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HomeMy WebLinkAbout42688-Z 4`QcyUFFO(,�`dG Town of Southold 10/30/2018 P.O.Box 1179 0 d' 53095 Main Rd a'j9�Q� ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40009 Date: 10/30/2018 THIS CERTIFIES that the building AS BUILT 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 5/10/2018 pursuant to which Building Permit No. 42688 dated 5/16/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "as built"interior alterations to an existing one family dwelling as applied for The certificate is issued to Alex Friedman&Erica Tennenbaum of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42688 10/22/2018 PLUMBERS CERTIFICATION DATED 10/022/2018 n Gor n A th - ed Signature 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#: 42688 Date: 5/16/2018 Permission is hereby granted to: Friedman, Alex 9 Prospect Park W Apt 11 C Brooklyn, NY 11215 To: legalize "as built" interior alterations ONLY to existing single-family dwelling as applied for with flood permit. Additional certification may be required. At premises located at: 350 Macdonalds Rd., Laurel SCTM # 473889 Sec/Block/Lot# 145.-4-14.1 Pursuant to application dated 5/10/2018 and approved by the Building Inspector. To expire on 11/15/2019. Fees: \ AS BUILT - SINGLE FAMILY ADDITION/ALTERATION $512.80 CO -ALTERATION TO DWELLING $50.00 Flood Permit $100.00 Total: $662.80 B u h ng Ins ctor �goFfat TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Py . SOUTHOLD, NY �Ol f dao 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#: 42353 Date: 2/9/2018 Permission is hereby granted to: Hochbrueckner Sr, George PO BOX 637 Laurel, NY 11948 To: Electric v At premises located at: 350 Macdonalds Rd, Laurel SCTM #473889 Sec/Block/Lot# 145.-4-14.1 Pursuant to application dated 2/9/2018 and approved by the Building Inspector. To expire on 8/11/2019. Fees: ELECTRIC $185.00 Total: $185.00 B spector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 7654802 APPLICATION FOR CERTmCATE 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: I_ 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 bnildmgs and"pre-existing°'land uses: L Accurate survey ofproperty showing all property lines,streets,building and-unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees L Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory budding$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. -'=:�` 10 l 193 New Construction: Old or Pre-existing Building. ('%"�7 (check one) Location of Property: 0.Cjz�p,n House No. Street Hamlet Owner or Owners of Property: W.)0, J Suffolk County Tax Map No 1000,Section- 14S - Block Subdivision Filed Map. Lot: Permit No. 1�1Date of Permit Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: r / Request for Temporary Certificate Final Certificate. `� chec (check one) Fee Submitted: $ Applicant Signature ho��oF so�ryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �� • io roger.richertatown.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Friedman Address: 350 MacDonalds Rd City: Laurel St. New York Zip: 11948 Building Permit#- 42688 Section: 145 Block: 4 Lot: 14.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 34 Ceding Fixtures 4 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 4 Wall Fixtures 8 Smoke Detectors Main Panel 2-10 A/C Condenser 2 Single Recpt Recessed Fixtures '27 CO Detectors Sub Panel A/C Blower 4 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt 20a Emergency Fixtures Time Clocks Disconnect 2-10 Switches 26 Twist Lock Exit Fixtures TVSS Other Equipment. 1-50a oven, gas cook top, range hood, 3-paddle fans, 2-bath fans, 5-ARC fault circuit breakers,2-combination GFCI/ARC fault circuit breakers Notes Inspector Signature: � - — —� Date: October 22 2018 81-Cert Electrical Compliance Form As , V SO��*�;., Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • /7 Southold,NY 11971-0959 DD ' : OCT 2'2 2018 BUILDING DEPARTMENT fi TOWN OF SOUTHOLD 13UILDING DEPT TOWN OF SOUTHOLD 1 CERTIFICATLO-N i Date: - r 1 Building Permit No. 9.BP3 i Owner: _��til p� F rt,PA MAI\ (Please print) i _. ------Plumber:Plumber:_I- (Please print) I I certify that the solder used in the water supply system ontains Less than 2/10 of 1% lead. (PIum ers Signature) Sworn to before me this Gf day of. ._. . - 20JX 1 { Notary Public,. County C®NNIE D.BUNCH i - Notary Public,State of New York � No.Oi BU618605o Qualified in Suffolk County Commission Expires April 14, I SOUIy * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N�' 765-1802 INSPECTION, [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ I)PSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT_CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ts nrykA T luol/ -4n.e o ✓ C . DATE �IVO INSPECTOR a oe souryo� # TOWN OF SOUTHOLD BUILDING DEPT. Coum, 765-1802 INSPECTION FOUNDATION 1ST ROUGH PL13G. V� [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [A�j ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) ------------------------------------ 'FOUNDATION(2ND) Z O v� 1 ROUGH FRAMING& H PLUMBING O INSULATION PER N.Y: STATE ENERGY CODE C , l I FINALWk.., IPKTMI fly ADDITIONAL COMMENTS Tk17N Z rn z d b H TOWN,OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUDLDINi�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 G�/_ (`l�( 'J� Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Examined 20 D [EC70V[E Flood Permit DD Single&Separate Storm-Water Assessment Form �n MAY 10 2018 contact: J Approved "� 20 1_ Mail to: Disapproved a/c Bufli01',` G DE • i el TOWN OF SO OLD �3 g3� SZ3�j Phone: Expiration ,2 Buil i nspe r APPLICATION FOR BUILDING PERMIT Date �5I 10 , 20 I ib INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspectorlwith 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit—` shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Signature of applicant or name,if a corporation) 0 a�jn cs_� . 0 a+�-�(_L_ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises W-D n (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 whicM po!=Cad, rk will be done: J (� !? A House Number Street Hamlet County Tax Map No. 1000 Section Block Lot 4. 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`-t'C) QA,vY,; �W V- 6-t c(Q-,n d-Q- b. Intended use and occupancy `�0 S`c 09,\C_ �27�-,1 t.L L-P— 3. Nature of work(check which applicable): New Building Addition Alteration Q Repair Removal Demolition e-,,Q Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor 1 If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front em.--� % Rear 1 Depth ,2 ' Height Number of Stories 1 'f C-FroN, 0n n0-ry\4'A S-i-r-Q� Dimensions of same structure with alterations or additions: Front e�7 1 ' Rear S� ' Depth 414, 2� Height 1Cl* ,�oNumber of Stories L I Z 8. Dimensions of entire new construction: Front Rear Depth Height f Number of Stories 9. Size of lot: Front �q L� Rear 2 (�• ©�' Depth I�J-1•�I � � 10. Date of Purchase '201 I Name of Former Owner 440d, 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO�Will excess fill be removed from premises? YES NO 14.Names of Owner of premises AA pw 1;;ecLoa Address Phone No. Name of Architect � nom226 Address)Woo it�a-Alr' " Phone No -11 1p S'1 2 e4-7 L41 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES >� NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY-BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO- * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF� �0&-Q- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the -prC ;cLJF (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 10-"" day of V-AQ�t 20 Lori T McBride 'U V ARY PUBLIC,SLATE OF NEW YORK Notary Public f Registration No.0INIMM41 Si nature of A licant Qualified in Suffolk Count�� g pp Commission Expires December 11:2021 Michael J.Domino,President ��®F SO �® Town Hall Annex John M.Bredemeyer III,Vice-President �® l® 54375 Route 25 P:O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nichol-as Kr4ski • ® Telephone(631)765-1892 Greg Williams,_ � Fax(631)765-6641 C®UN l BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 26, 2018 Brooke Epperson AMP Architecture _LLC 15400 Main Road Mattituck, NY 1.1952 RE: ALEX FRIEDMAN 350 MAC DONALDS LOAD, LAUREL SCTM#: 1000-145-4-14.1 Dear Ms. Epperson: - The Southold Town Board of Trustees reviewed the site plan prepared by AMP Architecture LLC dated February 15, 2018 and determined that the proposed alterations and additions 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. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands-jurisdictional.boundary or seaward of the coastal erosion hazard area as indicated above;'without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter,111 of the Town Code. It is you r�responsibility to ensure that ail necessary precautions are taken to prevent any sedimentation or other alteration,or-disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such,precautions may include maintaining adequate work area w between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to-call. Sincerely, Michael J. Domino, President Board of Trustees MJD:dd r i 3 ' r 1 a s 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.nygov�F-.._a_. _ - .- ;w . ..Z-- 1ET_TER-OF NO-JURISDICTION TIDAL WETLANDS ACT March 21,2018 Alex Friedman 118 W. 79th St., Ste. 1 A 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 8/20177,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, is beyond the jurisdiction of Article 25 (Tidal Wetlands). 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'wide 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 N�WYORIt, Departmentof hpVw-_._ QA�4TU!illY; Environmental - "' Conservation U.S. DEPARTMENT OF HOMELAND SECURITY r_'�(. f(c No. 1660-0008 Federal Emergency Management Agency ~ !_r_� i tion Date: November 30,2018 National Flood Insurance Program ELEVATION RTIFICKI E Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)commum iFlsrl6e agent/company,and(3)building owner SECTION A—PROPERTY INFORMATION WIT IN 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 Company NAIC Number. Box No. 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. A7. Building Diagram Number 9 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or,enclosure(s) 1703.00 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0.00 sq in d) Engineered flood openings? ❑Yes ❑ No A9. For a budding with an attached garage: a) Square footage of attached garage sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑Yes ❑ No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3. State 360813 Town of Southold Suffolk New York 64. 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 483 of 1026 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 ❑X FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9. ❑ NGVD 1929 ❑X NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes © No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number. 350 MacDonald Road City State ZIP Code Company NAIC Number Laurel New York 11948 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑Building Under Construction* © Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,AR/A,AR/AE,AR/Al-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) 3.8 © feet ❑ meters b) Top of the next higher floor 6.4 Z feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑ feet ❑meters d) Attached garage(top of slab) ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building ❑X feet ❑ meters (Describe type of equipment and location in Comments) 5.2 f) Lowest adjacent(finished)grade next to building(LAG) 4.5 ❑X feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 5A 0 feet ❑ meters 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. /certify that the information on this Certificate represents my best efforts to interpret the data available.1 understand that any false statement may be punishable by tine or imprisonment under 18 U.S. Code, Section 1001. 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 037405Z)ARC Title `� M P y� Company Name AMP Architecture d Address 15400 Main Road City State ZIP Code X37405 -4 Mattituck New York 11952 F01: NG`� Signature Date Telephone Ext. 09-25-2018 (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 AC unit located at south side of dwelling. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 350 MacDonald Road City State ZIP Code Company NAIC Number Laurel New York 11948 SECTION E—BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4,use natural grade, if available.Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE 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 MAIC Number Laurel New York 11948 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters. G1 ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: ❑feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑ meters Datum G10. Community's design flood elevation. ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 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 A8. Ifsubmittingmore photographs than will fit on this page,use the Continuation Page. y v i Photo One Photo One Caption East side 9.25.18 GlearPtioto;Orie Jt r.Fn, C Photo Two Photo Two Caption South side 09.25.18 Clea ,PiiohirTwo 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. - .yr y Photo Three Photo Three Caption North side 09.25.18 Clear Photofhree° Photo Four Photo Four Photo Four Caption Clem Pfioto`Fou� FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 "OZ IkvKf SOL-dJbLS = W80-3 (-mar-Aad 10j Iuatul.reda(I 5uuaaurgu3 of pjenuo_j •paimbad v Mid lo.aluo:)Jua(ua9eueKf-ralemuuolS pa��nbaa 101\1 veld lolyuoo yuaruaseueyqlayemuTJoys 0 — — — -uculad gutplatg gurccamid jo}paAoiddV� p VN :WOM UOIIJiLiasUQJ JO L1011E30-1 I SSZ)JPP jr&IJa 0 -gyp,.+�ar+vr Zl9 n I ArortewiojulaauaJ ..:...n�NO-ISFI-1-1ti9A.Uz[ d3G`3iZ[�lllS H0:� L� `�/ 101 X�lg uq)ll-Qs JI /l Q �ru aye ��0[ pagt0lat�rrrgo)°twoy{cuousajo�dgS!saQ ravm06uado� Ipy�)Rdd� Q -uorjsagddV mad 9data$a Mil aq[Ql uu03 lsq AaatD Fala[da[oa E pas UM[d N4Uo3'tu2araIaUU [aalsawuoIS s,[o sa[doa O&J. 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MUct SUM Ma (.LMVZ)['IddV 3H..L Tg G L31dW03 plotgnoE o u Kol YK W 7,may u6TE xuoxnjax`azoxLaos-p-ou�WSGo£S n � 6Ltt zog-o a-TIVH MJO.L(Cioamos �LiK9[IG��IR19NVININVIN � c SOF SD (T 7 D O�j�, Town Hall Annex Telephone(631)7g65--11802 x5437 p�n Road y roger.richert( o`wn)ou59516.ny.US P.c�►l�x n� 2018 �, � �Q Southold, yy NY 11971-0959 COU TOWN OF SO OLD BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: IG-u-iT11 Date: Company Name: AivM C&.—, �� Al's_ - Nam---e-:- --- - - - - - License No.: -3q691 -M V Address: 13010 o -IWL Phone No.: &91 - r)(,Y- Cly,, JOBSITE INFORMATION: ('Indicates required information) *Name: 1C 6 11A � l e'er G- *Address: SoQ61114-cdP� r✓/lC'� M�r7 19 *Cross Street: ?(,fly 'tc 'aT ✓?(Sfkg *Phone No.: 0/y7 ,( Permit No.: Tax Map District: 1000 Section: Block: L - *BRIEF DESCRIPTION OF WORK (Please Print Clearly) L!Ja (Please Circle All That Apply) *Is job ready for inspection: YE / - Rough In Final *Do you need a Temp Certificate: ES NO Temp Information ded *Service Size: 1 P 3Phase 100 150 � 300 350 400 Other *New Service: Re-connect Underground umber of Meters hangs of Servic Overhead Additional Information: PAYMENT DUE WITH APPLICATION 4 _ 82-Request for Inspection Form BUILDING DEPARTMENT-Electrical Inspector �O �e TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)76 -1802-FAX(631)765-9502 Temporary Certificate # 774f Date rc- l 2018 Customer Name rkla-r-'PAdElectrician Name44 Address Phone �p�j-�(p�� Z e-mail � -.'� e-mail PhoneLicense# j -- G'l Size SOO A Phase j Overhead Underground_�_ #of Meters 7/ Remarks_ #of Underground Laterals 1 2 New ' "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days trom the date above. i Authorized by yJ - --- - - - - fi -- --------------------------- i BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD v'. Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631)765-1802-FAX(631)765-9502 Temporary Certificate #_� Date t?� 2018 Customer Name ^Dim Electrician Name.?/ifT,UW1 4tt,�, Address S-0 Illitt>g Phone g5(--7 OT f4 z-�_ e-mail e-mail Phone License# 316 V — L Size ulb A Phase - f. Overhead. Underground _ #of Meters r _ Remarks. tfta ' �l it #of Underground Laterals 2 J New . "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation` is complete,the town will conduct a premises inspection of the service equipment. This'v& at1001s;Vallid fiiii 4m t,e, a, _6pve. ,Authorized by LAS �d tA vtAV M Q Town Hall Annex ��4SuFC�t��ft 54375 Main Road_ �� Gy Telephone(631)765-1802 _ P_O.Box 1179 0 '� Fax(631)765-9502 — - BUILDING-DEP-ARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Datq: 1 O I lb Owner: Location of Prope W: AGO k r C,ClOna� �o �Oo-.�� U CA Please take notice that the(check applicableTne): New commercial or residential structure Addition to existing commerdial 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 locationls _ec[,aor�li�b incl• Floor framing, including girders and beams (F) Roof framing (R) Floor- and roof framing (FR) Signature: Name(person submitting this form): Capacity(check applicable line): —� Owner Owner representative TrussRmgiS_docx effective 1/1/2015 OF SO!/r�Ql h O Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CAR P.O.Box 1179 .- • Q Southold,NY 11971-0959 Q a BUILDING DEPARTMENT TOWN OF SOUTHOLD September 25, 2018 Brooke Epperson 15400 Main Rd Mattituck, NY 11952 Re: Friedman, 350 Macdonalds Rd, Laurel fi-e TO WHOM IT MAY CONCERN: The Follo a ee Certificate of Occupancy: N,ote:: �. lzele-vationicertificate;requiredfromAhesurveyo C erwrlters Certificate A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 42668 — "as built" alterations o� APPROVED AS RD D OATS: B.P.4 FEE: BY: NOTIFY.,BUILDING DEPARTMENT AT . 765.1&fl2 $AM TO 4PM FOR THE OCC ANCY OR FOLL01ArIl�Q..INSPECTIONS: W F U L I. FOUNDATION TWO REQUIRED U S E I U N LA FOR PouREo coNCRETE WITH UT CERTIFIC TE 2. ROUGH FRAMING & PLUMBING CUPANCY 3. INSULATION OF 0 4. FINAL -'CONSTRUCTION MUST BE COMPLETE FOR C.O. �I ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR dditional Ir DESIGN OR CONSTRUCTION ERRORS. _ . C rtification Ma a Required.w U COMPLY WITH ALL CODES OF U J NEW YORK STATE & TOWN CODES QULI AS REQUIRED AND CONDITIONS OF MS ALL PLUMBiN; VVA�TE NATER LIN : i NEED TESTING B E F 0 R t:f0 ,`,ER!N a rLUMBER CERTIFICATION )V LEAb CbN7ENT BEFORE 0ERr'IFICATE OF OCCUPANCY SOLDER USED IN WATER :SUPPLY SYSTEM CAN'NOT EXCEED 2/10 OF 1% LEAD. EC PIC L _ lNSPE TIO R QUI ED il 9 Z a W 0 U W Q O w,,0374�C' ya " r o I o r: PROJECT: ARCHITECTURE ANTHONY PORTILLO, R.A. , LEED AP FRIEDMAN 77 7v ^'W* •,.meq,•,.rg,m,Y �5 RESIDENCE ^ NCE 15400 i AIN ROAD 254 36TH STREET, SUITE 256 MATTITUCK, N .Y■ 11952 BROOKLYN N .Y■ 11232 350 MACDONALD ROAD MATTITUCK, NY 11948 LLC 0:516-214-0160 0:716-572-474:1 DRAWING TITLE: TITLE PAGE PAGE: T-100 DATE: 05/09/18 1 OF 10 CARPENTRY PLUMBING CODES AND REFERENCE STANDARD: I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 8'15) UNLE55 I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL NOTES 15FEG I F I GAT I ONS OTHERWI5E NOTED. SYSTEMS TO NYC PLUMBING CODE AND NYC, DEP REGULATIONS AND NYC' BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY BUILDINGS BULLETIN 2008-005. MAINTENANCE CODE. y� ,f 5 0 L <E)' :E Y : IT 15 THE GS C. ONTRAGTORRESPONSIBILITY TO KEEP THIS ONSTRUGTION DOCUMENT2GENERAL S�/BINDED . ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN T Iy TOGETHER AT ALL TIMES. IT IS ALSO THE OONTRAGTOR'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 SE FAMILIARIZED WITH THE PLANS PRIOR TO WORK WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME 5. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 5. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION CONSTRUCTION MANUAL BY AF 4 PA. GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"x6", UNLE55 (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 EXISTING STRUCTURE. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING - EXISTING TO BE DEMOLISHED O. HARD WIRED SMOKE DETECTOR APPLICABLE BUILDING DEPARTMENT. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER CODE. 5M W BATTERY BACK-UP 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY "TECO" OR FOOT. EXISTING TO REMAIN 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL O CARBON MONOXIDE NE 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 GAS GORE. NEW WOOD FRAME (L.G. Co DETECTOR STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN - 015H WASHER.........................................2" STL. WHEN APPLICABLE) FLOORS, ROOFS, AND WALLS. - KITCHEN SINK........................................2" 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, 5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES - LAVATORY...............................................2" NFPA'70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. NEW BRICK VENEER Q HARD WIRED SMOKE AND CARBON AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - SHOWER/TUB..........................................2" 5M/CO MONOXIDE DETECTOR COMBO U.O.N. - TOILET........................................................5" w/ BATTERY BACK-UP • • NEW POURED CONCRETE 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY - LAUNDRY .................................................2" OF THE OWNER/BUILDER '7. ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 5-1/2" BEARING - FLOOR DRAIN..........................................5" NEW/EX15T. LOAD BEARING ® 50 G.F.M. EXHAUST 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 5" MAIN VENT STACK AND INCREASED TO 4" WALL FAN W/ DAMPER SHALL BE CLARIFIED WITH THE ARCHITECT/ENOINEER BEFORE PROCEEDING THROUGH ROOF. WALL (EXIST. OR PRO.) TO HAVE 71 50 G.F.M. EXHAUST WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE P.T. ?. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 3-I/2" F.G. SOUND BATTO FL FAN 4 LIGHT GOMBP 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SY57EM SHALL BE MADE DRAIN COGK5 AS REOV. HOSE BI55 SHALL BE PROVIDED WITH BACKFLOW W/ DAMPER UNLE55 APPROVED BY THE ARCHITEOT/EN&INEER. 10. ALL EXTERIOR 5HEATHING SHALL BE NAILED AS PER FA5TENIN6 SCHEDULE PROTECTION. ® MIN. (2) 2"x4" STRUCTURAL ON PAGE A-1. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND P05T FOR 4" WALL5 -1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWI5E NOTED. SEE FLOOR PLANS 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED (MIN. (2) 2"xb" STRUCTURAL BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN WITH BACK FLOW PROTECTION. POST FOR b" WALLS), U.O.N. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL II. SUB FLOORING, GENERALLY,TO BE OF 5/4" THICKNESS AND OF GDX GRADE. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING A5 PER FASTENIN6 SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR TO CONGEALMENT OF PLUMBING. W CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. IA. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO,RA 15. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHT5 AND AT NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED �-- AND SHALL NOT BE ALTERED OR BE REPRODUCED HITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. NOR ANY POTENTIAL DAMAGE THEREOF. U wPERMISSION FROM THE ARCHITECT. 14. PROVIDE 'X' CROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS ASPHALT ROOFING SHINGLES ~ V 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS EXCEED 8'-O" AND AT EVERY 8'-0". 1. ALL SLOPED ROOFING 5HINGLE5 SHALL BE GAF-GLA55-A ASPHALT ROOFING STRUCTURAL DESIGN LOADS = J RESPONSIBLE FOR DE51ON INTENT ONLY. 5HINOLES OR APPROVED EQUAL. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. A-2 2. 5HINGLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE USE LIVE LOAD DEAD LOAD Q 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FA5TENIN6 SCHEDULE AS NOTED. TERALSBARRIER FROM OPTION TO APPLY GAFNSIDE EXTERIOR AGE TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL AND WATER BARRIER FROM EDGE OF EAVF FL SHI INSIDE EXTERIOR WALL NECESSARY. LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. EXTERIOR BALCONIES 60 psf 15 psf RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK BROOM GLEAN. 1'7. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-I 5. PROVIDE FLA5HIN6 NEGE55ARY FOR WATER TIGHT AND WEATHERPROOF DECKS THROUC7H A-5 CONSTRUCTION. 40 psf 15 psf 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN AND ORDINANCES. GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB SPECIFICATIONS. Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS, WORK AND THE WFLOOR SHALL NEVER EXCEED A ibORK OF 11 SPAN. 5. NAILING OF ROOFING SHALL BE TO CODE. ATTICS WITHOUT 5TORA6E (ROOF BELOW 5 PITCH) 10 psf 15 psf THE SUS-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENINC75 PROVIDE ALL APPLICABLE NAILING AND STRAPPING ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 sf COMPLETION OF PROJECT. AS PER PAGE A-1 THROUGH A-5. 6. CORROSION RF-515TANT II 0A6E ROOFING NAILS AND Ab GA&E STAPLES ARE p P 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN PERMITTED ARCHITECT/ENOINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD *7, PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2`15 COPPER 2:12 PITCHES TO 4:12 PITCHES ATTORNEYS FEES AR151NG OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING,OR SOAKING UNTIL THE WOOD SLEEPING ROOMS 30 psf 15 psf THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 8. ASPHALT 5HINGLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER THE SEALANT TO UPLIFT FORGES U51NO A5TM D 6381. STAIRS 40 psf 15 psf INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH A5: HANGERS, NAILS,SGREW5, FLASHING, ANCHOR BOLTS, ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEIxEFROM). (B) 15 CAUSED IN ETC,. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, ASPHALT ROOFING SHINGLES GUARDRAILS AND HANDRAILS 200 psf 15 psf WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMI!5510N OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING P P CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY, SHINGLES OR APPROVED EQUAL. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: 12 psf FOR ATTIC BE LIABLE REGARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRU55 JOIST McMILLIAN IAE MIGROLAM 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE ROOF LOADING (LIVE = &ROUND 5NOW LOAD) 20 psf 15 sf FOR CATH. PARTY INDEMNIFIED HEREUNDER. B. 6EOR61A PACIFIC, 2.OE G-P LAM NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE PSL (PARALLEL STRAND LUMBER) DENOTES AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 A. TRU55 JOIST MGMILLIAN 2.OE PARALLAM LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEG.'s OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 5. PROVIDE FLASHING NEGE55ARY FOR WATER TIGHT AND WEATHERPROOF TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, 22. FOR NEW WALL5, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONSTRUCTION. � � <E)00" : APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWIN65 CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN NOTES, AND TABLES ON PAGES A-1, A-2, 4 A-3. THE FASTENING 5GHEDULE 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S AUTHORIZATION OF THE ARCHITECT/ENOINEER. SPECIFIES THE REQ'D NAILING FOR THE 5HEATHING (ANY NAILING SPECIFICATIONS. SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FA5TENIN6 Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 50HEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 5. NAILING OF ROOFING SHALL BE TO CODE. NEEDED,UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 5HEARHALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS 4 MANU. SPEG.'s). T- I OO TITLE PAGE PERTAINING ARE TO BE FIELD VERIFIED. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 6. CORROSION RE515TANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE PERMITTED 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK 25. COLUMN BEARING AS FOLLOWS: WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, -1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS HALL WOOD 4 FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. 2:12 PITCHES TO 4:12 PITCHES WALL w/ STEEL SHIMS 4 A MIN. 5/4' OF NON-SHRINK GROUT SPECIFICATIONS, UNLE55 NOTED OTHERWISE. SECURE w/ (2) 1/2" m ANCHOR BOLTS (4"LONG EXPANSION BOLTS ® GENERAL NOTES 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALL5). FOR ANY SITE WORK POSTING ® G.M.U. WALL SEE PLAN FOR I'.EQUIRED REINFORCING (® MIN. Ib" I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY WIDE 5 COURSES OF SOLID BRICK MA50NRY CENTERED ® POSTING, U.O.N). UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS (BUTIIII WHEN COLUMN OR P05TINO 15 PART OF THE LOAD PATH FOR USE 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, „ 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. t'"//���. z -' I O I SITE PLAN z U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8 LONG STOCKPILE TOP501L OBTAINED FROM 5TRIPPIN6 DRIVEWAY AND BUILDING 51TE. w FOUNDATION. CONCRETE. AND MASONRY w/b" RISE 4 w/ (2) °/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS STOCKPILE ALL EXCAVATED MATERIALS. I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TING FOUNDATION AS IT SET 6 DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PA6E5 A-A THROUGH A-5. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE 5UB-CONTRACTOR5 IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF 4. NEW AND EX15TINO BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE 0 THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. GLA55 WINDOWS AND DOORS ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR I. ALL GLA55 TO BE INSULATED LOW-E,UNLE55 OTHERWISE SPECIFIED. BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. A-20O 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UND157URBED 501E HOEDOWN, ANCHOR BOLT, a 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 5. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. CLEARANCES ARE PROVIDED. STRAPPING & NAILING DETAILS 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS 5. ALL 5LIDIN6 GLA55 DOORS, 5KYLIGHTS,AND ANY GLA55 UNIT INSTALLED ELECTRICAL: STRUCTURAL DESIGN LOADS WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM OTHERWISE NOTED UNLESS OTHERWISE NOTED. TO 2011 NATIONAL ELECTRIC CODE, NFPA'70 AND 2015 INTERNATIONAL ENERGY 5. WALLS TO BE POURED CONCRETE OF SIZE 5HOHN ON DRAWIN65, U.O.N. CONSERVATION CODE. -�00 DEMOLITION PLAN 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS MANUFACTURER'S SPECIFICATIONS. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON UNTIL I 5. ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW YORK STATE TIER OF FRAMING IS IN PLACE. COMPLETION OF WORK. ,...1„''' el ` ENERGY CONSERVATION CODE. 5. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA-72: 4 - 9•�,� "1. FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. - GENERALLY,VERIFY OR PROVIDE HARD WIRED ) , b. PROVIDE FLASHING PANS UNDER ALL SLIDING 0LA55 DOORS, WINDOWS, OR SMOKE DETECTORS w/BATTERY BACK-UP IN: A-400 FIRST FLOOR PLAN err 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. �y+r SOLID WITH CONCRETE. .l • }'.:y :r<<tJ C A. EACH SLEEPING ROOM SECTION q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. "1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND HARDWARE NEGE55ARY FOR PROPER FUNCTION OF SUCH UNITS. B. OUTSIDE OF EACH SEPARATE SLEEPING "1- 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 AREA IN THE IMMEDIATE VICINITY OF 8. ALL 5LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 THE BEDROOMS (GENERALLY 7T-IE HALLWAY) ��• �~• DAYS OF 4,000 P.5.1., U.O.N. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. ELEVATIONS II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH G. EVERY LEVEL OF DWELLING q 11 MIL. POLYETHYLENE VAPOR BARRIER UNDER . ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH (BA5MENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) Op 1,4 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 GHARACTERI5TI05 OF THE ANDERSEN WINDOW SPECIFIED. THE 15. BRICK VENEER TO BE ANCHORED WITH CORROVION RE51STANT TIES - CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, PROJECT: (I) WALL TIE PER (3) 5Q. FT. ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EORE55 REQUIREMENTS. A-501 ELEVATIONS 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, F R I E D M AN TE MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. TWINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE TEMPERED GLA55. 15. APPLY (I) GOAT OF TAR BASED WATERPROOFIN6 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 FL- 100 DWV/ WATER SUPPLY RISER Ib. NO CONCRETE OR MASONRY WORK 15 TO BE PEIRFORMED IN TEMPERATURES COMPOUND METHOD. OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENOINEER. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 2. ALL 6YP5UM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS 350 MACDONALD ROAD OTHERWISE NOTED. WATER RESISTANT (HR) AT BATHROOMS AND WHERE 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE: UNLE55 SPECIFIED BY DEEMED APPLICABLE. MATTITUCK, NY 11948 ARCHITECT/ENGINEER. 3. 5/8", ONE HOUR RATED, TYPE XGYPSUM BOARD ON CEILING AND WALLS INSULATION FENESTRATISN REGUIREMENTS 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET WHERE EVER APPLICABLE. IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING DRAWING TITLE: EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. �) �I T GENERAL NOTES PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EALLO SHALL BE /� 0MF01 `SEI `lT FROFER I ES 1�YSEGG 20 5 R505. . 1 GOMfi LES CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRIE REINFORCING. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS l./ TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED A5 IN 50LID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND DEEP 4 5'-0" BELOW GRADE. ALL OPENINGS. b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE A-I. EXTERIOR WOOD EXIST. CEILING, WALL OR FLOOR PAGE: INSULATION MECHANICAL CONNECTIONS: FILL EXIST. CA\/1 TI ES CA\/I TI ES EXPOSED DURING 1. ALL FIBEROLA551OR BATTTIINSULATION BYLS AND FJOHN MANVILLE OR APPROVED EQUALL BE INSQLATEC) V41TH FOIL �D FRAME N WALL AND N1 F I E3ER0 LASS GON5TRUGTI ON PROVIDED THAT YES I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE SUBSTITUTED GE I L I NG/RAFTERA-100 FOIL TO BE PLACED TOWARD WARM SIDE. WITH AN APPROVED EQUAL PRODUCT. INSULATION THESE CAVITIES ARE FILLED W/ 2. PROVIDE 2" R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY R-VALUE WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF ME51RED BY SIMPSON MANUFACTURER. INSULATION 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 N"rSECC 402.1.5 AND TAE3LE5 FOUNDATION WATERPROOFING. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING DATE: 05/09/18 2 OF 10 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON" U-\VALUE= 0.250 402.1.1 AND 402.1.2 - q" R-50 FOR FLAT GEILIN65 4. ALL INSTALLATION PROCEDURES TIONS SHALL A HOT DIPPED GALVANIZED W 1 NDOW U-FACTOR AIR LEAKAGE 0.50 MAXIMUM U-FACTOR=0.55 YES - 8.25" R-306 FOR VAULTED AND CATHEDRAL GEILIN65 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER - 5.5" " R- FOR O x4" WALL AND CATHEDRAL MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. GFM/SF MAXIMUM AIR LEAKAGE= 0.50 b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION SPECIFICATIONS OF THE PRODUCT BEING INSTALLED GFM/5F - 5.25" R-21 FOR FLOORS 1. 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 5U55TITUTED WITH A TOP MOUNTED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS L15TED ABOVE. ,A I / I / I 213.02' I I , . 1 I �� \\ N �3 03 31 WOOD BULKHEAD i \ \ I -------- ---- EXIST. ;BRICK \ �� EXIST. BRICK PATIO \\ Ile PATIO u i Z \\ / W \\\ Tl� /// O \ ` XU EXIST. WOOD ��YO / cc J DECK <� Q ti d EARTH r EXIST. 15TRY 2 SITE LAYOUT NOTES: FRAME HOUSE .001, \\ / I. THI5 15 AN ARCHITECTS SITE PLAN d 15 SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRE5ENTED ON THI5 51TE PLAN 15 TO THE / ARCHITECT'S BEST OF KNOWLEDGE. 2.SURVEY INFORMATION WAS OBTAINED F OMAND�EPARED B ASURV D1 8 DATED JANUARY I8,201ji// NATHAN TAFT CORWIN III \ I / \\ 1586 MAIN ROAD JAME5PORT N.Y. 114147 / / r \ TELEPHONE: (651)121 20410 �0o ` --------�---------- REMAINS OF ++ III FRAME SHEDLLI ol LU n? EXIST. BRICK < / PATIO �-;7 / - r--- I EXIST/ BRICK WALK > EXIST. 1-1/2 - 1 31.5' STORY FRAME EXIST. STOOP / / i i u "" r 20.3 HOUSE �A F.F. tII1I1I�II1I'It' III1I1I'yII 11 1 11 6 I = .42' S.2 /�/ / i 1 ,0 / 1 EXIST. FRAME CP ��� �' > O I cv i// / ---- SHED TO BE DEMOLISHED n 1 EXIST. WOOD / O I DECK (NO WORK) EXIST. WOOD R.Q37A n l I p ARBOR OVER / � �' 4 PATIO TO BE / OF 1\1 1 DEMOL I SHED 0 1 1 EXIST. MECH. / ROOM 4 SHOWER / / PROJECT: TO BE REPAIRED A5 NECESSARY , � �, F R I E D M A N RESIDENCE owl 350 MACDONALD ROAD O — / Lo :ca MATTITUCK NY 11948 IN % — „_.�— TAX MAP* 1000-145-04-14.1 d 142 DISTRICT R-40 (NON-CONFORMING) DRAWING TITLE: DESCRIPTION AREA % LOT SITE PLAN _ \ ✓ I t�0" `\ COVERAGE TOTAL LOT AREA 52,151.0 S.F. J \\ EXISTING HOUSE "A" 1,65,1.2 S.F. 5.1% p \\ EXISTING HOUSE "5" T8,1.1 S.F. 2.5% \ EXISTING WOOD DECKS 8012 5.F. 2.5% T� \ EXISTING BRICK ON GRADE I III.5 S.F 55% PAGE. UNNA o STONE TOTAL AREA OF ALL STRUCTURES 4341.0 S.F. 15.5% og 171 �O� O MAXIMUM COVERAGE ALLOWED = 20% A— NENEWIMPERVIOUS SURFACE AREA - '!86 S.F. 10 I DATE: 05/09/18 3 OF 10 51 TE FLAN SCALE: 1'-0" = 10'-O" FASTENING SCHEDULE A CONSTRUCT ON DETAILS s Jul ND LOAD PATH ANC.,HOR BOLT SPED I F I GAT ONS NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS (SEE PAGE A-2 FOR 5TRAPPINC AND NAILING REQUIREMENTS, G O I I E G T O N DETAILS AND ROUGH OPENING FRAMING REQUIREMENTS) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE NOT TO SCALE SPECIFICATION (WFGM TABLES 3.2A $ 3.2B, P. 112) CORNER 6"-12" FOR ALL RU CONDITION STRUCTURES: FASTENER SPEC. FASTENER 3q5/b",V ANCHOR BOLTS ® 3Q" O.C. DESCRIPTION AND QUANT 1 TY SPAC I NO • ROOF I$ CEILING FRAMING n - NOTES: RAFTER TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER RAFTER WOOD JO I S WOOD JO I I. MIN. 7" EMBEDMENT INTO CONCRETE W 3" SQUARE WASHERS AND END NUT SETUP; GEILIN6 J015T TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER JOIST BLOCKING ; 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL JOIST HANOE END TOP TWO COURSES SOLID GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED EACH LAP CONDITION 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR GIRDER/HEADS OR REPLACED BY HOLD DOWNS FOR SHEARWALLS GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) 01-I6d COMMON EACH LAP Q WOOD GIRDER 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" $ 12" COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST SK IF NEEDED PER TIE WOOD JOIST PLAN DIAGRAM OF ZONES 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 t JOIST FRAM I NO OVER WOOD GIRDER JOIST FRAM I NO FLUSH WITH G I RDER/HEADER WALL FRAM I NO w� TYP I GAL NA I L I NO/STRAPP I NO REOU I REMENTS FOR U P L F T/ SHEAR, 4" LATERAL Y�4 I N L/ R E S I S T A N G TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON 1 PER FOOT U Lu TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. 51DE ` V TYPICAL NAILING/STRAPPING REQUIREMENTS FOR 2 J UPLIFT, SHEAR, $ LATERAL WIND RESISTANCE STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.C. 0 J Ix HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG ED&E5 Q WALL STUD WALL STUD GONNECTION DI 1$ D2 4 TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD BOTTOM PLAT BOTTOM PLAT BATHTUB SUB FLOOR BOTTOM O ST, o/r BLOCK N6 (FACE-NAIL)TE To FLOOR , BAND JOIST, 1,2 DOUBLE JOIST DOUBLE JO l ST 2-I6d COMMON PER FOOT -- . ~"" AT STUD TO FLOOR ASSEMBLY TO SILL FLOOR FRAMINO * PLATES) CONNECTION: FOR STRAP - 5 8 d COMMON NAILS ® EA. JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER JOIST a ° END OF STRAP (WRAP STRAP UNDER SILL PL.) BRID61N6 TO JOIST (TOE-NAIL) 2-8d COMMON EACH END D I o + FOR EA. PLATE TO STUD ABOVE $ OR BELOW - ` d COMMON NAILS BLOCKING TO J015T (TOE-NAIL) 2-8d COMMON EACH END DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ° BLOCKING TO SILL or 5-1&1 COMMON EACH BLOCK ALTERNATE CONFIGURATION - ABOVE STUD TO TOP PLATE (TOE-NAIL) a a FLOOR CONNECTION w/ # LPT4 5IMP50N (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) 3-8d COMMON PER JOIST BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST K I NO STUDS RAFTER BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON 1 . PER FOOT CRIPPLE STUD ROOF SHEATHING //�� I,�I I^I N A I L I N O/S T R A P P I N O V Y`� N D O Y �4/DOOR HEADER STRUCTURAL PANELS: (SEE ALSO GRAPHIC, Sd COMMON 6" EDGE / 12" FIELD HEADER INTERIOR ZONE THI5 SECTION) 8d COMMON 6" EDGE / 12" FIELD PERIMETER ZONE TOP PLATE (4" O.G. ® GABLE NOTATION: JACK STUDS A- NUMBER OF 8d NAILS a EA. END OF 5TRAPPIN6 (3.7,P. 151-2001) GE I L I NG SHEATHING WALL STUD 8- NUMBER OF SILL STUD5-ON FLAT(DOES NOT APPLY TO DOORS) (3.238,P. Iq3 -2001) G- NUMBER OF FULL HEIGHT KING STUDS -- _ m EA. SIDE OF HEADER (3.230, P. Iq3 - ALTERNATEA.23D,P6. Ig4 -2001) GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD D- NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. SIDE (3.7,P. 157 3 WORKSHEET-2001) E- NUMBER OF JACK STUDS a EA. END OF HEADER (3.22F,Plgl-2001) WALL SHEATHING D F- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TYPICAL HEADER CONNECTION ALTEf�NATIVE RAFTER TO WALL STUD CONNECTION A TO END OF SILL(S) a EA. SIDE (DOES NOT APPLY TO DOORS) C (3.8,P. 157 4 WORKSHEET -2001) STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD N B E GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD w lel I ND RESISTANT CONSTRUCT I ON CONNECTORS FASTENING SCHEDULE B ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS � F (IN ACGORDANGE WITH Wl!QD FRAME- FLOOR SHEATH I NO (SUBFLOOR) 0 CONNECTION LOCATION: PART NUMBER: NOTES: CONSTRUCTION MANUAL 2001 EDITION i 0 R I DOE-TO-RAFTERS 0520 ® 2111 APPLY TO EACH PAIR OF RAFTERS A NOTATION STRUCTURAL PANELS: I" or LESS 8d COMMON6" EDGE / 12" FIELD :CFN OUGH A B G D E F G GREATER THAN 1" IOd COMMON 6" EDGE /6" FIELD p RAFTER-TO-WALL H7 APPLY TO EACH RAFTER 6 RAFTER-TO-PLATE H5 or H23 APPLY TO EACH RAFTER 1 2'-0" 2 I I 1 I 1 4'-0" 4 1 2 2 2 2 PLATE-TO-MALL STUD 0520 @ 18" APPLY TO EACH WALL STUD „ REQUIRES SILL PLATE OF 2"xb" (MIN.) b'-O" 5 I 3 3 3 3 2,;:D ARC2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 @ 56 APPLY TO EACH WALL STUDREQUIRES (3) 2"x12" HDR (MIN.) c fl 17/ 2 5 4 4 4 �° o^r HEADER-TO-JACK STUD 0520 @ I2 APPLY TO EACH JACK STUD t- "�s. ' �'r .� CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH SIDEWALL END (P D037t'3 // G� J)v�; ,r<� WRAP UNDER DOUBLE SILL PLATE �°"• 3 cap 1ST. FLOOR-UNDER-SILL PLATE 0520 (USE WITH 5" SQUARE WASHERS) OF N USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. SPL G NO OF TOP PLATE FOLLOW MANUFACTURE'S FZIECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROJECT: TOP PLATE SPLICE F R I E D M AN LENGTH TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS RESIDENCE GONT1 NUOUS 5U I LT-UP O I RDERS THREE OR MORE SUPPORTS FOR WIND - EXPOSURES B$G - FOR WIND - EXPOSURES B$G - i ALL OTHER GASES ONE STORY SLAB ON GRADE CONNECTION PATTERN SCHEDULE BETWEEN 1/6 BUILDING MINIMUM SPLICE 1a,4 BUILDING MINIMUM SPLIGE'��` CONNECTION a 1/4 OF A DIMENSION (FT.) LENGTH (FT) DIMENSION (FT.) LENGTH (FT.) 5TRUGTUf;ZAL DESIGN LO, .r )S 350 MACDONALD ROAD DESCRIPTION MATTITUCK, NY 11948 PATTERN ASSEMBLY REQUIREMENTS: MAX.32" WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER 12'-O" 2'-O"/2'-6" 12'-0" 3'-0" A (2)ROWS IOd NAILS o 12"O.C. P SIDE BY SIDE ARE CONTINUOUS OVER THREE OR MORE USE _][ LIVE LOAD DEAD LOAD SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE B (8J ROWS IOd NAILS• 12"O.C. P 51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN I6'-O" 3'-O"/3'-q" I6'-0" 4'-0" INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, EXTERIOR BALCONIES 60 psf 15 psf DRAWING TITLE: c (2)ROWS I/2"m BOLTS• 12"O.C.STAGGERED; Two-PIECE NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20'-0" 4'-O"/5'-O" 20'-0" 5'-O" HOLDOWN, ANCHOR BOLT, DBL.O ENDS BUILT UP GIRDER P MAX.32" TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. DECKS 40 psf 15 psf D (2)ROWS 1/2" m BOLTS O 16"O.C. 24'-0" 4'-O"/5'-O" 24'-O" 6'-0" STRAPPING, & NAILING DETAILS NAILING: PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN STRUCTURAL DESIGN LOADS E (2)ROWS I/2"m BOLTS•24.O.C. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 51DE 28'-0" 5'-O"/6'-3" 28'-O" 7'-0" BETWEEN 1/6 WITH 10d NAILS, TWO NEAR EACH END OF EACH PIECE, ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) lO psf 15 psf (2)ROWS 8-3/8" IDE O ME SCREWS• 12"O.G. 4 1/4 OF A ll F SCREWED ON(U SIDE OF MEMBER OTHERS STAGGERED WITH A DISTANCE OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE ' . 5:21-01161-011/171-61, 5:21-0118-O 6 (2)ROWS 3-3/6"TRUrSLOGK SCREWS• Ib„0.0. P ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf SCREWED ON(1)SIDE OF MEMBER TO BE NAILED FROM EACH 51DE w/ 106 NAILS, TWO NEAR PAGE: EACH END OF EACH JOIST, OTHERS STAGGERED w/ A I.TABULATED SPLICE LEN6TH5 ASSUME TOP PLATE-TO-TOP PLATE 36'-O" 7'-O"/8'-q" 36'-O" Q�-O ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf H (2)ROWS 3-3/8"TRUSSLOGK SCREWS m 24"O.G. P DISTANCE OF 32" BETWEEN NAILS IN A HORIZONTAL LINE. CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE p p SCREWED ON(1)SIDE OF MEMBER LEN6TH5,THE NAIL 5PAGIN6 SHALL BE REDUCED IN ORDER TO THREE-PIECE " ° A-200(2)ROWS 5" OGK 5cREWS• 12"O.G. PROVIDE AN EQUIVALENT NUMBER OF NAILS 40-0 40-O II-OSCREWED ON BOTH SIDE of MEMBER BUILT UP GIRDER MAX.32' THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS SLEEPING ROOMS 30 psf 15 psf (2)ROWS 5"TRUsSLOGK SCREWS• 16" O.C. ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED , „ 1 K SCREWED ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w/ IN EXPOSURE B 50-O 101-011/121-61, 50-O 151-011STAIRS 40 psf 15 psf L (2)ROWS 5"TRU55LOOK SCREWS• 24"O.C. BETWEEN I/6 A DISTANCE OF NOT MORE THAN 32 BETWEEN NAILS IN A 3.TABULATED SPLICE LENOTH5 ARE BASED ON 8 FOOT WALL „ , „ „ , „ SCREWED ON BOTH SIDE OF MEMBER 4 1/4 OF A HORIZONTAL LINE. HEIGHTS FOR OTHER WALL HE16HT5,H,THE TABULATED UNIT 60-O I2-O /I5-O 60-O I6-O LATERAL LOADS SHALL BE MULTIPLIED BY H/8; GUARDRAILS AND HANDRAILS 200 psf 15 psf FOR ALTERNATIVE WALL HEI6HT5 MULTIPLY THE ABOVE „ „ DATE: 05/09/18 4 OF 10 NOTE: P FOUR-PIECE 61DER5 ARE To BE A55EMLED AS SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR '701-011 14'-0 70-O 19-O I.BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED W/ 2od NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 12 psf FOR ATTIC PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 6"OR SMALLER „ ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf 15 psf FOR CATH. d CONNECTION PATTERN 'B'WHEN 10"OR LARGER P, GIRDER. W WALL - 1.125 80-O„ I6-O 80-O :2:21-011 10'WALL- 1.25 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: II'WALL- 1.3"15 OFFSET FASTENERS 1/2”FROM ONE SIDE TO THE OTHER BUILT IGIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS,IP GIRDER P 12'WALL- IS THIS COLUMN W MULTIPLIER 'BALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH FOR 10,-0„WALL NAILED TO WOOD P05T5 OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL ASCE 7-10 (MINIMUM ME51ON LOADS FOR BUILDING5 AND OTHER STRUCTURES) GENERAL 5YM50Ls <F—Y : _ EX15TINO TO BE DEMOLISHED Q. HARD WIRED SMOKE DETECTOR 5M W BATTERY BACK-UP EXISTING TO REMAIN CARBON MONOXIDE NEW WOOD FRAME (L.6. CO DETECTOR 5TL. WHEN APPLICABLE) NEW PARTIAL HEIGHT HD ARWIRED SMOKE AND CARBON WOOD FRAME (L.6. 5TL. 5M/GO MONOXIDE DETECTOR COMBO w/ BATTERY BACK-UP WHEN APPLICABLE) NEW FOUNDATION WALL ® BO G.F.M. EXHAUST FAN w/ DAMPER 50 C.F.M. EXHAUST MIN. (2) 2"x4" STRUCTURAL L PAN $ LIGHT GOMBP ® P05T FOR 4" WALLS w/ DAMPER (MIN. (2) 2"x6" STRUCTURAL P05T FOR b" WALL5), U.O.N. W , U W EXIST. INTERIOR WALL EXIST. BASE AND H TO BE REMOVED UPPER GAB. TO BE (NON-STRUCTURAL) REOED MV - U � J �>) EXIST. WINDOW TO BE G� REMOVED ( r---------- --------j IL — J L — J \EXIST. FIREPLACE TO I I REMAIN I I I EXIST'. APPLIANCES I I-I I III \ AND FIXTUREXIST. ES TO BE I i REMOVED KITCHEN III I ---_ I --i��---I----------- DROPPED G ILING I I r------� , TO BE REMOVED EXIST. LIVING I I II I \�� I I I EXIST. GLST. TO BE ROOM REMOVED EXIST. LIVING � I I I��=�XI5T. I �T. ROOM I I /� TlfROOM I I GL. I I III 1 1 r -_--a I I ----- I EXIST. PANTRY AREA-." I I I I EXIST. DOOR TO I I TO BE REMOVED I J I I \��J I 1 EXIST. INTERIOR WALL I I BE REMOVED L___ �_J_J \\ / BE REMOVED I I I I I I I EXIST. . BATH AND �� \ (NON-STRUGTURAL)� i / I I I I I I i' � I FIXTURES TO BEY REMOVED y I I I II ===mss=== XIST. WINDOW TO BE REMOVED /��� I i I UP EXIST. WINDOW TO B I\\V/ll I \�___-__--J REMOVED L------------ EXIST. EXIST. STAIR TO EXIST. HALLWAY REMAIN BATHROOM EXIST. BATH FIXTURES-// -�_\- _\ EXIST. MECH. TO REMOVED I / 1 // �� I ROOM EXIST. DECK EXIST. �� �� I BEDROOM EXIST. E:XI5T. EXIST. \/ J L J L_ �, F---�, F--- ---� EXIST. INTERIOR W DOORS TO BE II II i \ II /> REMOVED (TYP.) LL u-_'� �� II �i� O EXIST. INTERIOR WALL \`L / \W III TO BE REMOVED / III III (NON-STRLIJ07URAL), III w I III AND DOORS EXIST. �� 0 I II I CL• I V9 I III ii i III i � III E)XIST. MASTER II / EXIST. WINDOW TO B III III BEDROOM II. REMOVED III III � I EXIST. WINDOW I III TO BE REMOVED NOTE: ALL INTERIOR DOORS TO REMOVED ..,.y f, C1*.C 'J,,Fv m X10 EXIST. BEDROOM " r +' EXIST. w EXIST. WINDOW GL �� EXIST. WINDOW Or IN ' TO BE REMOVED �\ TO BE REMOVED L T==T ITEm:=== 7 PROJECT: FIRST FLOOR DEMOLITION PLAN FRI EDMAN SCALE: 1/4" = I'-oll RESIDENCE 350 MACDONALD ROAD MATTITUCK, NY 11948 DRAWING TITLE: DEMOLITION PLAN PAGE: A-300 DATE: 05/09/18 5 OF 10 PROP. A/C LOCATION FLOOR PLAN NOT3-5 32'- /2" q q _ DOOR NOTE: - EXISTING TO BE DEMOLISHED I. INSTALL NEW INTERIOR DOORS WHEN GALLED 4-q' II-3 4-8 q-4 12'-5" 5'-10° HARD WIRED SMOKE DETECTOR O w/ BATTERY BACK-UP O OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 5 4 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED MSOgNW MSOgNW -� REF -I F EXISTING TO REMAIN OUT ON PLANS BY 'THERMATRU' (OR EQUAL). DRYER NEW WOOD FRAME (L.G. Q. CARBON MONOXIDE 3.DOOR TYPE TO SELECT BY H.O. 5 4 �SY4� 5 4 5 4 I DW I ® VENT GO DETECTOR 4.INSTALL AS PER MANU SPEG.'s TPL. POST I D W STL. WHEN APPLICABLE) \ q q TO HEADER (Q I -I IL - J L - --1 • HARD WIRED SMOKE AND CARBON FRONT ENTRY DOOR EGRESS NOTE: fIXT-ur-, NEW PARTIAL HEIGHT 0 I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING = \ NON-COMBUSTIBLE I _ MODIFIED � WOOD FRAME (L.O. 5TL. SM/GO MONOXIDE DETECTOR COMBO WHEN DOOR IS OPEN q0" tt FRAMING AROUNDWHEN APPLICABLE) w/ BATTERY BACK-UP KITCHEN 50 G.F.M. EXHAUST 2.IF NOT,THEN REPLACE EXIST. DR. w/NEW 36"x80" \ CHIMNEY;MIN' 2" FROM = � NEW FOUNDATION WALL DR. (32" CLEAR WIDTH) ►' MASONRY Tm RADIANT FLOOR dJ T�;'-?j 3.PROVIDE (2) 2"x8" HDR., U.O.N. 6 Im I I _ HEATING 5 4 r`-=-1 4.JACK AND KING STUDS AS PER PAGE A-200 � � 13'-0'" FAN w/ DAMPER SII STAIR d RAILING NOTE: Q � II -I FF* OVEN d ® MIN. (2) 2"x4" STRUCTURAL 50 C. M. EXHAUST O2 AIRS SHALL HAVE MAX. 8-I/4" RI EXIST. LIVING STEAMER P05T FOR 4" WALLS FAN d LIGHT GOMBP I. ALL NEW 5T d MIN. q" Tr - RISERS SHALL BE CLOSED EXIST. DEN �0. ROOM Iz III WINE '`'' `�' (MIN. (2) 2"xb" STRUCTURAL w/ DAMPER POST FOR 6 WALLS , .O.N. U 2. 42" HIGH GUARDRAIL d SPINDLE SPACING X v ) NOT TO ALLOW PA55AGE OF A 4" m SPHERE; z _I 36" HIGH HANDRAIL d SPINDLE SPACING NOT T4 TI P1 5 I NEW r TO ALLOW PASSAGE OF A 4" 4) SPHERE 5 q 3'-3"- -3'-2" ' NEW Pb 3. GRIPPABLE RAIL AS PER CODE �I� PWDR RM mss Qb� NOTE: SMOKE DETECTOR / GO DETECTOR NOTES: I I I I I x PI T3 8 EXIST. MECH. ROOM d SHOWER TO O BE REPAIRED AS NECESSARY. I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SMOKE / CARBON MONOXIDE COMBINATION DETECTOR / I I I I I I N o6 .,. ,.,:., . m '�`� CONTRACTOR TO VERIFY IN FIELD HARD WIRED TO EACH OTHER w/BATTERY BACKUP'. I I 5 I 1 jl N 6,_q„ R66 I'-10" 5'-'1" STABILITY OF FRAMING AND 2.INSTALL ALL AS PER MANU. SPEC.'S / CONTACT ARCHITECT WITH ANY 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR q J - N L WCONCERNS. IN COMPLIANCE WITH LOCAL GODS TPL. POST LINE OF DROPPED iV 5 I 5 I (2) 2"x4" 5 4 �p M50 INA a' TO HEADER CEILING -6-55/4" 2'-'V4" POST U OWINDOW NOTE: 4 I. ALL NEW WINDOWS d DOOR5 SHALL BE ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNG, I INSTALL AS PER MANU. m PIJ ju PORGELANOSA UNLESS OTHERWISE SPECIFIED V J TILT HASH 5P GLIDING (AS NOTED); MODIFIED EXIST. STAIR TO TAG # LOCATI ON PRODUCT TYPE MFG MODEL 51ZE/THK COLOR/FINI5H QTY. NOTES Q "OLA55. FOR SUBSTITUTIONS, SEE NOTE #q IN WINDOW/DOOR HEADER NOTE: n1 P5 I REMAIN (REFINISH "GLASS WINDOWS AND DOORS" ON PAGE A-100 REPLACE DAMAGED EXIST. BATHROOM EXIST. MEGH. 2.IF CASEMENT WINDOWS - ALL 05MNT WNDWS TREADS) PI 1/2 BATH. TOILET - FLOOR MOUNT NK ONE PIECE TOILET ... WHITE 3 SHALL HAVE 5TRAIGHT ARM HINGE WHEN HEADERS WITH (2) 2"x8" HEADERS, DIANT FLOO EXIST. ROOM N5'101'704gb , 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE UNLE55 OTHERWISE SPECIFIED 4 5 HEATING BATH. TI I 5 HALLWAY 4.ALL GLAZING WITHIN IS" OF FF TO BE TEMP. GL. INSULATION NOTE: _ Q 10 M.BATH FILL ALL EXPOSED WALL, T TI Q (2) 2"x4" P2 q BATH. VANITY FOLK 4'1" 4'f 3/8" x Iq 3/8CE I EGRESS NOTE: CEILING/RAFTER CAVITIES WITH ;t N /// POST DOUBLE SINK FIBERGLASS INSULATION PER NYS N � >• .1 IN COMPLIANCE WITH NEW YORK STATE BUILDING EGG R503.1.1 EXIST. O ®3 BATH. STORAGE CABINET d MIRROR FOLK 4•7' Iq 1/4" x 6 1/4" LINO 2 CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF 3 U� EGRE55 SHALL BE FOLLOWED: M/GO j BEDROOM MEDICINE CABINET SM/GO NET CLEAR OPENINO........... 5.1 S.F. EXIST. FRAME 'ry P5 • U�11 • I/2 BATH. VANITY FAUCET URBAN SINGLE CTRL. CHROME 3 NET CLEAR HEIGHT............... 24" MINIMUM P3 Q qBATH' 3 NET CLEAR WIDTH................. 20" MINIMUM DECK N '-3Yw " x BATH. SHOWER FAUCET NK LOGIC THERMOSTAT..3 WAYS CHROME 2 NEW .2 (2) 2"x4° ® EXIST. HAND HELD SHOWER MOOD SHOWER SET P05T WINDOW/DOOR FRAMING: O5 SEE PAGE A-200 FOR FRAMING 1 5 SHOWER RAIN SHOWER HEAD BELA 8" RAIN + 15" HORIZ. ARM 6 1/2 BATH. VANITY FOLK 24" 23 5/8" x Iq 3/wE ELEMENTS AROUND DOORS AND I WINDOWS (TYP. FOR ALL) U.O.N. 1/2 BATH MIRROR Iq 5/8 3 / f A ® LK 2 5 �NO I O RESERVED p` 5 1 MIRROR 5M/CO 1 5 K4 ® M BATH. SHOWER FAUCET NK LOGIC TEMOSTAT 3.WAY5 CHROME I O RESERVED EXIST. i RAIN SHOWER HEAD CEILING MOUNTED NK SHOWER SET - HANDHELD 3 ! NK LOGIC 12" RAIN SHOWER HEAD O RESERVED r - ®q M BATH. BATH TUB FAUCET NK LOGIC FREESTANDING TUB FILLER CHROME I T- O A/C NOTE: - EXIST. MASTER 1 \A q I. NEW 5 TON MITSUBISHI CONDENSERS d I iv BEDROOM TON EVAPORATORS HEATING COIL 2.INSTALL LINES AS REG'D FROM AIC �D SM/GO ' 4 5 BATH. FLOOR TILE 5TON KER CONCRETE EAREYx 24" NATURE 55 sgft GOND. 515TER EXIST. 2"x8" F.J. • ��, � T2 BATH. SHOWER FLOOR TILE STON KER CONCRETE GB.EYc 12" NATURE 22 sgft A/C CONDENSER: ® Ib" O.G. MOSAIC 2" x 2" I. INSTALL A/C CONDENSER 2. 51ZE CONDENSER BASED ON NY5 MECH. CODE. 3 EXIST. 3. PROVIDE PROPER TONNAGE TO ALLOW FOR COOLING BEDROOM q O BATH. WALL TILE WAVE WHITE NP 13" x 40" 288 sgft I/2 BATH. VI44003g1 OF ENTIRE CU. FT. q BEARING WALL V.I.F. z 4. INSTALL CONDENSER ON GONG. PADz T4 1/2 BATH. WALL PAINT BEN. MOORE AURA BATH d SPA - MATTE TBD 150 sgft �d O M. BATH. WALL PAINT BEN. MOORE AURA BATH d SPA - MATTE TBD 250 sgft 10 EXIST. MECH. ROOM: M. BATH. WALL TILE TBD TBD TBD 145 sgft I. EXIST. MECHANICAL SYSTEM TO REMAIN EXIST. v GL. I 5 6'-by2" 4 5 b'-V2 I 4'-Oy2" II Da TYPICAL LEDGER BOARD ® EXT. DECK: I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS SOLID WOOD 2. SECURED w/(2) 5/8" 4) x 5" LONG H.D. GAL. LAG POST (TYP) BOLTS ® 16" O.G. Z 3. INSTALL H.D. SALV. JOIST HANGERS BY 'SIMPSON, (OR EQUAL' FIRST FLOOR PLAN 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING d O BENT OVER TOP EDGE OF LEDGER BD. U 5. SEE NOTED DETAIL 5GALE: 1/4" = 1'-0" ROOF DECK \� ELEV. +24.5 ( t(r w :tel � .1 EXIST. BEDROOM 0 SECOND FLOOR FINISH ELEV. +15.3' _-_-_-_-_-_-_-__ SISTER EXIST. F.J. PROJECT: FRIEDMAN NEW HEADER ABOVE ALL WINDOWS d AS PER PLAN DORESIDENCE FIRST FLOOR 5 GI G EXIST. \ 2X6 SILL PLATE OUT EXIST. EXIST. EXIST. \ ® WINDOWS. SHOWER BEDROOM LLW BEDROOM \ , FILL EXPOSED EXTERIOR 350 MACDONALD ROAD \ / / --STUD EL5 AVITIES H MATTITUCK, NY .11948 FIRST FLOOR FINISH ELEV. +6.4' "--------- ----- EXIST. F.J. TO REMAIN EXIST. FOUNDATION DRAWING TITLE: AVG. GRADE _-- EXIST. GRADE EXIST. GRADE FIRST FLOOR PLAN CRAWL SPACE SECTION SECTION NOTES ONEW SIDING NOTE: I. ALL EXIST. 51DING d FOAM SHALL BE REMOVED PAGE: 2.INSTALL NEW 5" EXPOSURE GEMENT FIBER BOARD LAP SIDING BY "JAMES HARDIE - HARDIEPLANK" (OR EQUAL),OVER 3."TYVEK" HOUSE WRAP (OR EQUAL) -400 4.INSTALL ALL AS PER MANU. 5PEG.'5 5. PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 6.SIDING SHALL EXTEND TO TOP OF FOUNDATION FOUNDATION WALL DATE: 05/09/18 6 OF 10 SEOT ION A/A 50ALE: 1/4" = 1'-0" LUL 1 V�l.SG HE W NICO sYr�a auANTITY TYPE wAr+¢AGTuI¢E Mvw GAL. DIMENSION k*H PICTURE rev W-0'x 6'-6• GASEh1£NT GXWIS 'C'x 51"0' PICTURE P60S0 6'-0'x 5'-0' PIG7URE � P9050 � D'-0'x S'-0' O � - OL� �ASEMENT CXI5 - 2b'x 5'-0' O � r O DOUBLE CASEMENT GNUS Z'-0'x 6'4' W OBAY TBD �6�"��x V-4, O � CASEMENT Gil 2'-0'x 2'-0' 12IF U J 0 0 ( Q IL FLOOR FIN15H EX15TINO DECK NEW 5IDIN6 - SEE TO REMAIN NOTE ® SECTION SOUTH ELEVATION (FRONT) 56ALL: 1/4" = 1'-0" z w O U A. .74 Q r' _ EXISTING CHIMNEY —. TO REMAIN -- PROJECT: FR I ED MAN M1EW ROOFING - 5EE_—.__- - NOTE ® SECTION _.. RESIDENCE I L 350 MACDONALD ROAD NEW 5IDIN6 - 5EE 0 0 / \ / MATTITUCK, NY 11948 NOTE ® SECTION \ \ DRAWING TITLE: \ ELEVATIONS NEW 5IDIN6 - SEE EX15T. MECH. NOTE ® SECTION ROOM 4 OUT SHOWER PAGE: EAST ELEVATION (R I O HT) A-500 50ALE: 1/4" = 1'-0" _ DATE: 05/09/18 9 OF 10 k / 77777777 ULYM.'"r n� r n:. r- / , n: it 6YMBOL OVANTITY TYrE MANRAGTURE F MAN.CALL r DIMENSION h,W . OA �i PICTURE TED � 5'-0'x 61-6' OCASEMENT GXY113 S'-0'x 5'-0' PICTUREfto- F 6'-0'x S'-0' l DD mcn4m P30" S'-0'x O O GAS1 GX@ IF 2'-6'x S'-0' 0 _ - - LLJ O - - UOI I DOUBLE CASEMENT GN25 2'-0 x 6-6 BAY TBD 6'_1•x B�sl• 3 (r P W KO �1 CASEMENT 0I2 2'-0'x 2'-0' I 1—' V C-) EXISTING CHIMNEY _-„�.._,___,.___..__.........._.........._ TO REMAIN i r I / � NEW SIDING - 5EE NOTE ® SECTION NORTH ELEVATION (FEAR) SCALE: 1/4” = P-O" z w O U LLi Q .. j �w �C ;y. FXI5TINO CHIMNEY TO REMAIN _ .. PROJECT: ��r��.:��_�--m=-®--- - -- - -___._._ -_ _. �•----.�..� T_��� FR I ED MAN RESIDENCE - --- i 350 MACDONALD ROAD 0 - - MATTITUCK, NY 11948 \ NEW SIDIN5 - 5EE DRAWING TITLE: � NOTE ® SECTION ELEVATIONS PAGE: NEST ELEVATION (LEFT) A-501L 50ALE: 1/4" = I'-O" DATE: 05/09/18 10 OF 10 k W U w �= U U J Q u 0 a a � O 4" FRE5H AIR VENT p � J I L THROUGH ROOF IL NOTE: X PROVIDE "ABESGO FP200 FR q ALLLUMBING WORK z EXPANDING FOAM" (OR EQUAL) z I p SHALL CONFORM TO 0 g I AT ALL PENETRATIONS IN FIRE U LOCAL PLUMBING CODE N RATED WALL5 AND u► FLOOR5/0EILING5. PRODUCT N CONFORMS TO A5TM E 514, A57M E 84, AND UL 1479 G.O. EGEND -----� HOT WATER MODIFIEDNOTE: SUPPLY MODIFIED HALF BATH ALL PLUMBING WORK MODIFIED MODIFIED GOLD WATER FULL BATH 2_' --r SHALL CONFORM TOSUPPLY LOCAL PLUMBING CODE FULL BATH HALF BATH 2-,I- 21 2'� 2"i 2„1 O PROVIDE "ABE500 FF200 FR IL � 1 I I EXIST. GLEAN EXPANDING FOAM” (OR EQUAL) 2" 1 1 1 1 1 3" OUT %5 REQ'D L I I I AT ALL PENETRATIONS IN FIRE tll I I I I EXIST. F.A.I. TO ~ I '4 1 F�7 1 '4 RATED WALLS AND I 1 1 1 REMAIN N.I.F. 1 1 1 I I FLOORS/GEILING5. PRODUCT ABOVE DFE) �1 I I� j I 1 13 CONFORMS TO ASTM E 514, I 2 :21 2 I *I 'U =1 _V z I .V 1 !V U~i 4 ASTM E 54, AND UL 1479 SHOWER1 J �ry SHOWER ryI ry i iN N i �ry iv N w I I G.O. 2 11 G.O. =--------- 1I -I �.._.._.._.._.._.._�-.--._ -- --_. -.---. -._--_---- - .- ------_ __-_ , G.O. 411 CONNECT ]IL wEXI5T. WATTO WATER O SUPPLY SYSTEM SUPPLY 0 U F- W 4" HOUSE V F- r U Wj Q MAIN DRAIN I LU - N* 411 N N W a HOUSE TRAP Q UIL LL !u N V G.O. N U 4" TO SEWER ..-71 �.�.L't'd, FLUME3I N RISER - r�)RA I lel / NASTE / VENT FL.UME31 NO RISER - SUPPLY' o F 1-1<I- 50ALE: NTS 50ALE: NT5 PROJECT: FRIEDMAN RESIDENCE 350 MACDONALD ROAD MATTITUCK, NY 11948 DRAWING TITLE: DWV/ WATER SUPPLY RISER PAGE: PL-100 DATE: 05/09/18 11 OF 10