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HomeMy WebLinkAbout43697-Z �o�SUEFOtk aG Town of Southold 10/8/2019 y� P.O.Box 1179 0 47 .a 53095 Main Rd �yjjo� �ap� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40751 Date: 10/8/2019 THIS CERTIFIES that the building ACCESSORY 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 4/22/2019 pursuant to which Building Permit No. 43697 dated 5/1/2019 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 TO AN EXISTING COTTAGE AS APPLIED FOR l The certificate is issued to Friedman,Alex&or of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43697 09-25-2019 PLUMBERS CERTIFICATION DATED 09-27-2019andPlu bing Aut ed at re TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVE_ D PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43697 Date: 5/1/2019 Permission is hereby granted to: Friedman, Alex 9 Prospect Park W Apt 11 C Brooklyn, NY 11215 To: construct interior alterations (including window and door replacements) to a pre-existing cottage as applied for with flood permit. At premises located at: 350 Macdonalds Rd, Laurel SCTM #473889 Sec/Block/Lot# 145.-4-14.1 Pursuant to application dated 4/22/2019 and approved by the Building Inspector. To expire on 10/30/2020. Fees: ACCESSORY $119.60 Flood Permit $100.00 CO -ACCESSORY BUILDING $50.00 Total: $269.60 Buildin nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupdncy-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 , i Date. New Construction: Old o""r��Pre-existing Building: Il" (check one) � _ n Location of Property: Fp�1� UL/L ��Oy`.o,� c6 ( owd LO-4i r-J-- House House No. Street Hamlet Owner or Owners of Property: $A Q k � Y�CF/1�1 Suffolk County Tax Map No 1000, Section ) 45- Block Lot )z4. 1 -A- 142 Subdivision Filed Map. Lot: Permit No. G Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: v7 (check one) Fee Submitted: $ pplicant Signatur ®��oF soUry®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179Q roger.riche rt(a-)town.south old.ny.us Southold,NY 11971-0959 Ns UNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Friedman Address: 350 MacDonald Rd City. Laurel St: New York Zip. 11948 Budding Permit# 43697 Section: 145 Block. 4 Lot: 14.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Kraus Electric License No: 1964-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 11 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 1 Smoke Detectors 2 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 8 CO Detectors Sub Panel A/C Blower 3 Range Recpt Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 12 Twist Lock Exit Fixtures TVSS Other Equipment: 1-combination smoke / co detector, 1-bath fan, 1-paddle fan, electric cook top, 3-ARC fault circuit breakers Notes: Inspector Signature: Date: September 25 2019 81-Cert Electrical Compliance Form.xls SOvT,�o! Town Mali 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 SEP 2 7 2019 :3 wt CERTIFICATION Date: Building Permit No. 4,36q, Owner:__ lzc FrAV6A (Please print) Plumber:��o�! I�lu�6 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. lumbers Signature) Sworn to before me this day o6 �vti�(/� 20 l °\ GOMIE U.WNW Not*Pd*. a pMR('� �t6� ;Qua ledO 0)k Cmf^0t.C,�U ConnmissW Expir9 Dare:�#,!__ . Notary Public, __-';County OF SOOT � yo h� l0 * # TOWN OF SOUTHOLD BUILDING DEPT. cOUMv��'' 765-1802 INSPECT ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ARKS: 6 r( VI _` DATE INSPECTOR 7 a0F SOUIy � O h� # TOWN OF SOUTHOLD BUILDING DEPT. urm765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [}Q ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: �j Ars pr,:�,ZZ& DATE / INSPECTOR f ESO � UTyO h� # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] LECTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: -_ 6D _ DATE G INSPECTOR _I �,"�W� �o�aOF SOUIyOIo 1 # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL 4- ,S 1M14,49 �` [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE�RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: i C04 DATE INSPECTOR ho�aOE SO//l�o� TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION ' Jol ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: � �atJ�glrr �c� DATE �� INSPECTOR 9:;2� FIELD INSPECTION REPORT DATE COMMENTS • FOUNDATION (1ST) ------------------------------------ 'FOUNDATION(2ND) ROUGH FRAMING& PLUMBING H MAAQ INSULATION PER N.Y-. H STATE ENERGY CODE LW FINAL ADDITIONAL COMMENTS �, \ ® Z • rn z d 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 111971 a' s' '`' ''''` ' r" "` #setsofBuildingPlans TEL: (631)765-1802 - -- - "- -=- - - - Planning Board'approval' FAX: (631)765-9502 Survey Southoldtownny.gov - PERMIT NO. Septic Form - - - fl Trustees - f Y' -; - C.O.'Application Flood Permit Examined 20 -- - Single&-Separate " Truss Identification Formtt, , Alt - ---- ------ Storm-W,ater'Ass essment,Form. . Contact: Approved � � "2-0,111 - '' " '• ` Mail'to: Disapproved a/c J =f1; °Phone:' Expiration 20 --D �' Buil g-Insp or IPLICATION „d. �3f -!s.� APR 2 2 2019 FOR BUILDING PERMIT Date _ 20. to ��aTTi::D �V6 k" INSTRiTCTIONS TOWN OFSO1Tllr10,t: 1--a.'This'application MUST be completely filled in by typewriter or.in ink and-s"ubmitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. ;- , , _ ;. , b.Plot plan-showing location of lot and-of buildings-on premises,relationship to adjoining premises"or public streets'or areas,and waterways. c.The work covered by this application`may not'be commenced before issuance of°Bii 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 c) S rGt,mM; ( �, b. Intended use and occupancy C-41c �=ng le -�rl'A-In s. (f 3. Nature of work(check which,applicable):New Building Addition Alteration X Repair X Removal Demolition Other Work 4 (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units I Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed,occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any:Front ' Rear 32,4+' Depth Z4,4" Height 14;. 2° Number of Stories Dimensions of same structure with alterations or additions: Front 52.4 _. Rear �d'ZLk Depth 2�-��` Height A cbZ' Number of Stories %", 1._�:' 8. Dimensions of entire new construction:Front Rear -_ ' Depth r" Height Number of Stories r r, 9. Size of lot: Front , �� d �'� Rear 2 t 3•D2 Depth )aTI 10. Date of Purchase '�Ol�l Name of Former Owner. 4+0 , rJ`1'`J'P:''C:1CJ 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 )q excess fill be,removed from premises?YES NO, 14.Names of Owner of premises Address Phone No. Name of Architect. VnVA; l 10 Address lEga Mazv► Pte+ ' Phone No's•1 512 4`14% Name of Contractor Address- Phone No. 15 a.Is this property within,100 feet of a tidal wetland or a freshwater wetland? *YES >f NO * IF YES, SOUTHOLD TOWN`TRUSTEES&D.E.C.`PERMITS MAY BE REQUIRED. b.Is this'properly within.300,feet of a tidal wetland? * YES NO * IF YES,D.E.C.PERMITS MAYBE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property isat 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 �11:) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing'contract)above named, (S)He is the C'VC'i 4Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sw "before me this 1 day of .I 20 ori T McBride Notary Public ,oTARYPUBLIC,STATE OFNEW YORK Signature of Applicant Registration No.OIMC6368447 Qualified in Suffolk County Commission Expires December 11,2021 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No.1660-0008 Federal Emergency Management Agency SEP 2 7 2019 i - Expiration Date• November 30,2018 National Flood Insurance Program ELEVATION,, A,,C � FICAT E thImportant: Follow hstructiopson.pages —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: ,4 ley Fri&J ii A,, A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Company NAIC Number: Box No. City State ZIP Code L a✓rL Ak't'i 1(_.,/-k, El I n c o A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) svi'i->�/� ✓� i /000 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) Z e— iuf e�+T tie A5. Latitude/Longitude: Lat.go°S7 Zy`� Long. `)e�Z. S H.61'1,, Horizontal Datum: ❑ NAD 1927 ONAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade O c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? ❑Yes 5�rNo A9.For a building with an attached garage: a) Square footage of attached garage Z.b%(3 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 d sq in d) Engineered flood openings? ❑Yes [aAo SECTION B—FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3. State > r j �� k Jew /� El OWA 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 26403&al-I gj 14 sq , Z5- 2-dr, 1310. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 69: ❑ FIS Profile [FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9. ❑ NGVD 1929 JZNAVD 1988 ❑- Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes g^No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 t 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: 35-0 ti �{ 1" City State -ZIP Company NAIC Number fz ( 1Je'C'J 11 �� 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/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in ItemA7. In Puerto Rico only,enter meters. Benchmark Utilized: Vertical Datum: /J/ly—') t I 0.t Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 � 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) -'0 ['feet ❑ meters b) Top of the next higher floor 6,657J ['feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑ feet ❑meters d) Attached garage(top of slab) 4.l q © feet ❑ meters e) Lowest elevation of machinery or equipment servicing the budding q.0 © feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 4.9 [ feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) y �/ [feet E] meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including 4,0 ® feet ❑ meters structural support 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. 1 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 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. Ce Bier's Name License Number �-. 7. -51 (.. o 5-0 q67 Title 4n . Company Name � Address aA City State ZIP Code Signature Date Telephone Ext. o Copy all pages of thig Elevation Certificate and all attachments for(1)comfnunity official, (2)insurance agent/company,and(3)building owner. �C]omments(including type of equipment and location,per C2(e), if applicable) ` n f `Ae AO,Se l5 � r/� O�fC/ c C/4t.J� SpGCC vtJ�l� �rs/�cre�s7e t�J�cta�<v^ „✓u/ls �n� Ctr A� floor. 'Ac �� C.") �iJ�G�tllfi"..P� is s�Ppl,'cJ 64 w l tff ee kCJ duets j-v e.. Aal*L 5 rd e- 3C- P►o•,54 w J'hnc, be$ e,(G✓ ivy, W•v Pt. y'L G/2 4�E; n o ��.rM��/►en� Srlv��, o�cna�+g5. FEMA Form 086-0-33(7/15) •� Replaces all previous editions. Form Page 2 of 6 c 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: City State ZIP Code Company NAIC Number I \ El I SECTION E—B ILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) OR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),completVenade emsE5.If the Certificate is intended to support a LOMA r LOMR-F request, complete Sections A,B,and C. For Items E1ural grade,if available.Check the measurement ed.In Puerto Rico only, enter meters. E1. Provide elevation information for the follheck the appropriate boxes to show whether a elevation is above or below the highest adjacent grade(HAG)and thjacent grade(LAG). a) Top of bottom floor(including basem crawlspace,or enclosure)is ❑feet ❑ ters ❑above or ❑below the HAG. b) Top of bottom floor(including basem crawlspace,or enclosure)is ❑feet meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permaneni s provided in Section A Ite �8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b inthe diagrams)of the building is ❑feet ❑meters El above or El 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 //F_1 feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the topoftYboKomfloor elevated in accordance with the community's floodplain management ordinance? ElYes E] No E] UnknoThe local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNE 'S EPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who compl es Secti ns A, B, and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statement in Section 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 COMPANI1 USE Building Street Address(including Apt., Unit, Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number El SECTI G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordi ance to administer the community's floodplain management ordinance can complete Sections A, B,C(or E),and G of this Elevation Ce ificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10. In Puerto Rico only,enter ters. 'r .' G1. ❑ The information in Section C was taken from ther documentation that has been signed and sealed 4y a licensed surveyor, engineer,or architect who is authorized by la 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 bu ding located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. F1 The following information(Items G4—G10)is provide or community floodplain management purposes. i G4. Permit Number G5. Date Permit I sued G6. Date Certificate of f Compliance/Occupancy Issued i f G7. This permit has been issued for: ❑ New Construction ❑\Sbstaptial Improvement G8. Elevation of as-built lowest floor(including basement) E] feet ❑ meters Datum of the building: r 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 —A Date Comments(including type of equipment and4ocation, 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: City State ZIP Code Company NAIC Number sit✓ �,�� ► i 9RD If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View"and"Rear View";and, if required, "Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. ��v,�}� UJB; .I/tir //J yy�yi Phc Clear Photo One Ir aj. R � cfi� t� . t dbis' s-t iS '*1 - _ ,sir.. �,� :v. i t <�► '+a1c;. } � 5 /etro:�. :MFs: 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: City State ZIP Code Company NAIC Number )e,^/ V”/-t( a l t`j b 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. Vie ✓ s. rt P" Photo Thre^ Clear Photo Three vle 1 Photo Four Caption Clear Photo Four FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 ,jam 114 T. T.CRRY f' O- flux 117<11► T0WV CLERK " �• r cn L.^`"'' �' Snuilull(l Nc%,, REGISTRAR OF viTAJ.STAT1SIIC5 , ( b 1 Foy. (S 1()l 765-I Fi g,% TcicRlunc 51 7(I.SMARRIAGE OffICIR , RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMA"nON OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under Me Flood Damage Prevent regulations of, the Code of the Town of Southold: "Floodplain Development. Permit l/, pplication" (FDP(93) ] , and ;'Certificate of Compliance fft Develclpment in 'Special Flood Hazard Area (C/C(93)] . LQ - it GL�Iu. DEFT TOVvN OF SOtM10LD Judift h T. Terry Southold Town Clerk August 25, 1993 l , • •la Il 1 1 IT ' 1 ' APPLICATION ,d f PAGE I of 4 TOWN OF SOUTHOLD FLOODPLAIN DEVTLOPMENT PERMIT APPLICATION This form is to be filled out in duplicate. SECT'TON 1• GENERAL PROVISIONS (APPLICANT to read and sit7nl: L. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. �r 4. Development shall riot be used or occupied until a Certificate of Compliance is issued. J� S. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGfATE. E,TRUE AND ACCUR (APPLICANTS SIGNATURE)��� \"he��J�-e ��_ �r1c�r�1�)DATE /SECTION 2: PROPOSED DEVELOP /ENT (Tr,, be completed by APPLICA.N'n NAME yy ADDRESS TELEPHONE APPLICANT !'� �1�r"�- (U��f �(G'2Iq -0 e41�1 c,-y i 1 c el,�v�I l e oL,L�v�.� BUILDER ENGINEER PROJECT' LOCATION: • To avoid delay in processing the application, please provide, enough information to easily identify the project location. Provide the wet( address, lot number or Icgal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known iaadmark. A sketch attached to this application showing the project location would be helpful. 3s0 (NAc,7®A4 FDP(93) APPLICATION PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes)- _ A STR URAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure K Residcudal (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) alteration ❑ Noo-residential (Floodproofmg? ❑ Yes) ❑ Relocation ❑ Combined Use (Residential & Commercial) ❑ DemoGtioo P ❑ Manufactured (Mobile) Home (In Ma-nu- El Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECTS B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Drilling ❑ Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) j O Roa�ti Street or Bridge Construction / ❑ SuF,division (New or Expansion) / j ❑ Idual Water or Sewer System G Other (Please Specify) After completing SECTION 2, APPLICANT should submit form to Local Administrator for review- SECTION 3" FLOODPLAIN DETERMINATION (To be completed by LOCAL ADMIMSTRATOR) The proposed development is located on FIRM Panel No. , Dated The Proposed Development: ❑ Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPL UN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Ha=d Arca FIRM zone designation is 100-Year flood elevation at the site �s: Ft. NGVD (MSL) ❑ Unavailable ❑ The proposed development is located in a floodway. FBFM Pancl No. Datcd O Scc Srr_uon 4 (or additional ios[rucnons SIGNED DATE APPLICATION # PAGE ] OF 4 SECTION 4 ADDfTIQNAL INFORMATION REQUIRED (To he completed by LOCAL ADMINIST-RATOR The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all c)isLwg structures, water bodies, adjaccot roads, lot dimensions and proposed development. ❑ Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the First floor, details of floodproofng of utilities located below the first floor and details of enclosures below the first floor. Also O Subdivision or other development plans (If the subdivision or other development axceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations- C3 Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofing protection.,IevcI (non-residcutial only) Ft:NGVD (MSL). For floodproofcd structures, ppGcant must attach certiftcation from r,-gistered engineer or architect. j ❑ Certification from a'reggastered engineer that the proposed acdvit�in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other- SECTION 5 therSECTIONS PERMIT DETERMINATION (To be competed by LOk:AL ADMINISTRATQRI I have determined that the proposed activity. A- ❑ Ls B. ❑ Is not in conformance with provisions of Local Law if , 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is chcckcd, the Local Administrator may issue a Development Permit upon payment of desigtrated fec. If BOX B is checked, the Local Administrator will provide a written summary of dcfictcnucs. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals ' APPLICATION V PAGE 4OF4 APPEALS Appealed to Board of Appeals') ❑ Yes O No Hearing date. p pc a --- Conditions SECTION 6• AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of ComDlianee is issued The following information must be provided for project structures. This section must be completed by a registered professional coginecr or a fi.censed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the.lowest floor, including basement (in Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofing protection is FT. NGVD (MSL). NOT' Any work performed prior to submittal/of the above information is at the riskf the Appl;(cant. J SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADN11NIST-RATOR will complete, this section as applicable, based on inspection of the. project to ensure compliance with the communitys local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES O NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8' CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADNITNISTRATOR) Ccrtilicatc of Compliance issued: DATE: BY: I I l Attachment B B AMPi,E CERTIF CATE %JF COMPLIANCE ' for Development in a Special Flood Hazard Area 1 I 1 s 'r TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAJARD AREA r nWI�W. MUST REEZAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O Ej(ISTING BU[LDING O VACANT LAND I.F THE LOCAL ADMINISTRATOR IS TO COMPLETE A, OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_. SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VAR[ANCE # DATED SIGNED: DATED: CIC ( 93 ) Scott A. Russell s°SU Iry STO]KIM[WAT]E K SUPERVISOR ' MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold O,f CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) _ z !J DOES 'MIS PROJECT INVOLVE ANY OF THE FOLLOWING- I � 3 (CHECK ALL THAT APPLY) I I Yes No j 0 A. Clearing, grubbing, grading or stripping of land which affects more j than 5,000 square feet of ground surface. 1 ❑�1 B. 'Excavation or filling involving more than 200 cubic yards of material 1.1 Ijwithin any parcel or any contiguous area. i ❑(� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. t 11 E141). Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. TI Eff E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ 000 f 1 f d f f ll I F. Installation onew or resurfaced impervious surfaces o , square # � p - q ) feet or more, unless prior approval of a Stormwater Management : Control Plan was'received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witF your Building Permit Application. . i APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date Distract NAME: Section ----elock—------ Lot •-- — ----- - --- --- --- --- t, } "*FOR BUILDING DEPARTMENT USE ONLY*# ( Contact Information. 'Z) fTekAbm¢Y�Lc) s�f - - - - - - - - - - - - - - - - -, Reviewed By:. ; i ' Date: t Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — ,t i���� � ✓� _ 1 , Approved for processing Building Permit. ful �-� Y ❑ Stormwater Management Control Plan Not Required. if Stormwater Management Control Plan is Required. I (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 S0 ':own Hai!Aanex Tetephoue(63])765-1$02 54375 Alain Road .as ve 9 �- P O.Bax 1179 roger,richertfa overt. al �ny US $anthoki,NX 11971-0959 BUILDING DEPARTMENT TOWN OF SOLTMO GD APPL1GA'i'ION FOR ELECTRICAL INSPECTION REQUESTED Bl': ,�2 1—/A/4- ,2ayr Dater! 1 Company Name: Norne: License No.: Address: %� phone No.: JOBBITE INFORMATION: ( Indicates required information) *Nance: >, c,P�'►?�',c l *Address: .35'® /� /.�®.r9/�1. 5 4.2tDS$is�( L/�►-z.� 4 *Cross Street: *Phone No.: Permit No.: Tex Map District: 1000 Block: lot: i ILL *BRIEF DESCRIPTION OF WORK(Please Print Clearly) co��� (Please Circle Ail"!'teat Apply) --`is job ready for inspection: (f@1 NO l �ugjn Final To you need a Temp Certificate: YES X0 ---- Temp information(If needed) *Service Size: I Phase VMS$ 100 160 200 340 350 404 Other *New Service: fie-connect Underground Number of Meters Change of Smice Overhead Additional Information: PAYMENT RUE lTH APPLICATION 82-Request for inspection Form , . kqf Fat Town Hall Annex Telephone(631)765-1802 54375 Main Road 3 Fax(631)765-9502 P.O. Box 1179 W Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE__OF UTILIZATION OF TRUSS TYPE CONSTRUCTION. PRE-ENGINEERED' WOOD CONSTRUCTION ANWOR TIMBER CONSTRUCTION, Date": 41 -2--2- 1101 Owner: - Location wner: —Location of Property: Uw— . Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure _ O 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: Name (person submitting this form): 2y, Capacity(check applicable line): Owner �© Owner representative TrussReg15.docx Effective 1/1/2015 RCHRECiUHE Operating Business Address:15400 Main Road.Mattituck,NY 11952 --A Brooklyn Office:254 36"'Street,Building C 256-257.Brooklyn,NY 11232 uc Mattituck Office:15400 Main Road.Mattituck,NY 11952 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 Date:April 30,2019 MAY - 1 2019 DD Southold Town Building Department 54375 NY-25 TOWN OF S®U AVID Southold, N.Y. 11971 RE: Friedman Guest House 350 MacDonalds Road Laurel, N.Y. 11948 SCTM#1000-145-4-14.1&14.2 Value of Guest house excluding land value:$143,000(appraisal completed by Lewis Fragala) Cost of Construction for Proposed Guest House Renovations:$53,000 Cost of Construction/Cost of Guest House Excluding Property*100=% $53,000/$143,000*100=37%<50%=Guest House is non-substantially Improved Thank You, Q Anthony Portillo 03744 y® AMP Architecture,PLLC 0 Principal APPROVED AS NOTED DATE: B.P.#--4314-7 FEE: I I BY: NOTIFY BUILDING DEPARTfttqf AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMIN & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW W YORK STATE. NOT RESPONSIBLE FOR m DESIGN OR CONSTRUCTION ERRORS. 1— ui U ~ U = J U J Ix COMPLY WITH ALL CODES OF Q NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF Z3A " S 5 ARD C SCUTR7777MTEES i - OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY ELECTRICAL INSPECTION REOUIRED i PLUMBER CERTIFICAT r Z ON LEAD CONTENT BEFON ORE CERTIFICATE OF OCCUPANC Y L) U SOLDER USED IN WA TER Lu 9 SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. W PLUMBING D AR ALL'PLUMBING WASTE .&WATER LINES NEED M p Tf 7lA�a.!?EFOR COVERING is , e s b 03740 -l4 SOF P��C FLOOD ZONE CO""'!"LV FL=DA `1=�' "` "" PROJECT: FRI EDMAN GUEST HOUSE ARCHITECTURE ANTHONY PORTILLO, R .A. LCED AP It -777: 350 MA DROAD IL .. . . _ _ _ .. . ��... .. . . =.. . .a MATTITUCK NY 11948 1.5400 MAIN ROAD 254 36TH STREET, SUITE 256 DRAWING TITLE: MATTITUCK, N .Y. 11952 BROOKLYN , N .Y. 11232 TITLE PAGE LLC 0 :516-2 4-016 0 0:716-572-4741 PAGE: T-100 DATE: 4/22/19 1 OF 5 NOTES � Sfi=EG I F I(ATI ONS CARPENTRY NG I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Flo = 87 1. CON 5) UNLESS I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW) I IT 15 THE CONTRACTOR'S RE5PON51BILITY TO KEEP TH15 CONSTRUCTION DOCUMENT 51NDED OTHERWISE NOTED. SYSTEMS TO NYC PLUMBING CODE AND NYC DEP REGULATIONS AND NYC T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, BUILDINGS BULLETIN 2008-005. SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN 5" MIN. FOUNDATION EXPOSURE. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. GENERAL INSULATION FENESTRATION REQUIREMENTS I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE T- ®o TITLE PAGE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL GRANGES IN DIRECTION APPLICABLE BUILDING DEPARTMENT. PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb",UNLESS (1) 2"x6" AND AT BASE OF VERTICAL WASTE PIPES. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 2. ALL 00N5TRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER COMPONENT PROPERTIES NYSEGG 2015 TABLE COMPLIES ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXI5TING 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY TECO OR FOOT. STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: - I ®® GENERAL NOTES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN - DISH WASHER.........................................2" NYSEGG 402.0 AND TABLES 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES _ �� WINDOW U-FACTOR U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM FLOORS, ROOFS, AND WALLS. KITCHEN SINK........................................2 YES AND AUTHORITIES HAVING JURISDICTION. LEAKAGE 0.30 GFM/SF U-FACTOR=0.35 MAXIMUM STRUCTURAL DESIGN CHARTS , - LAVATORY...............................................2 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, PO5T5, AND BATH TUBS, - SHOWER/TUB..........................................2" AIR LEAKAGE=0.30 GFM/5F 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY _ TYPICAL CONSTRUCTION DETAILS OF THE OWNEWBUILDER U.O.N. TOILET........................................................3' NYSEGG TABLE 0503.1 - LAUNDRY .................................................2" FILL CAVITY W/ MAX (EXCEPTION #3) 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING - FLOOR DRAIN..........................................3" CEILING $ WALL CAVITY BATT INSULATION YES A®200 SITE PLAN SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROCEEDING THICKNESS AVAILABLE 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" WITH THE WORK. THROUGH ROOF. 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE a• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE UNLESS APPROVED BY THE ARGHITEGT/ENGINEER. P.T. 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN d DRAIN COCKS AS REOV. H05E BIBS SHALL BE PROVIDED WITH BACKFLOW TABLE R501 .1 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE PROTECTION. BEFORE THE START OF FRAMING ON PAGE A-1. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS O® DEMOLITION PLAN ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED FIRST FLOOR PLAN 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REOUIREMENT5 WHEN WITH BACK FLOW PROTECTION. APPLICABLE. STRUCTURAL MEMBER ALLOWABLE DEFLECTION 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THIGKNE55 AND OF GDX &RADE. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 A-400 ELEVATIONS w CERTIFICATES, CERT. OF OCCUPANCY OR, COMPLETION AND U.L. APPROVAL APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' T HOUSE WRAP OR TO CONGEALMENT OF PLUMBING. W/ NO FINISHED CEILING ATTACHED TO RAFTERS � BUILDING SECTION 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. II. NOTCHING AND BORING OF STUD5, JOISTS, RAFTERS AS PER BUILDING CODE. INTERIOR WALLS d PARTITIONS AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN H/180 PERMISSION FROM THE ARCHITECT. 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED PLUMBING RISER DIAGRAMS LLj F UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. NOR ANY POTENTIAL DAMAGE THEREOF. 12. THE ARCHITECT IS NOT RETAINED FOR 5UPERVIS]ON OF THE WORK AND IS FLOORS PLASTERED CEILINGS RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS EXCEED 8'-O" AND AT EVERY 5'-0". ALL OTHER STRUCTURAL MEMBERS L/240 U J 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE AL50 PAGE ELECTRICAL: Q A-2 I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 14. THE CONTRACTOR SHALL KEEP PREMI5E5 REASONABLY GLEAN AT ALL TO 2011 NATIONAL ELECTRIC CODE, NFPA"10 AND 2015 INTERNATIONAL ENERGY TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL CONSERVATION CODE. RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 BROOM GLEAN. NECESSARY. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION OF WORK. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA6E5 A-I STRUGTURL DES I CSN LOADS LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES THROUGH A-3 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA "12: AND ORDINANCES. 18. AT "WET WALL" PARALLEL TO J015T5 FRAME DOUBLE JOIST AS PER CODE. - GENERALLY, VERIFY OR PROVIDE HARD WIRED GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB SMOKE DETECTORS w/ BATTERY BACK-UP IN: USE LIVE LOAD DEAD LOAD WO . 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE ORK OF CLIMATIC. AND GEOGRAPHIC DESIGN CRITERIA THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A 16" SPAN. A. EACH 5LEEPIN6 ROOM COMPLETION OF PROJECT. EXTERIOR BALCONIES 60 psf IS psf 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN6 B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 &ROUND SNOW LOAD 20 L55 I-i. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, A5 PER PAGE A-1 THROUGH A-3. AREA IN THE IMMEDIATE VICINITY OF DECKS 40 psf 15 psf ARGHITEOT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND THE BEDROOMS (GENERALLY THE HALLWAY) AGAINST ALL CLAIMS, DAMA5E5, LOSSES AND EXPENSES, INCLUDING 20. P.T. SPEGIFIE5 PRE55URE PRE5ERVATIVELY TREATED LUMBER IN BASIC WIND SPEED 130 MPH ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF ACGORDANGE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD c. EVERY LEVEL OF DWELLING PA55ANOF-R VEHICLE GARAGES 50 psf AS PER PLAN THE WORK PROVIDED THAT ANY 5UGH CLAIM, DAMAGE, L055 OR EXPENSE (A) TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER (BA5MENT, FIRST FLOOR, d SECOND FLOOR, ETC) EXPOSURE CATEGORY B IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO METAL BY REPEATED BRUSHING, DIPPIN6, OR SOAKING UNTIL THE WOOD INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER SEISMIC ME515N CATEGORY B ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (T IS CAUSED IN MANUFACTURER SUCH AS: HANGERS, NAILS, 5GREWS, FLASHING, ANCHOR BOLTS, GYPSUM WALL BOARD ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf WHOLE C IN PART U ANY NE&LIOR, YO OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT WEATHERING SEVERE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY T5 INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY COMPOUND METHOD. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER)DENOTES EITHER OF THE FOLLOWING: FR05T LINE DEPTH 3'-0" PARTY INDEMNIFIED HEREUNDER. 2. ALL GYPSUM BOARD SHALL BE I/2 ON WALLS AND CEILING, UNLESS A. TRU55 JOIST MGMILLIAN 1.9E MICROLAM OTHERWISE NOTED. WATER RE515TANT (W.R) AT BATHROOMS AND WHERE 5LEEPIN6 ROOMS 30 psf 15 psf 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING B. GEORGIA PACIFIC, 2.OE 6-P LAM DEEMED APPLICABLE. TERMITE MODERATE TO HEAVY BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING PSL (PARALLEL STRAND LUMBER) DENOTES STAIRS 40 psf 15 psf OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR A. TRU55 J015T MGMILLIAN 2.OE PARALLAM 5. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS ICE BARRIER REQUIRED YES TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, ALL TO BE INSTALLED AS PER MANU.SPEC.'s (WHERE APPLICABLE) AT HEAT PRODUGIN& EQUIPMENT TO EXTEND THREE FEET GUARDRAILS AND HANDRAILS 200 psf 15 psf APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22 FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL AUTHORIZATION OF THE ARCHITECT/ENGINEER. CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, CONCRETE PANELS OF 5/8" THIGKNE55 MINIMUM. NOTES, AND TABLES ON PA6E5 A-1, A-2, $ A-3. THE FASTENING 50HEDULE ROOF LOADING (LIVE = GROUND 5NOW LOAD) 20 psf 12 psf FOR ATTIC 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SPECIFIES THE REO'D NAILING FOR THE SHEATHING (ANY NAILING 4. FIN15H JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND ED&E5 SHALL BE P IS psf FOR CATH. NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SPECIFICATIONS ON THE FLOOR PLAN5 SHALL SUPERSEDE THE FASTENING TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS PERTAINING ARE TO BE FIELD VERIFIED. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. 5PEG.'s). "ALL STRUGTUR.�L DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH 20. CONTRACTOR TO REMOVE $ RELOCATE AS REOUIRED ALL EXISTING WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND A5CE 7-10 (MIN KM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. ALL OPENINGS. 23. COLUMN BEARING AS FOLLOWS: 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S WOOD POSTING TO BE BLOCKED SO-ID TO FOUND. WALL w/END GRAIN, 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE A-I. SPECIFICATIONS, UNLESS NOTED OTHERWISE. TREATED WOOD 4 FLASHINGSTEEL COLUMNS ARE TO BEAR UPON FOUND. T`I'C I GALS I `� LII ` O/S I RAF N� REOU I RE I " E� �4TS FOR WALL w/ STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT 22. PROVIDE FIREBLOGKIN& AS PER NEW YORK ACCESSIBILITY STANDARDS. SECURE w/(2) 1/2" 0 ANCHOR BOLTS W' LONG EXPANSION BOLTS ® EXIST. WALLS 4 12" LONG HOOKED EOLT5 ® NEW FOUND. WALLS). FOR ANY U F L I F T SHEAR/ $ LATERAL ^ I N D R E S I S T A N G E 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY POSTING ® G.M.U. WALL SEE PLAN FCR REQUIRED REINFORCING (® MIN. 16" UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GOPYRI&HT PROTECTION ACT OF 1990 (AWCPA), WHICH HAS SEVERE PENALTIES. (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE TYPICAL NAILING/STRAPPING REG2UIREMENT5 FOR � IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ UPLIFT, SHEAR, $ LATERAL WIND RF-515TANOE STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, w w ASPHALT ROOFING SHINGLES U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE &" LONG 2 w/ b" RISE 4 w/ (2) 3/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LE55 0 I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-6LA55-A ASPHALT ROOFING SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE5 A-1 THROUGH A-3. CONNECTION DI D2 V SHINGLES OR APPROVED EQUAL. 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE 6LA55 WINDOWS AND DOOR5 NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE I. ALL 6LA55 TO BE INSULATED LONRW E,UNLE55 OTHERWISE SPECIFIED. w AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL Q LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLA51HIN6 CONDITIONS. 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER ,. -- AT STUD TO FLOOR A55EMBLY TO SILL 3. PROVIDE FLASHING NECESSARY FOR WATER TIc5HT AND WEATHERPROOF CLEARANCES ARE PROVIDED. PLA7E(5) CONNECTION: w M CONSTRUCTION. 3. ALL SLIDING 6LA55 DOOR5, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, FOR STRAP - 3 8 d COMMON NAILS ® EA. SPECIFICATIONS. UNLE55 OTHERWISE NOTED. a END OF STRAP (WRAP STRAP UNDER SILL PL) 5. NAILING OF ROOFING SHALL BE TO CODE. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH BOVE $ OR BELOW - � '� RcoS' C� M. p � MANUFACTURER'S SPECIFICATIONS. FOR EA. PLATE TO STUD A 6. CORROSION RE515TANT II GAGE ROOFING NAILS AND 16 &AGE STAPLES ARE .2 _16- d COMMON NAILS 4 " PERMITTED 5. ALL WINDOW5 TO BE CAULKED AN0 SEALED A5 PER NEW YORK STATE O i �✓ �` �- .1 ENERGY CONSERVATION CODE. ALTERNATE CONFIGURATION - ABOVE STUD TO '7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 6. PROVIDE FLASHING PANS UNDER ALL 5LIDIN6 6LA55 DOORS, WINDOWS, OR a FLOOR CONNECTION w/ # LPT4 SIMPSON (OR 2:12 PITCHES TO 4:12 PITCHES ANY OTHER TYPE OF 6LA55 UNIT WH'_N WITHIN 6" OF AN EXTERIOR SURFACE. EQUAL) ® PLATFORM TO SILL PLATES .dA �• 8. ASPHALT 5HINOLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL STANDARD/ALTERNATE N @- THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. SCREENS AND HARDWARE NEGE55AeY FOR PROPER FUNCTION OF SUCH UNITS. 8. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 T ®����� INSULATION SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 9. ALL WINDOWS TO BE ANDERSEN. F CONTRACTOR 15 TO SUBSTITUTE WITH FOIL TO BE PLACED TOWARD WARM SIDE. ANOTHER WINDOW MANUFACTURER, 1- 15 THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH PROJECT: 2. PROVIDE 2" R-10 RI&ID FOAM INSULATION FOR EXTERIOR FOUNDATION THE CHARACTERISTICS OF THE ANDER5EN WINDOW SPECIFIED. THE I I/�' I/� '^I I}''� I^I HEADER WALLS FROM 6" BELOW 6RADE TO 24" BELOW GRADE IF DESIRED BY CHARACTERISTICS ARE AS FOLLOY,5,BUT NOT LIMITED TO: DESIGN PRESSURE, I�l I Ls I I `�L//S TR I I `t L/ Y `4 I `l LJ O Y `4/�O O R F R I E D M A N CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS FOUNDATION WATERPROOFING. REQUIREMENTS. 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: 10. WINDOWS IN TUB/SHOWER ENCL05URE5 AND WITHIN STAIRWAYS SHALL BE - GUEST HOUSE 8 9" R-30 FOR FLAT CEILINGS TEMPERED 6LA55. HEADER �O N` II�E� O i ,I� D E TA I L NOTATION: - .25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS A- NUMBER OF 8d NAILS ® EA. END OF STRAPPING (3.'1, P. 157-2001) - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION B- NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (3.23B, P. 193 -2001) - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION 0- NUMBER OF FULL HEIOHT KINC7 NOT TO SCALE m EA. SIDE OF HEADER (5.250,P,193 - ALTERNATE,-1.25M,P6. 194 -2001) - 5.25" R-21 FOR FLOORS D- NUMBER OF 16d NAILS,END-NAILED THROUGH ADJACENT KING STUD 350 MACDONALD ROAD TO END OF HEADER® EA. SIDE (3.-1, P. 15-1 s WORK5HEET-2001) MATTITUCK NY 11948 E- NUMBER OF JACK STUDS ® EA. END OF HEADER (3.22F, P191-2001) A D F- NUMBER OF 166 NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILLS) ® EA. SIDE (DOES NOT APPLY TO DOORS) C (3.8,P. 157 eWORKSHEET -2001) DRAWING TITLE: i<INC STUDS B E GENERAL NOTES FASTENING SCHEDULE B STRUCTURAL DESIGN CHARTS ROUGH OPENING FRAMING REOUIREMENT5 FOR WINDOW/DOOR OPENINGS CRIPPLE STUD F [IN AG GE WFR WITH WOOD AME TYPICAL CONSTRUCTION DETAILS CONSTRUCTIONUCTIONMANUAL 2001 EDITION I HEADER A I NOTATION ROUGH PAGE: CONG JACi< STUDS 2'-0" 2 I I I I I A-100 4'-0" 4 1 2 2 2 2 REOUIRES SILL PLATE OF 2"x6" (MIN) 6'-O" 5 1 5 3 3 5 .. TYPICAL HEADER r,ONNEGTION REQUIRES (3) 2"x12" HDR (MIN) 2 3 4 4 4 DATE: 4/22/19 2 OF 5 I ,A I / I / I E1 213.02' I � 1 I \ I I i I E N WOOD BULIGHEAD / / I • `♦ /// \�� 041 I .00 _ EXIST. BRICK `� / p EXIST. BRICK I I W PATIO ��\ // va PATIO u \\ /' ° W \ / U O � a Cp N w I .. O EARTH d uj EXIST. I STRY �� �` DRIVEWAY r FRAME HOUSE 'V'; 51TE LAYOUT NOTES: NO PROPOSED / I / Cli I. THIS IS AN ARCHITECTS SITE PLAN 3 IS / \ SUBJECT TO VERIFICATION BY A LICENSED WORK OUTSIDE OF SURVEYOR. THE INFORMATION EXIST. FOOTPRINT REPRESENTED ON THI5 SITE PLAN 15 TO THE ARCHITECT'S BE5T OF KNOWLED6E. 2.SURVEY INFORMATION WAS OBTAINED FROM A 5URVEY DATED JANUARY 15,2015 / \ AND PREPARED BY: / NATHAN TAFT CORWIN III ` 1586 MAIN ROAD JAMESPORT N.Y. IIg4'7 TELEPHONE: (631)"727 2OgO �--y— �\ / it III U) 4-} / i -7- -14,------- J I 4o _ \� I- \ REMAINS OF FRAME SHED I I1 �I 0 O / a / / 1 U3 EXIST. BRICK rn W I PATIO EXIST/BRICK WALK < rTl EXIST. 2 STORY FRAME HOUSE IS � > �ti �D q�`Ch, NOT PART OF 1 I TH 1 S / O 1 i APPLICATION /�/ / I - ��+P►• : . p � / / EXIST.WOOD /00 / O / X37405 z op ; TFOF N��� o 1 / / PROJECT: 1 FRIEDMAN 1 GUEST HOUSE ."0001 ' 350 MACDONALD ROAD - �' Lor covR;aG MATTITUCK, NY 11948 —�, — TAX MAP # 1000-145-04-14.1 d 14.2 1 - - D15TRIGT R-40 (NON-CONFORMING) DRAWING TITLE: DESCRIPTION AREA GO ERALOT SITE PLAN — 0 \ TOTAL LOT AREA 32,151.0 S.F. EXISTING HOU5E "A" W/WOOD 2 DECK 508.2 S.F. 7.8% EXISTING HOUSE "B" "JBg.I S.F. 2.5% EXISTING WOOD DECK HOUSE "B" 240.0 S.F. 0.7% O PAGE: o O � � EXISTING BRICK ON GRADE 1,111.5 S.F. 3.5% O p � TOTAL AREA OF ALL STRUCTURES 4648.8 S.F. 15.01% O I L STON A-200 MAXIMUM COVERAGE ALLOWED = 20% DATE: 4/22/19 3 OF 5 51 TE PLAN SCALE: I'-O" = 10'-0" i OENERAL`FERAL 5 I �50L <E"*,r : _ EX15TINO TO BE DEMOL15HED O HARD WIRED SMOKE DETECTOR 5M w/ BATTERY BACK-UP EXISTING TO REMAIN 0 CARBON MONOXIDE NEW WOOD FRAME (L.G. GO DETECTOR 5TL. WHEN APPLICABLE) NEW PARTIAL HEIGHT HARD WIRED SMOKE AND CARBON WOOD FRAME (L.G. STL. 5M/CO MONOXIDE DETECTOR COMBO WHEN APPLICABLE) w/ BATTERY BACK-UP NEW FOUNDATION WALL El 50 G.F.M. EXHAUST FAN w/ DAMPER ® MIN. (2) 2"x4" STRUCTURAL 50 G.F.M. EXHAUST FAN 4 LIGHT GOMBP POST FOR 4�� FL WALLS N A w/ DAMPER (MIN. (2) 2"x95" STRUCTURAL POST FOR (o" WALLS), U.O.N. ALL NEW WINDOWS SHALL BE ANDERSEN REPLACEMENT WINDOWS; INSTALL AS PER MANU. 5PEC.'s. SEE I "A-300" FOR NAILING d STRAPPING DETAILS. WINDOW""��H,�RT , - --- - EGRESS WINDOW DIMENSION CLEAR WINDOW QUANTITY WINDOW OPENING GALL-OUT TYPE WIDTH REQ'D: 20" WIDTH HEIGHT HEIGHT REGV:24" OPEN REG'D: 5.-I S.F. W A 2 CASEMENT 5'-6 " 3'-q " (I) 6.4 S.F. U W B 4 CASEMENT 2'-8 3'-q 6.4 S.F. U G I CASEMENT 3'-O IF 3'-1 IF U J Q REPAIR NOTES: REPAIR EXTERIOR WALL " DAMAGE, PATCH SHEATHING AS NEEDED. CONTACT ARCHITECT , IF CONTRACTOR FINDS ANY NOTE: STRUCTURAL DAMAGE ALL EXISTING WINDOWS TO 5E REMOVED AND REPLACED IN KIND � O d � i Q 2 3 A 2 3 B FLOOR FLAN NOTES EXIST. WOOD EXIST. WOOD DECK --- __i_ _-- — — ----- DECK O 1.DOOR LL NEV4 INTERIOR DOORS WHEN GALLED I I OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED I I OUT ON PLANS BY 'THERMATRU' (OR EQUAL). 3.DOOR TYPE TO SELECT BY H.O. I I 4.INSTALL AS PER MANU SPEC.'s I EXIST. LIVING EXIST. B I I I EXIST. FRONT ENTRY DOOR EGRESS NOTE_ III ROOM BEDROOM I EXIST.ILIVING I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING BEDROOM III I ROOMI WHEN DOOR 15 OPEN 90° III 45 MIN. FIRE 2.IF NOT,THEN REPLACE EXIST. DR. w/ NEW 36"x950" III I I 3 I 5 NERD STEEL 3.PROVIDE (2) 2R 81D DR., U.O.N. NOTE: 4.JACK AND KING STUDS AS PER PAGE A-200 EXISTING GEILING OF LIVING ROO 2 3 I o lull^ 1 REPLACE $ KITCHEN AREA TO BE REMOVED .D I N W IV�-- I +y SM/GO TOILET 1 WINDOW NOTE: FOR NEW CATHEDRAL CEILING. I �10 I x O I. ALL NEW WINDOWS d DOORS SHALL BE PROV. TEMPORARY SUPPORTS AS O I vltY ry2AN ES 405 NOTED);CASEMENT, PER MANU. NECESSARY I u I 4x RN 1 • I I ATH RAL I Q • 4 A�I E, SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN i I EXIST. III I 3 EXIST. A ED I X 011u NI $ - "GLASS WINDOWS AND DOORS" ON PAGE A-100 (� 2.IF CASEMENT WINDOWS - ALL 05MNT WNDWS EXIST. I I I III I I N IlQ EXIST. - N SHALL HAVE STRAIGHT ARM HINGE WHEN I BATHROOM GARAGE I N R MODIFIED X •i i III �-� 5 Cp� � 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE II I I I I BATHROOM TILT WASH 4.ALL GLAZING WITHIN 195 OF FF TO BE TEMP. GL. C�� �.- 1 A I I I 5 d l n 15M/GO I I EXIST. I L- _ A-500 p A-500 I CL, I I O EXISTING BATHTUB ® 3'-jY2" NEW "V 3 . EGRESS NOTE: N III L---- I $ SHELVES TO BE I I SHOWER IN COMPLIANCE WITH NEW YORK STATE BUILDING F- I- 3-C�' 515 -O EXIST. CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF w III ----_ � REMOVED III I GARAGE EGRESS SHALL BE FOLLOWED: 1 111 11 EXISTING I B I I I Q 5 REPLACE NET CLEAR OPENINO........... 5.7 S.F. O I . WALLS I 2 3 m x VANITY `� / NET CLEAR HEIGHT............... 24" MINIMUM V 1TO BE 1 I O I I 5M/00 C NET CLEAR WIDTH................. 20" MINIMUM REMOVED II ILu o I1 I 3 1 \ WINDOW /DOOR FRAMING: Q I I I EXIST. I _ I MODIFIED f(1 O SEE PAGE A-100 FOR FRAMING o EXIST. MODIFIED p BEDROOM ELEMENTS AROUND DOORS AND KITCHEN I I 1 BEDROOM KIT HEN m WINDOWS (TYP. FOR ALL) U.O.N. I � I EXISTING GARAGE I 1 I w 1 I DOOR TO BE 1 NEW EXHAUST FAN SHALL BE INSTALLED WHERE REMOVED p O VENTILATION 15 NOT MET BY MEANS OF NATURAL I I I I ® II'I95" cV I 9'-3y4" C CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR REF SPACES AS PER NYS MECH. CODE SECTION 403.3.2.3; F-D ----- ---- --—- I=Lj I 3 j INSTALL AS PER MANU. SPECS ' M At Oy�X �I }�� SMOKE AND CARBON MONOXIDE MO L I T I O I PLAN`� G 3 2 A 3 2 Q Q NEW DBL. BARN DOOR OS DETECTORS: ✓ ��` �� 1p 1p TO REPLACE EXIST PROVIDE NEW INTERCONNECTING SMOKE e . „ _ , „ NATURAL LIGHT d R a a OVERHEAD DOOR. AND GO COMBINATION DETEGTOR5'W/ 10 �a�r'k, O SCALE: I/4 I -O x O x O OVERALL SIZE TO YEAR BATTERY BACK UP. VENTILATION l Q a p REMAIN 95'-O" WIDE X FLOOR AREA -T'-O" HIGH (10 S.F.MINS '76 S.F. Q '4 037405 0 % REQ. PS.F. LIGHTING;MIN. 9555 OF FLOOR AREA 6-15-F- 13.6 S.F. VENTILATION;MIN. 4% OF FLOOR 3.0 S.F. 12.5 S.F. AREAPROJECT: FRIEDMAN FIRST FLOOR PLAN GUEST HOUSE SCALE: 1/4" = 1'-0" 350 MACDONALD ROAD MATTITUCK, NY 11948 DRAWING TITLE: DEMOLITION PLAN FIRST FLOOR PLAN PAGE: A-300 DATE: 4/22/19 4 OF 5 f �4" FRESH AIR VENT i L THROUGH ROOF REPLACE ROOF .M --- -._ �" m. -me�_-e w - IL 5111 "1 MEMBRANE 1 � I _ k I Q I I I REPLACE SIDINGO AS NEEDED --- - _ 2 _ MODIFIED ALL PLUMBING WORK SHALL CONFORM TO j..."�. _ _ _�R— .._..__ -.•--- Qr 1 LOCAL PLUMB N6 CODE _- - _ FULL BATH EXIST. WOOD DECK �-- EXIST. WOOD p __._.._ _____.__� I TO REMAIN I DECK TO C EXIST. GLEAN O o O REMAIN O O N '� 1:211 OUT AS REOV LL EXIST. F.A.I. TO 1 REMAIN I -^— I SHOWER 2 G.O. W G.O. NEW HINGED BARN r_z4" GARAGE DOORS V L LJ w4" HOUSE ~ V v PROVIDE "ABE500 FF200 FR MAIN DRAIN = J SOUTHELEVATION (LEFT SIDE) EAST ELEVATION ON (FRONT) Q EXPANDING FOAM (NS EQUAL) � U —i N AT ALL PENETRATIONS IN FIRE � SCALE: 1/4° = I'-O" I RATED WALLS AND HOUSE TRAP Q SCALE: 1/4" = 1'-O" Q FLOOR5/GEILIN65. PRODUCT Q7 CONFORMS TO ASTM E 814, V ASTM E 84,AND UL 14'19 G.O. 4" TO 5EPTI05Y5TEM , EXIST. ROOF ---------------------------- ELEV. +18.1' IT FLUME31NO RISER - DRAIN !TASTE / VENT SCALE: NT5 REPLACE ROOF MEMBRANE _ IL O REPLACE SIDING AS NEEDED EXIST. WOOD DECK TO V REMAIN k O O Q O -- __--- EXIST. FIRST FLOOR FINIS FULL BATH MODIFIED ELEV. +2.6' a p NOTE. O ALL PLUMBING WORK IL SHALL CONFORM TO EXIST. GRADE LOCAL PLUMBING GODS ELEV. +0.0' qa NORTH ELEVATION (FRONT) 1�l�ST ELEVATION (fi�IO�T SIDS) u W SCALE: I/4" = I'-O" " 1 IU SHOWER EGEND 2 SCALE: 1/4" = 1'-O" �i `�_ \------- --------------{ ------I SUPPLYKATER HOTU CONNEC ..-..-.. GOLD WATER T TO SUPPLY Q EXIST. WATER j p SUPPLY 5Y5TEM 2 EXIST. R007I PROVIDE "ABE5G0 FP200 FR EXPANDING FOAM' (OR EQUAL) > ELEV, +18.1' Q AT ALL PENETRATIONS IN FIRE w 1 RATED WALL5 AND N i FLO0R5/0EILIN(55. PRODUCT CONFORMS TO ASTM E 814, j A5TM E 84, AND UL 14-79 D Ape PROV. NEW 4" M. p FORMBOARD B/W EXIST. RAFTER i CAVITIES; INSTALL ZATHEDRAI.�� NEW DRYWALL FINISH GEILIN6 f/ TO WATER 1 rSUPPLY U) EXIST. TOP FLATE&v .._.._.._..3 037405 ----- ELEV,*IOb' OFN 3 1 EXIST. WOOD DECK TO - FLUME31NO RISER — SUFFLY PROJECT: REMAIN °j SCALE: NT5 FRIEDMAN EXIST. FLOOR°IINISH EXIST. LIVING MODIFIED �--- ELEV++2.6' GUEST HOUSE ROOM BATHROOM NEW WOOD STEPS --� 350 MACDONALD ROAD EXIST. AVG- (.',-.APE MATTITUCK NY 11948 EXIST. SLAB ON EXI5T. FOUND. WALL ELEV*0.0' TREATED 2"X12" SILL &RADE ® EXIST. &AR•AGE FOR, CONTACT W/GONG. SEOTI ON A/A-500 DRAWING TITLE: ELEVATIONS SCALE II/4" = 1'-0" SECTIONS; DESIGN DETAILS SECTION N07E5 ; NEW SIDING NOTE: NEW ROOFING NOTE: t�3 TYPICAL EXTERIOR WALL CONSTRUCTION: 1 I. ALL EXIST. SIDING $ FOAM SHALL BE REMOVED O 1. ALL EXISTING ROOFING d BUILDING FELT SHALL • SEE NEW SIDING NOTE O PAGE: 2.INSTALL NEW 8" EXPOSURE GEMENT FIBER BE REMOVED UPON "TYVEK" HOUSE WRAP (OR EQUAL) A-400 BOARD LAP SIDING;FINISH TO MATCH MAIN 2.INSTALL NEW SHINGLES TO MATCH MAIN HOUSE • UPON 1/2" GDX PLYWD. 5HEATHIN6 HOUSE;OVER 3.INSTALL ICE AND WATER SHIELD FROM FASCIA (BLOCKING ® ALL PLYWD SEAMS) 5.1/2" R-5 RI61D FOAM IN5UL. - "FOAMULAR" BY UP TO 24" FROM INSIDE FACE OF STUD WALL • EXIST. WALL STUDS TO REMAIN; "OWENS GORNIN&" (OR EQUAL) OVER AND AT VALLEYS CONTRACTOR TO REPLACE AS DEEMED 4."TYVEK" HOUSE WRAP (OR EQUAL) 4.INSTALL I5# BUILDING FELT NECESSARY W/2"x6" STUDS ® 16" O.G. N 5. GAP 5HINGLE OVER RIDGE d HIPS (A5 REOV) • FILL EXIST. CAVITIES WITH BATT INSULATION; 5. INSTALL ALL PER MANY- SPEC.s 6.PROVIDE RIDGE VENT (A5 REOV) MAX. THICKNE55 AVAILABLE 6.PROVIDE ALL NECESSARY TRIM FOR PROPER 7, FLASH ALL VALLEYS • 5/8" 6 W YP5UM BD. ALL FINISH DATE: 4/22/19 INSTALLATION 5 OF 5 e>.INSTALL DRIP EDGE AS REQ'D 9. INSTALL ALL A5 PER MANU. 5PEG.'s f