TO THREE-PIECE ' ' (2)ROWS 5"TRUSSLOCK SCREWS• 12"O.G. PROVIDE AN EQUIVALENT NUMBER OF NAILS I I-O�� � SCREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER MAX. MAX•32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS -- ON EASIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED A-300 K (2)ROWS 5"TRUSSLOGK SCREWS m Ib" .O.G. IN EXPOSURE B 501-01, 501-011151-011 SCREWED ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w/ L (2)ROWS 5"TRU95LOGK 5GREw5• 24"O.G. I BETWEEN 1/6 A P15TANCE OF NOT MORE THAN 32" BETWEEN NAILS IN A 3.TABULATED SPLICE LEN6TH5 ARE BASED ON 8 FOOT WALL lt SCREWED ON BOTH 51DE OF MEMBER E 1/4 OF A HORIZONTAL LINE. HE16HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 601-011121-011/151-01, (001-011 Ib-O LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FOR ALTERNATIVE WALL HEI&HT'5 MULTIPLY THE ABOVE DATE: 08/07/19 4 OF 9 NOTE: FOUR-PIECE CIDERS ARE TO BE A55EMLED AS SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 10-O 1,41-011 '70'-0" I9-O I.BEAMS $ HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED w/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): PLAN SHALL USE CONNECTION PATTERN 'A'WHEN W OR.SMALLER GIRDER. 8o'-O" Ib'-O" 80'-O" 22'-O" 4 CONNECTION PATTERN B'YQHEN 10"OR LARGER p W WALL - 1.125 10'WALL - 1.25 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 11'WALL - 1.375 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 6IR.DER P 12'WALL - 1.5 TH15 COLUMN w/MULTIPLIER GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, FOR 10'-0"WALL NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL OEI ADAC 5 I i -150L I FLOOR PLAN NOTE5 EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR DOOR NOTE: � SM w/ BATTERY BACK-UP O I. INSTALL NEW INTERIOR DOORS WHEN GALLED EXISTING TO REMAIN OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). O. CARBON MONOXIDE 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED NEW WOOD FRAME (L.G. OUT ON PLANS BY 'THERMATRU' (OR EQUAL). GO DETECTOR 3.DOOR TYPE TO SELECT BY H.O. STL. WHEN APPLICABLE)� HARD WIRED SMOKE AND CARBON 4.INSTALL AS PER MANU SPEC.'s W I NEPARTIAL HEIGHT \ I 5M/GO MONOXIDE DETECTOR COMBO FRONT ENTRY DOOR E&RE55 NOTE: WOOD FRAME (L.O. STL. w/ BATTERY BACK-UP I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING WHEN APPLICABLE) WHEN DOOR IS OPEN q0° 2.IF NOT, THEN REPLACE EXIST. DR. H/NEW 36"x80" NEW FOUNDATION WALL ® 50 G.F.M. EXHAUST DR. (32" CLEAR WIDTH) U FAN w/ DAMPER 3.PROVIDE (2) 2"x8" HDR., U.O.N. 4 EXIST. DEN EXIST. LIVING G.F.M. EXHAUST I MIN. (2) 2"x4STRUCTURAL 4.JACK AND KING STUDS AS PER PACE A-200 a ROOM " FA N� III ® �L FAN 8 LIGHT GOMBP STAIR ff RAILING NOTE: s POST FOR 4" WALL5 W/ DAMPER0 I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI (MIN. (2) 2"xb" STRUCTURAL E MIN. q" Tr - RISERS SHALL BE CLOSED POST FOR b" WALLS), U.O.N. 2. 36" HIGH GUARDRAIL d SPINDLE 5PACINC I NOT TO ALLOW PA55A6E OF A 4" (P SPHERE; 56" HIOH HANDRAIL 4 TO ALLOW PASSAGE OF A 4" 0 A I NOT SPHERE I 1 I I I 3. 6RIPPABLE RAIL AS PER CODE HINI DOW NOTE: I. ALL NEW WINDOWS t DOORS SHALL BE J � -' J ANDERSEN 400 SERIES CASEMENT, DOUBLEHUN6, 1 OR 6LIDIN6 (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR SUBSTITUTIONS,SEE NOTE #q IN W !. CLA55 WINDOWS AND DOORS' ON PACE A-100 2.IF CASEMENT WINDOWS - ALL 05MNT WNDW5 SHALL HAVE 5TRAICHT ARM HINGE WHEN <\ 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE TILT WASH ui \\ \\ 4.ALL 6LAZINC WITHIN I8" OF FF TO BE TEMP. 6L. F-- U F-ORE55 NOTE, `\ \\ N COMPLIANCE WITH NEW YORK STATE BUILDING J \\ \\ CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF Q E6RE55 SHALL BE FOLLOWED: NET CLEAR \ \` NET CLEAR HEIGHT&.......... 24" MINIMUM \ \ NET CLEAR WIDTH................. 20" MINIMUM \ \` WINDOW / DOOR FRAMING: SEE PAGE A-300 FOR FRAMING \\ \ DOW5 (TYP. FOR ALL)U.O.N. ELEMENTS AROUND DOORAN WN \ `\ EXIST. DECK TO BE ` � R1=MOVED i i rl- - - - - - - - L_ 8" P. GONG. FOUND. WALL : 17 . '1 ry I I NEW 2"xb" D.J. UPON IS"xl2' DEEP CONT. \\ �i LL POURED GONG. FOOTING - U I u� 1 1 ® Ib" O.G. ::.: CRAWL SPACE ic ® O I I r z I I nll I DMOL.IT101� i�L_ i� �EXISTIN5 GRAWLSPAGE I 50ALE: 1/4" = P-O" AND SLABS (2) 2"x12" 61RDER -� - --� - I ry � I BEAM POCKET; w &ROUT POCKET BEAM POCKET; I = L� 1 Lu m GROUT POCKET r° 00 TYPICAL LEDGER BOARD ® EXT. DECK: U I I I �O v I. (I) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS �2" UNREINFORGED GONG. I I i10 2. SECURED H/ (2) 5/8" (P x 5" LONG H.D. GAL. LAO cV SLAB I (1 I w BOLTS ® Ib" O.G. 3. INSTALL H.D. &ALV. JOIST HANGERS BY '51MPSON' (OR A z _ J I I r A EQUAL) _ ._. .._. _.... _ __.. ---_-._-._ .... ..__.. C..... ........... r": 4. PROVIDE FLASHING TUCKED UNDERNEATH 51PINO d A-402 r7 ; I I A-402 BENT OVER TOP EDGE OF LEDGER BD. F_ - II I 5. SEE NOTED DETAIL w cV 1 I Lu — — — — — — — — — — — — — — — 47 I � -I 1 TYPICAL LEDGER BOARD — — _j I I N 0 EXT. DECK: I. (1) 2"x P.T. BD. TO MATCH DEPTH OF 2'- 2" n0 2. CRDw/(2) /8" 4) x o '�y� i I i0 O 5 LONG H.D. GAL. LAO /. < �A �4 3. INSTALL H.D.L J &ALV. JOIST I W ® HANGERS BY 'BIMP50N' I I z (OR EG2UAL) N w 1 4. PROVIDE FLA5HIN6 A �3740�' O� TUCKED UNDERNEATH '9l. .l -1 (2�2-"xxIO"" P.T. r�, .7, _ _ (- -1 (2) 2"x10" P.T. ---F Z,71- _ _ _ F � SIDING I BENT OVER TOP OF LTJ L J Cid - - LTJ IN POER 5. SEE NOTEDEDOE FLEDETAIL D I I 1 Q o PROJECT: m i I I ry� 1 ® EXISTING GRAWLSPAGE FRIEDMAN 1 I w AND SLA55 I ; z RESIDENCE J - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (Z J----- -- —_-8 ------- �-- -----6,—_F,RoD—ER-- -- LJ - -- -- --, ----- - — — —r _ — 350MACDONALDROAD - J MATTITUCK, NY 11948 DRAWING TITLE: DEMO PLAN FOUNDATION PLAN PAGE: ML A-400 DATE: 08/07/19 5 OF 9 FOUNDATION PLAN 5r-,ALE: 1/4" = I'-O" (5ENERAL FERAL 5'%'r��50L ENr FLOOR PLAN NOTES EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR DOOR NOTE: 5M w/ BATTERY BACK-UP O I. INSTALL NEW INTERIOR DOORS WHEN GALLED EXI57IN6 TO REMAIN OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 1 O CARBON MONOXIDE 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). NEW WOOD FRAME (L.6. CO DETECTOR 3.DOOR TYPE TO SELECT BY H.O. STL. WHEN APPLICABLE) 4.INSTALL AS PER MANU 5PEC.'s NEW PARTIAL HEIGHT Q HARD WIRED 5MOKE AND CARBON SM/CO MONOXIDE DETECTOR COMBO FRONT ENTRY DOOR EGRE55 NOTE: WOOD FRAME (L.G. 5TL. w/ BATTERY BACK-UP I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING WHEN APPLICABLE) WHEN DOOR 15 OPEN qo° 2.IF NOT, THEN REPLACE EXIST. DR. W NEW 36"x80" NEW FOUNDATION WALL ® 50 G.F.M. EXHAUST DR. (32" CLEAR WIDTH) FAN w/ DAMPER 3.PROVIDE (2) 2"x8" HDR.,U.O.N. 4.JACK AND KING STUDS AS PER PAGE A-200 v\1 MIN. (2) 2"x4" STRUCTURAL 17-71 50 G.F.M. EXHAUST FL FAN s LIGHT GOMBP 2 STAIR RAILING NOTE: POST FOR 4 WALLS w/ DAMPER O I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4 RI (MIN. (2) 2"X6" STRUCTURAL 4 MIN. q" Tr - RISERS SHALL BE OL05ED POST FOR 6" WALLS), U.O.N. 2. 36" HIGH GUARDRAIL 4 SPINDLE 5PAGIN6 NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; 36" HIGH HANDRAIL $ SPINDLE 5PAGIN6 NOT TO ALLOW PA55AOE OF A 4" (P SPHERE 3. 6RIPPABLE RAIL AS PER CODE OWINDOW NOTE: 3 I. ALL NEW WINDOWS k DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT,DOUBLEHUN6, OR GLIDING (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR SUBSTITUTIONS,SEE NOTE #q IN w "6LA55 WINDOWS AND DOOR5" ON PAGE A-100 2.IF CASEMENT WINDOWS - ALL C5MNT WNDW5 SHALL HAVE STRAIGHT ARM HINGE WHEN 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE (� TILT WA514 w 4.ALL 6LAZIN6 WITHIN 18" OF FF TO BE TEMP. 6L. H- U = J EGRESS NOTE: U J IN COMPLIANCE WITH NEW YORK STATE BUILDING I. CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF Q 0 EORE55 SHALL BE FOLLOWED: ` v NET CLEAR OFENINO........... 5.1 S.F. Xx p NET CLEAR HEIGHT............... 24" MINIMUM ry M4 N ® T CLEAR DT ................. 20 MINIMUM s WINDOW / DOOR FRAMING: 3'-b" 2'-3" l�4 SEE PAGE A-300 FOR FRAMING ELEMENTS AROUND DOORS AND METAL FLAT SEAM i?OOF WINDOWS (TYP. FOR ALL) U.O.N. 4 I I 4 3 I NEW c� I 5-3 3 loy2" I-- � f _I � TH ° 2) q.5 LV ry J J J J BENCH FLUSH HEA BENCH cr 2 \ INTERIOR WORK TO EXISTO TI REMOVED; PROVIDE (2)NO KNDOV4 NEW EXTERIOR 2 =ry EXISTING FIRST FLOOR 51MP50N FOB x TRPL. P05T \ IS NOT PART OF THIS CONNECTOR WALL INFILL w 3 APPLICATION 80TH 51DES OF j p tL EA. RECT. J015T J Q �I 4 1 V �T� p` I � f m — w I— NEW (L4 I cv1 J T MUDROOM _ I ►� / I H55 6x2x1/4 GJ - --- r- I Z PROVIDE (2) SIMPSON FGB 4 i I I I I I I CONNECTOR 3 - / BOTH SIDES OF = A EA. RECT. JOIST 4 I A / I I I I I _........... .......... . ....... _.._. A-4021 Vi I A-402 I I TRPL. POST I GUBBIES 0 EXISTING WINDOW TO BE REMOVED; DBL POST NEW EXTERIOR 4'-8" pi WALL INFILL z W 2"x8" P.T. D.J. 0 NEW 5/4"xb" ® I6" O.G. V PLANT. DECKING BOX MODIFIED FRAME DW Q ry DECK — DBL P05T ►n w Cp — rn z NEW OAS Li FIREPLACE REF. �R�D��(,',c EXISTING EGRESS NWIN Okq TOREMAIN DBL POSTQ 1 ���� ��.�M. P���T�� PLANT. PLANT. PLANT. IY Y 1 2 <0 BENCH BOX BENCH BOX 2 BOX �) >�� 1 _ NEW DOWN � I TYPICAL LEDGER BOARD ® EXT. N DECK: 8'-33/4" 8'-3�q I I I. (I) 2"x P.T. BD. TO MATCH DEPTH �'Q�. O F w�tt 4 3 g'-0" L m J OF J015T5 F V� 2. SECURED W(2) 5/8" m x 5" LONG 32'-2y2'- H.D. GAL. LAO BOLTS ® 16" O.G. 3. INSTALL H.D. 6ALV. JOIST INTERIOR WORK TOLI HANOER5 BY 'SIMPSON' (OR DECK NOTE: EXISTING FIRST FLOOR (3) 2"x4" POST I EQUAL) - 525 5F EXISTING IS NOT PART OF THIS I 4. PROVIDE FLASHING TUCKED PROJECT: 4q0 SF PROPOSED APPLICATION I OVER RTOP TEDOEF LEDGER BD. IO 5. SEE NOTED DETAIL F R I E D M A N NOOD 5U BOLT V41THPMIN. RESIDENCE w w/ (4) �" 6ALV. LAO p BOLTS TO EXIST. N? HOUSE / 350 MACDONALD ROAD J MATTITUCK, NY 11948 �w ryw DRAWING TITLE: EXTEND FJ FROM (3J ` /ry DEMO PLAN MIDDLEIER l7$�2$ 00�6p` - FOUNDATION PLAN Aiy H F I R57 FLOOR PLAN PAGE: SCALE: 1/4" = 1'-0" A-401 DATE: 08/07/19 6 OF 9 O ND AL SNr'1 50L EY : FLOOR PLAN NOTES EXISTING TO BE DEMOL15HED . HARD RED SMOKE DETECTOR DOOR NOTE: NEW 4x3" ALUM. O WI O I. INSTALL NEW INTERIOR DOORS WHEN GALLED PI EN TO DRYWELL STANDING SEAM METAL ROOF �` SM w/ BATTERY BACK-UP EXISTING TO REMAIN OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). = Oi CARBON MONOXIDE 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED _ — GUTTER NEW WOOD FRAME (L.G. GO DETECTOR — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HIGH POINT OUT ON PLANS BY 'THERMATRU' (OR EG2UAL). ' STL. WHEN APPLICABLE) 3.DOOR TYPE TO SELECT BY H.O. 14'-b" m 3'-4y2" .NEN PARTIAL HEI5HT HARD WIRED SMOKE AND CARBON 4.INSTALL AS PER MANU SPEG.s I I WOO FRAME (L.G STL. 5M/CO MONOXIDE DETECTOR COMBO FRONT ENTRY DOOR EGRE55 NOTE: I w/ BATTERY BACK-UP I. V.I.F. FRONT DOOR HAS MIN. 52" CLEAR OPENING I WHEN APPLICABLE) WHEN DOOR 15 OPEN 90° I I'-O" 2.IF NOT, THEN REPLACE EXIST. DR. W NEW 36"x50" i TlrP. NEW FOUNDATION ALL ® FA G.F.M. EXHAUST W DR. (32" CLEAR WIDTH) I FAN w/ DAMPER 3.PROVIDE (2) 2"x5" HDR., U.O.N. I ® MIN. (2) 2x4 STRUCTURAL FL FAN . LIGHT GOMBP STAIR � RAILING NOTE: 4.JACK AND KING STUDS AS PER: PAGE A-200 I I „ 50 G.F.M. EXHAUST I POST FOR 4" WALLS PROVIDE EPDM FLAT ROOF (MIN. (2) 2"x6" STRUCTURAL w/ DAMPER O I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI I MEMBRANE ABOVE GJ; INSTALL 8 MIN. q" Tr - RISERS SHALL BE CLOSEDI POST FOR (5WALLS), U.O.N. 2. 36 HIGH GUARDRAIL $ SPINDLE SPACING PER MAN. SPEC.;MIN. #" ROOF PITCH BELOW DECK FINISH Q NOT TO ALLOW PASSAGE OFA 4 0 SPHERE; to 36" HIGH HANDRAIL 4 SPINDLI- SPACING NOT I I N N NEW TO ALLOW PASSAGE OF A 4" 4) SPHERE z ' 3. GRIPPABLE RAIL AS PER CODE I I DECK 8 — I ( TERRACE � WINDOW NOTE: O I. ALL NEW WINDOWS b DOORS 514ALL BE ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNG, OR GLIDING (AS NOTED); INSTALL AS PER MANU. I Lu SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q INI A A "GLASS WINDOWS AND DOORS" ON PAGE A-100 F 2.IF CASEMENT WINDOWS - ALL C,5MNT WNDW5 I A-402 ( A-402 U SHALL HAVE 5TRAI0HT ARM HINGE WHEN 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE LJJ TILT WASH I �- 0 4.ALL GLAZING WITHIN 15" OF FF TO BE TEMP. GL. = J EORE55 NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING I Q CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: 2 NET CLEAR OPENINO........... 5.-1 S.F. NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM WINDOW /DOOR FRAMING: O4 SEE PAGE A-300 FOR FRAMING ELEMENTS AROUND DOORS AND WINDOW5 (TYP. FOR ALL) U.O.N. tu u� ju z Lj DN tov N ((1 N 36" METAL RAILING INTERIOR WORK TO EXISTING 5EOOND FLOOR IS NOT PART OF� THIS APPLICATION iL �� I 5'4/2 r = I ' in H L — — _— — — — — — — — — — — w 36" HIGH 0LA55 _ 2 RAILINGNEW o BALCONY U 2 �► H " Q p w SECOND FLOOR PLAN SCALE: 1/4" = I'-O" (p'1 , 03740-' y0 FOF t4 PROJECT: FRIEDMAN RESIDENCE NEW DN. SEAMLESS ECT. STEEL SUB (1) R ® 2" ' METAL ROOF FACIA W/AZEK c� FACIA SECOND FLOOR FIN15H --_ ROOF DECK TERRACE FLOG ELN. +io.4 ------------ 350 MACDONALD ROAD GJ PER PLAN MATTITUCK NY 11948 GJ PER PLAN PROVIDE (2) 51MP50N FGB PROVIDE"1" CONNECTOR BEADBOARD FOAM BOTH SIDES OF CEILINO DRAWING TITLE: INSULATION;MIN. EA. RECT. J015T R-4cl SHEATHING W/ �AZEK CASING/TRIM SECOND FLOOR PLAN FACADE SECTION ALIGN NEN MUDROOM 2"xb" STUD WALL I6" O.G. W/R-20 MUDROOM FLOOR INSULATION MIN. W/EX157. FIRST FLOOz FJ PER PLAN EXIST. F.F./MUDROOM FIN15H PAGE: ELEV. +1.5' GIRDER PER PLAN EXIST. GRADE _AVG. GRADE PROVIDE R-30 ELEV. +O.O' 402 INSULATION NEA GRAWLSPAGE 2" UNRIENFORCED SLAB 5EE DETAIL SEE DETAIL DATE: 08/07/19 7 OF 9 SECTION A-A 50ALE: 1/4" = 1'-0" NEW BALCONY;36" NEW TERRACE; .__HIGH CLASS RAILING 36" HIGH METAL RAILING � E LU 3: J { NEW WOOD DECK FAST ELEVATION (LEFT SI I7E) ,. .�. ,. SCALE: I/4" = I'-O" NEW BALCONY; 36" HIGH 6LA55 NEW DECK 8 TERRACE; NEW BALCONY;36" RAILING 36" H16H METAL RAILING HIGH 6LA55 RAILING NEW FLAT SEAM METAL ROOF F— �. PICTURE PICTURE _ �— _ v WHITE "AZEK" TRIM/CASING _ (TYP) Q NEW WOOD DECK EXIST. MECH. # 5HOWER W/ NEW MUDROOM AND ENTRY NEW TERRACE ABOVE STEPS;WOOD STAIR/LANDIN6 NORTH ELEVATION (FRONT) SOUTH ELEVATION (REAR) ti�EDAP,�,� 50ALE: 1/4" = I'-O" 5GALE: 1/4" = 1'-0" ��\�p�qm� po��>��� o3740$ �04� PROJECT: -- - - FRIEDMAN - - RESIDENCE NEW DECK d TERRACE; LLI - 36" HIGH METAL RAILING 350 MACDONALD ROAD MATTITUCK, NY 11948 NEW FLAT SEAM METAL ROOF -- --- DRAWING TITLE: ELEVATIONS FIXED 3'-q"Wx 5'-II"Wx FIXED FIXED FIXED PAGE: WHITE "AZEK" TRIM/GA5IN6 (TYP.) A-500 O NEW MUDROOM AND ENTRY DATE: 08/07/19 8 OF 9 STEPS;MASONRY 5TAIR/LANDIN6 NEST ELEVATION (R I O HT SCE) E) SCALE: 1/4" = I'-O" E i F MIN. 4" BETWEEN EDOE5 OF z w 1-1/2" SQUARE BALUSTER o (STYLE TO SELECT) SIMPSON H2.5A RAFTER TIE (OR EQUAL) o w n o NEW 2X6 5/4"x6" P.T. m} I NEW R-300 BATT SILL PLATE DECK BOARDS o INSULATION m BETWEEN CAVITIES FLOOR 5Y5TEM NEW P.T. RIM J015T NEW 5TL. GAP PL. AS NOTED NEW (2) 2"x6" P.T. SILL PLATES WELDED TO COL.; SEE PON SILL SEAL UPON E (2) 1/2"0 HOT DIPPED OALV. BOLTS GAP PL. DETAILS NEW WOOD BEAM AS COPPER TERMITE SHIELD a w P.T. F.J. A5 EA. P05T w/ OVERSIZED WASHERS NOTED ON PLAN - z END NUT PREBORED INTO BEAM, POST, NEW 5/8" HOOKED � y PER PLAN "y NEW F.J. AS t ANCHOR BOLTS @ 39" O.G. �) DECK TIE 4 RIM BOARD A55EMBELY = NEW 5-1/2" O.D. 50H. 40 5TL. PER PLAN _ z w/ 5" SQUARE WASHER s ` EXTERIOR SHEATHING A5 ad ENDNUT = r z = P.T. BEAM AS NOTED PER SECTION NOTES COL. (ASTM A123) AS PER — n d U FOUND. PLAN BY SIMS STEEL CRAWL SPACE II" . GRADE 50LID BLOCK a 12" O.G. SIDING MATERIAL AS (OR EQUAL) 0 1I (2) 51MP50N DJT14Z PER SECTION NOTES p a DECK JOIST TIE EA. BUILDING PAPER b HOUSE WRAP (1) 1/2 4P H.D. OALV. THRU BOLT w/ TO FULLY OVERLAP FLASHING 5 VERTICAL \\N. I ' P05T OVERSIZED WASHER $ END NUT BASE PLATE A WELDED NEW 4" POURED GONG. n 1 PREBORED INTO POST DECK SLAB REBAR 60" O.G. OAP FOR TO COL.; SEE BASE PL. II "SIMPSON" ABA44 DRAINAGE 5/4"xb" P.T. DECKING COLUMN BASE JOIST TIE DETAILS FOR BOLTING (4) #5 HOR. CONT. I. REBAR TOP AND tI " .O.N. ON PLAN/ "Z" FLA5HINO 5EGTION/DETAILS) .e. cV 4"x4" P.T. POST BOTTOM OF WALLos NEW 2" POURED GONG. GRADE ••° lj �` 0_.._ �•4 1 I A _ FLASHING ' a �� ° SLAB II DRIP EDGE P.T. DECK J015T 8"� 'SONOTUBE' FILLED II JOISTS AS PER = / COUNTER AS PER PLAN 4" GRAVEL BASE pu FASTENED W(2) 5/8 (Px t:iFLA5HIN(5 SOLID w/ P. GONG. 5" LONG HEAVY DUTY GAL. ° LAO BOLTS ® 16" O.G. INTO °°' d Q < �` o II ° d - I I Z MUD SILL d RIM BD.;WHEN METAL OALV. JOIST HANGER �i ° =J_I A ® FOUND. HALL FASTEN w/ BY '51MP5ON' (OR EQUAL) ® IS X12 DEEP P. GONG. 4 II (2) 5/8"0 x 5" LONG EA. JOIST I 0 PAD FOOTING _ ML. POLY -Q--------- -- APPROVED MASONRY MOISTURE RETARDER _ ANCHORS ® I6" O.G. "Z" FLA5HIN6 " GRAVEL BASE 'A 12"x 12"x8" FTG. m FOUNDATION HALL COMPACTED FILL I I (I) #5 BENT REBART f ( I -�- �---•-- OR EXIST. DONT. FTG. (116" O.G. R PROV. GLEAN IN. "COMPACT FILL �� EPDXY PIN REBAR 1-6 _ EXIST. CONT. FTG. I I a DECK DETA I L 2 LED0ER DETAIL 57F-EL COLUMN DF-TA I L FOUNDATION NALL DETA I L A- 00 SAL : I I/2" I'-O" A-600 IA-600 I 5GALE: 1" 1'-0"A-600 5GALE: I" I'-0" 50ALE: I I -O z W O U ti.l Q W rz T 4" FRESH AIR VENT �� D AN) c�� III THROUGH ROOF I �d M Po�� F0 ' NEW HALF BATH 311 NOTE: NOTE: 1 �• 2" ALL PLUMBING HORK MODIFIED ALL PLUMBIN5 HORK NOTE: — SHALL CONFORM TO SHALL CONFORM TOQ ALL DECKING SHALL BE FASTENED ly o I i HALF BATH �' 0374�y LOCAL PLUMBING CODE LOCAL PLUMBING CODE (P A/ COATED DEGKINO 5GREW5 BY 5/4"x REO'D NEW DECK o 2"I 111 0 • "`lT ..,,,-k BOARDS AS I 2 I EXIST. GLEAN OF {JE�v "DECK MATE" (OR EQUAL) HEIGHT P.T. RI5ER I 1 3" OUT AS REQ'D NOTED ON P.T. DECK JOISTS AS I 1 LEGEND P.T. PLANS NOTED ON PLANS IL I EXIST. F.A.I. TO v 5/4x6" 1 i QHOT HATER i REMAIN IL �I I I—————--I SUPPLY 4" THK. x 5" WIDE x DECK BOARDS 211 1 x, PROJECT: WIDTH OF STAIR P. I NEW MUDROOM nl i s�QP WATER �.._.._. GONG. PAD I" N051NO (TYP.) " a a o C.O.°.°. � � -----------------� FRIEDMAN PROVIDE "ABF-500 FF200 FR G° RESIDENCE 4„ CONNECT TO j EXPANDING FOAM" (OR EQUAL) EXIST. HATER AT ALL PENETRATIONS IN FIRE 2"x6' P.T. BLOCK IN BETWEE 11, 2"x BLOCKING EA. SUPPLY SYSTEM I RATED HALL5 AND STRINGER. FASTENED TO P. GONG. (10" MIN.) TRI TO MATCH 51ZE CONFORFLOORS/GEILIN65. PRODUCT 4" HOUSE CONFORMS TO ASTM E 814, PAD w/ 19/64" x 5-1/2" CONCRETE OF P.T. DECK JOISTSv MAIN DRAIN w j A5TM E 84, AND UL 14"79 a PROVIDE "ABE5G0 FP200 FR 4, 4 350 MACDONALD ROAD 50REW5 BY GALIBURN (OR EQUAL) N EXPANDING FOAM" (OR EQUAL) !L 1 - MIN. (5) 5GREW5 PER BLOCK ;,, AT ALL PENETRATIONS IN FIRE HOUSE TRAP i MATTITUCK NY 11948 X FASTEN STRINGER dp N Q RATED HALLS AND x TO BLOCKING (MIN. (bNOS: FLOORS/CEILINGS. PRODUCT GRADE FASTENERS) v CONNECT TO EXISTING CONFORMS TO A5TM E 814, 0.0 • U I = GRADE SYSTEM ASTM E 54, AND UL 14'19 DRAWING TITLE: — 1N•) 2"x12" P.T. STRINGERS 1 DETAILS 8" ® 16" O.G. (MIN. 5 411 TO SEPTIC TQ HATER RISER DIAGRAMS 5TRINOER5 EA. SYSTEM j SUPPLY STAIRWAY) -- -�+ PAGE: EXTERIOR STAIR DETAIL PLUME31 NO RISER - DRAIN / NASTE / 'VENT PLUMS 1 NO RISER - SUFFLY A-600 A-600 5GALE: 1" = 1'-0" SCALE: NTS SCALE: NTS DATE: 08/07/19 9 OF 9