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HomeMy WebLinkAbout43616-Z � 11FFOt,�CS Town of Southold 9/10/2020 P.O.Box 1179 53095 Main Rd ���►' o� }y Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41420 Date: 9/10/2020 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 3600 Little Neck Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.-9-13.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/29/2019 pursuant to which Building Permit No. 43616 dated 4/5/2019 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: additions and alterations, including second level bathroom, study and conditioned attic storage(not to be used for sleeping), to an existing single-family dwelling as applied for. The certificate is issued to Moeller,Linda&McMillen,David of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43616 1/24/2020 PLUMBERS CERTIFICATION DATED 7/31/2020 ntino Pl ing ho Signature TOWN OF SOUTH, OLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • -SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF TH(WORK AUTHORIZED) Permit#: 43616 Date: 4/5/2019 Permission is hereby granted to: Moeller, Linda 418DStSE Washington, DC 20003 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 3600 Little Neck Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-9-13.3 Pursuant to application dated 3/29/2019 and approved by the Building Inspector. To expire on 10/4/2020. Fees: CO ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $240.40 Total: $290.40 Building Inspector 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 9,19S7) non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15..00 Date. A I . 2C9 L 3 New Construction: Old or Pre-existing yBuilding:: � (check one) Location of Property: J�(n(�(� t—V 1"C-_-QC TZ4- U House No. p Street Hamlet Owner or Owners of Property: L..,)U 7Ac :D_/tJl Ds AA C 1 u-4-1—K-) Suffolk County Tax Map No 1000, Section JQ5 Block Lot l 3 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Tempora Certificate Final Certificate: (check one) Fee Submitted: $ i Applicant ignature jf S10 Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �� sean.devlinatown.southold.ny.us couff N, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Linda Moeller ' Address: 3600 Little Neck Rd city Cutchogue st- NY zip- 11935 Building Permit#, 43616 section. 103 Block: 9 Lot. 13.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Lademann Electric Inc License No: 4141-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1 st Floor Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat HW Duplec Recpt 37 Ceiling Fixtures 5 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 12 Smoke Detectors Main Panel A/C Condenser 2 Single Recpt 2 Recessed Fixtures 8 CO Detectors Sub Panel 60A A/C Blower 2 Range Recpt Bath Exhaust Fan 1 Pumps 2 Transformer Appliances Dryer Recpt Heat Lamp Time Clocks Disconnect Switches 2p Twist Lock Exit Fixtures Combo SD/CO 4 Other Equipment. Sub Panel 24 Circuits- 17 Used Notes Second Floor Renovation w/ Bathroom Inspector Signature: _ Date: January 24, 2020 S Devlin-Cert Electrical Compliance Form.xls pF S0�jyD� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Hill I BUILDING DEPARTMENT A U G - 3 2020 TOWN OF SOUTHOILD BUILDING DEPT. T EI CERTIFICATION Date: �l Building Permit No. Owner: /---/y4 (Please print)) Plumber: �aaeew'l"py / 1�lyl (Please print) I certify that the solder used in the water supply system contains less than 2/1 of 1% lead. (P ature) Sworn to before me this 3 day of U'�4� , 20 _ Notary Public, County L0miloldon Notary A'$. of New Yorj, No.01H06392"j,$uf}blk County Commission Expires Jia.3;2023 SOF So(/T�, # * TOWN OF SOUTHOLD BUILDING DEPT. courm,N- 765-1802 INSPEC 7, ROUGH 10-N [ ] FOUNDATION 1ST [ PLBG. [ ] ,oFOUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) _-_ _[_ ] =ELECTRICAL (FINAL) [ ] CODE VIOLATION ] CAULKING ' r REMARKS: fhww ky"s/ �' vl c _ Volv� DATE INSPECTOR OF SO//lho� l / � S # TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Ok DATE q141 IM INSPECTOR OF SOGTyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 IN S P ECT I O N� _= [ ] FOUNDATION 1-ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND _ [-_] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY " [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] RRE C/O REMARKS: 2 DATE INSPECTOR F lafs yO f # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PL13G. [ ] FOUNDATION 2ND [ ] ULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: @-Rw" ` y J4e DATEq4j,qjwj,,vINSPECTOR Fi S C H E -r -ri ENISINEERINO March 9, 2020 Town of Southold. 13uilfingDepartment AUG - 3 2020 Main Road Southold,NY 1197-1 RE, 36DO Little Neck Road �VV " - ^<� �' : -, •' I have inspected the insulation and to the best of my knowledge foundall in compliance with Building'Codes. East side: 8" (old timber) Lapolla FL 2000 4g closed cell spray foam:R-52 West side: 7.5" Lapolla FL 2000 4g closed cell spray foam: R-49 All exterior walls: 3.5" Lapolla FL 2000 4g closed cell spray foam; R-22.75 All finished sloped ceilings: 5.5" Lapolla FL 2000 4g closed cell spray foam; R-35.75 Sloped ceilings outside of kneewalls: 5.5" Lapolla FL500 open cell spray foam: R-35.75 Exterior gable wall: 3.5" Lapolla FL 2000 4g closed cell spray foam;R-22.75 International Fireproof Technology Inc.brand DC31S water based intumescent paint for foam plastics (fire retarder)covering areas of exposed foam in air handler access spaces. 1 certify the product used complies with IBC section 2603.4 and is an Alternative Barrier System in accordance with section R316.4 AN'^a i7�^"�",�/x�,}ti.Y .`*,• •`.:;:�`i.,_a ,t tJ��,'� ®F 113 / _ .. 7:�� -"r•"`'"' .,r'. �. ^ '�; ,',VAC,,.. - i �/ 52 BOARD CERTIFIED IN STRUCTURAL ENGINEERING aif35i=i9i-i f S5GtiETT9.)rE7Nf FiSGHETTYSN�i.t+tEERAMY�.�i7Pi 631 -7 r+5-2;3.5�R 1 725 H OEIAR "r ROAD S OUTHOL. D , NFw YORK 1 1 C3 7 1 - JH, — ENOLNEERINS March 9,2020 Town:of Southold n RuflOng Department - A U G - 3 2020 Main Road Southold,NY 119711 13Uf£,DII'ddi 1:3i:11':f'. RR: 3600 Little Neck Road I have inspected the insulation.and to the best of my knowledge found all in compliance with Building Codes. East side:8" (old timber) Lapolla FL 2000,4g closed cell spray foam:R-52 West side: 7.5°Lapolla FL 2000 4g closed cell spray foam: R-49 All exterior walls:3.5° Lapolla FL 2000 4g closed cell spray foam; R-22.75 All finished sloped ceilings: 5.5" Lapolla FL 2000 4g closed cell spray foam; R-35.75 Sloped ceilings outside of kneewalls: S.5"Lapolla FL500 open cell spray foam: R-35.75 Exterior gable wall: 3.5"Lapolla FL 2000 4g closed cell spray foam;R 22.75 International Fireproof Technology Inc.brand DC31S water based intumescent paint for foam plastics (fire retarder)covering areas of exposed foam in air handler access spaces. I certify the product used comp ies with IBC scion 2603.4 and is an Alternative Barrier System in accordance with section R316.4 Ne - e �o• Og25�® BOARD CERTIFIED IN STRUC-rURAL ENGINEERING a8®SEP!^I�.F]��tlETTI.S.l3I✓! F1��H£TS9EtiGIN�E 3lW�-L`�NI 53 3—7 r. P-sis4 `� G 5 HCl EIAR-r RCPA ® S 0 U -r H 0L-Dp N E:w Y 0 R K i 1 97 1 • • • • COMUMNTS FOUNDATION (IST � - ------------- 'FOUNDATION (2ND) ROUGHPLUMBINGr • t INSULATION PER N.Y-. STATE EN'ERGY • 1 WA ME EIMM- ON Ell iii�� 1� ��'��►11 • .1°_ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans X TEL: (631) 765-1802 Planning Board approval FAX: 631 765-95022/ Surve X Southoldt wnny.gov PERMIT NO. �J� �2 Check X Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 201 Mail to:Linda Moeller&David McMillen Disapproved a/c Box 202,Cutchogue NY 11935 Phone: 631-734-8713 Expiration 20 DBu I ctor MAR 2 9 2019 APPLICATION FOR BUILDING PERMIT .1 Date March 27 , 2019 TOWN OF 3OUTLiOLL INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit,to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances, building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) Box 202, Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Owners (a married couple) Name of owner of premises Linda Moeller and David McMillen (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.Peter Heard, License No. 14944-H Plumbers License No. Michael Cartier, License No. 48889mp Electricians License No.Laderman Electric, License No. 4141E Other Trade's License No. 1. Location of land on which proposed work will be done: 3600 Little Neck Road Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section X66 �63 Block 09.00 Lot 13.003 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 single family dwelling b. Intended use and occupancy single family dwelling (no change) 3. Nature of work(check which applicable): New Building Addition X* Alteration X** ReTair X** Removal Demolition Other Work *New dormer and code-compliant stairs,see accompanying Fischetti ar-5itectural drawings. r *Existing dormer,se tho d Town Property Card,Attachment 1,especially pages 1 &3,submitted witli this applicatiorl Description) 4. Estimated Cost MM,080 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor NA- single family If garage, number of cars 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 88' Rear 88' Depth 32' Height 22' Number of Stories 1.5 Dimensions of same structure with alterations or additions: Front 88' (no change)- : Rear g8'-(no change) Depth 32' (no change) Height 22' (no change) Number of Stories 1.5 (no change) 8. Dimensions of entire new construction: Front NA Rear NA Depth NA Height NA Number of Stories NA **Lot is triangular- 9. Size of lot: Front 497' Rear 598' Depth 701'at max see Attachment 2 Little Neck Roadside North lot border East Creek side** survey, 10. Date of Purchase August 1999 Name of Former Owner Doris Price Moeller Foster 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES X NO 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES NO X Linda Moeller and 3600 Little Neck Road 14.Names of Owner of premises David McMillen Address Box 202,Cutchogue Phone No. 631-734-8713 Name of Architect Joseph Fischetti,PE Address 13ox a outtTo`d Phone No 631-765-2954 Name of Contractor Peter Heard,President Address Box 356,Peconic Phone No. 631-477-8648 North Country Carpentry and Restoration 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and d�taiices to gope )ine� See Joseph Fische ti,PE survey dated 3/19/2019,sheet A-2 for fou dation plan.( copies subm a it his app ication). e a enz,LS surve dat d 9/19/2014 f r distan o roe Tn s. 1 copy s bmitted s ith thisO'dalted cati n 17. >s e�e�a>ion at any oint on property is ffT feet o�beloSv, iT SS1 provide`�opogcad ata on survey. See Benz Land Surveying Elevation ertificate,submitted to FEMA National Flood Insurance Program 10/31/2016.Detailed topographical/elevation data are provided on pages 2 and 5(1 copy submitted with this application as Attachment 2.) 18. Are there any covenants and restrictions with respect to this property?* YES x NO * IF YES, PROVIDE A COPY. *See Attachment 3,submitted with this application. STATE OF NEW YORK) SS: COUNTY 06&1 Linda Moeller./d David McMillen being duly sworn, deposes and says that(s)he is the applicant (Na e of individual signing contract)above named, (S)He is the Owners (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 ante= day of arG h 20J_9_ `TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK Notary �ublic QUALIFIED IN SUFFOLK COUNTY Signature6306900 pplicant(s) COMMISSION EXPIRES JUNE 30,2_Q� Weller McMillen building permit application: Attachment 2 a �pPAN,RT,yI w ND Sti��49 FEMA National Flood Insurance Program ELEVATION CERTIFICATE 3600 Little Neck Road ` Cutchogue FEMA Form 086-0-33(7/15) Replaces all previous editions. G16-2416 'U.S.DEPARTMENT OF HOMELAND SECURITY ' FEDERAL EMERGENCY MANAGEMENT AGENCY National Flood Insurance Program ELEVATION CERTIFICATE OMB Control Number:1660-0008 Expiration: 11/30/2018 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 David McMillien&Linda Moeller Policy Number: A2. Building Street Address(including Apt., Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No_3600 Little Neck Road Company NAIC Number: City Cutchogue State New York Zip Code 11935 A3. Property Description,(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) West side of Little Neck Road,845.15'south of Wilson Road. S.C.T.M.number 1000- 103-9- 13.3 A4. Building Use(e.g., Residential. Non-Residential,Addition,Accessory,etc.) A5. Latitude/Longitude: Lat. 410 00'42.64"N Long72°27'48.38")lorizontal Datum: NAD 1927 f@)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 2A(partial basement), 8(crawl space), I(slab) A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a)Square footage of crawlspace or enclosure(s) 1,675 sq ft a)Square footage of attached garage 214 sq ft b)Number of permanent flood openings in the o crawlspace b)Number of permanent flood openings crawlspace or enclosure(s)within 1.0 foot in the attached garage within 1.0 foot above adjacent grade 0 above adjacent grade 0 c)Total net area of flood openings in A8.b 0 sq in c)Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? OYes @)No d) Engineered flood openings? ©Yes (C)No j SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3.State Town of Southold,Comm.No.360813 Suffolk County New York B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel Effective/ B8. Flood Zone(s) B9. Base Flood Elevation(s) Revised Date (Zone AO,use base flood 36103 C 0164 H Sept.25,2009 Sept.25,2009 X 500 yr. depth n/a I B10.Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: Q FIS Profile @ FIRM 0 Community Determined Q Other/Source: I B11.Indicate elevation datum used for BFE in Item 69: Q NGVD 1929 @)NAVD 1988 Q Other/Source: I, B12.Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ( Yes @)No I Designation Date: C1 CBRS COPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl.Building elevations are based on: (_-)Construction Drawings* (J Building Under Construction' ®i Finished Construction A new Elevation Certificate will be required when construction of the building is complete. I i C2. Elevations:Zones Al-A30,AE,AH,A(with BFE),VE,V1430,V(with BFE),AR,ARIA,ARAE,AR/A1-A30,AR/AH,AR/AO.Complete I Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters., i Benchmark Utilized:NYDOT GPS Network&Reference Station Vertical Datum: NAVD'88 I Indicate elevation datum used for,the elevations in items a)through h)below. Q NGVD 1929 Q NAVD 1988 (�Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. i a) Top of bottom floor(including basement,crawlspace,or enclosure floor) - 1.0' (Gi eet Q meters b) Top of the next higher floor - 7.9' ©i feet Q meters c) Bottom of the lowest horizontal structural member(V Zones only) _ n/a @feet (_meters d) Attached garage(top of slab) - 6.2' @)feet Q meters I e) Lowest elevation of machinery or equipment servicing the building 4.9' feet (j meters (Describe type of equipment and location in Comments) - 0 Lowest adjacent(finished)grade next to building(LAG) _ 5'S1 @ feet Q meters j g) Highest adjacent(finished)grade next to building(HAG) - 6.7 @ feet C meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 5.5' ® • t meters fee structural support G I FEMA Form 086-0-33(7/15) Replaces all previous editions. Gr 16-2416 Page 2 of 6 ELEVATION CERTIFICATE, page 3 OMB Control Number: 16604008 Expiration: 11130/2018 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. 3600 Little Neck Road Policy Number: city Cutchogue State New York Zip Code 11935 Company NAIC Number: 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. I 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 Check here if attachments. provided by a licensed land surveyor? @Yes No �• P�`( J. Certifler's Name License Number Gary Benz 050829 Title Company Name * i Land Surveyor Benz Land Surveying I Address City State Zip Coded , � -' 12 Win Place Lake Grove NY 11755 �s�,fl 81120 16 v�� Sign Date 013 Telephone LANDS .r 631 648-9348 Copy all pages of this Elevation Certificate for(1)community official, (2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) The bottom floor(C2a)is a partical basement. This is the lowest subfloor. There is different elevations of crawlspaces and slabs. See photos section for a detail of the floor plan. The next higher floor(C2b)is the finished main floor at elevation 7.9'. The equipment is as follows: Oil tank in crawl space 4.9',exterior propane tank 6.0',hot water tank 6.1',furnace 6.3',electric panel 11.0'. The foundation wall is concrete block construction. Signature Date 10/31/2016 FEMA Form 086-0-33(7/15) Replaces all previous editions. G 16_2416 Page 3 of 6 BUILDING PHOTOGRAPHS 4 See instructions for Item A6. OMB Control Number: 1660-2018 ELEVATION CERTIFICATE page Expiration: 11/30/2018 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. 3600 Little Neck Road Policy Number: City State Zip Code 11935 Company NAIC Cutchogue New York Number: 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. front view 10/31/2016 f4 Now OMER " tIf close up view of front near lett side close up view of front near garage corner on right 1 E back view 10/31/2016 back view close up showing air vent(not included in A8b) ;y 3 /raLrc f r i" FEMA Form 086-0-33(7/15) Replaces all previous editions. cir Ci-7d is Pa(e 4 of 6 r BUILDING PHOTOGRAPHS ELEVATION CERTIFICATE, page 5 Continuation Page OMB Control Number. 1660-0008 Expiration: 11/3012018 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. 3600 Little Neck Road Policy Number: City State Zip Code Company NAIC Cutchogue New York 11935 Number: 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. FIRM map RA E _ � � . F TAN UAL ►HAN CE FLc�O� HA�?AR � �:_:;,t � ' L,�� � (EL Feet�t CRAWL SPACE inside garage.electric panel on back wall in view. EL. 6.2' _ (220 S.F.) ' ROOM ON SLAB EL. 6.2' - DIRT FLOOR (400 S.F.) ATTACHED BARN EL. 5.5' ——-- GARAGE ON SLAB (120 S.F.) EL. 6.2' (214 S.F.) CRAWL SPACE EL. 3.7' — —— ROOM ON SLAB (500 S.F-) EL. 6.2' (135 S.F.) PARTIAL .+ /► BASEMENT ' / EL. 1,0' (250 S.F.) ENCLOSED CRAWL SPACE PORCH EL 7.6' EL. S. NO ACCESS UNDER right view(looking toward the front 10/31/2016 (775 s.F.) (leo S.F.) g ( g ) exterior propane tank in view i`• 4 rr ' 1 .,, 7 u FEMA Form 086-0-33(7/15) Replaces all previous editions. G 16-2416 Page 5 of BUILDING PHOTOGRAPHS 6 Continuation Page OMB Control Number: 1660-0008 ELEVATION CERTIFICATE page 9 Expiration: 11/30/2018 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. 3600 Little Neck Road Policy Number: City State Zip Code Company NAIC Cutchogue New York 11935 Number: 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. attached old barn with dirt floor crawl space with oil tank in view crawl space and partial basement view crawl space �Inff, smaller crawl space over slab at elev 6.2' furnance in utility room near just left of garage s FEMA Form 086-0-33(7/15) Replaces all previous editions. �, f �_7d f Page 6 of 6 September 3, 2020 nD 1ECZ0V[E DD John Jarski Senior Building Inspector SEP 4 2020 Town of Southold 54375 Main Rd BUMDING DEPT. PO Box 1179 T'OV711C�.6311,'17HOLD Southold, NY 11971 Dear Mr. Jarski, This letter is in reference to the renovation conducted under building permit#43616, at 3600 Little Neck Road in Cutchogue, NY 11935. The "conditioned space" on the second floor will not be used for bedrooms. We are both retired researchers. We have accumulated substantial quantities of books and research papers. Those two attic spaces will provide a place where we can keep our books and papers, and where we can search through the boxes of papers as efficiently as possible. We had the space insulated and finished to ensure stable heat and humidity. As you know, stable heat and humidity is beneficial to the long-term storage of paper documents. We made no attempt in the renovation to make those spaces into "rooms" by increasing the height of the roof. Our intent is'only to make use of the space that is available for the safe and orderly long-term storage of books and paper documents. We plan to install a small, low "farmhouse sink" in the north west corner of the conditioned storage space. Because they are relatively deep, a farmhouse sink will allow us to conveniently wash glasses and cups, and to prepare tea and coffee, without going between the first floor and second floor, and without cluttering the bathroom. We apologize for any confusion our plans may have caused for you. Sincerely, Linda oeller a David McMillen 3600 Little Neck Road Cutchogue, NY 11935 631-734-6628 a c '. CC# : C19-12346 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 03/30/1990 under Liber D00011043 and Page 301 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 03/14/2019 SUFFOLK COUNTY CLERK JUDITH A.PASCALE . r SEAL • 11U4�P��1 DECLARATION OF COVENANTS AND RESTRICTIONS DECLARATION made this 300 day of `�Cdk) , 1990 b � y DORIS P. POSTER, residing ?► 1+ 00 Little Neck Road, Cutchogue , New York 11935, hereinafter referred to as "Declarant' . DISTRICT 1000 WITNESSETH : SECTION 103.00 WHEREAS, Declarant is the owner in fee simple of a certain parcel BLOCK of land situate at Cutchogue, Town of Southold, County of Suffolk and 09.00 State of New York , containing 8.5 acres, and designated on the Suffolk 11011 County Tax flap as District 1000, Section 103, Block 09 , and Lot 013.000 ULM, And referred to herein as the 'premises' . � 1rts+ �t WHEREAS, the Declarant intends to subdivide said premises for residential purposes and desires to subject said premises to certain reservations, restrictions, conditions , coycnante and agtesments. MAp 84 Mo NOW THEREFORE, the Declarant does hereby declare that the aforesaid / premises and every portion thereof is hereby held and shall be conveyed subject to the conditione, covenants and restrictions hereinafter set forth, and that every purchaser of said premises so purchased shall be held subject to the covenants, conditions , and restrictions hereinafter not tortn. 1 . No lot line shall be changed in any manner at any future date •� unless authoriasd by the Town of Southold Planning Board. 1 . Clearing and grading withi++ each lot shall be limited to that necessary for siting and constructing a house with the intent of preserving as much of the natural vegetation on the site as possible. n� 1144361302 3. The e„ihst ing building■ on Got T, a barn and a shed, shall not be used for living quarters. 4. There shall be no further subdivision of Lotti 1 to 3, inclusive, at any future date unless authorised by the Town of Southold Planning Board. 5. No new residential structure shall be constructed or ntherwise located within 75 feet of the upland edge. 5. No new sanitary disposal facility shall be constructed or otherwise located within 100 feet of the upland edge. 7 . No stormwatec runoff resulting from the development and improvement of this subdivision or any of it■ lots shall be discharged into the adjoining bodies of nater and the tidal wetlands within. 8. Erosion and sediment control measures shall be required during and immediately after construction on each lot to insure that stormwater runoff will not carry eroded and other deleterious materials into Eugene's Creek and the tidal wetlands bordering the Crepk. 9. A strip of land 8 .75 fc^' wide along the frontage of the property on Little Neck Road shall be offered for dedication for highway widening purposes to bring the road up to modern right-of-way width standards. 10. These covenants and restrictions can be modified only at the request of the then owner of the premises with the approval of a majority plus one of the Planning Board of the Town of Southold after a public hearing. Adjoining property owners shall be entitled to notice of such public hearing but their consent to such modification shall not be required. 110A3PU�iQ3 11 . These covenants will ►,d effective only at such time as the Southold Town Planning Board endorses the subdivision map and, if this map is required by the Southold Town Planning Board to be filed with the Suffolk county clerk, only at such time as said map is accepted by and filed with the Suffolk County Clerk , 12 . That all of the covenants, conditions and restrictions contained herein shall be construed as real covenants gunning with the land and shall continue and remain in full force and effect at all times as against the owner of the promisee or any portion thereof , except with the pnrmissi— •--f the Southold Town Planning Board, or its then equivalent successor. Said covenants, conditions and restrictions shall be binding upon, inure to the benefit of and be enforceable by the Declarant, her heirs, successors and assigns, any owner of any portion of the aforesaid premises, their heirs, successors and assigns, and the Town of Southold, and its successors and assigns, and the failure of any of the foregoing to enforce any of such covenants, conditions and restrictions shall in no event be deemed a waiver of the right to do so thereafter . IN WITNESS WHEREOF, this indantur• has been executed the day and year first above written. Doris P. Poster STATE 0! NEW YORK) } an. : COUNTY OE 8U!►PO x) On the %3®O"day of '� , 1990, before me personally came DORIS P. POSTER, to me known to be the individual described in and who executed the foregoing instrument, and acknowledged that she executed the same. Mary rubnc A 11443P6304 �N w r C . Yl W � EDSONM1.11RRoad P.O, Box 1466 Southold, NY 11971 Scott A. Russell d�10SOFFQ/S' ST(01[k1\\ 1 WAT)E1K �A\(Gl)E MI]ENT SUPERVISOR I��][A\I� � z SOUT.HOLDTOWN BALL-P.O.Box 1179 06Town of'Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' o� CHAPTER 236 - ST®RMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES TIUS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑[3—A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ® BIB. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑C✓(C, Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. aD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. [O"E. Site preparation within the one-hundred-year floodplain as depicted �/ on FIRM Map of any watercourse. ®�F, Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Cbapter 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 witlyour Building Permit Application. S.Co.T.M. #: 1000 Date- APPLICANT ate APPLICANT• (Property Owner,Design Professional Agent,AAContractor.Other) 1 o g District JW MA dw� 1 r'00 13 fad r NAME: ection Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Information (10 51_T9+ Reviewed By: ' �7 Da Property Address /Location of Construction Work: —E�'Approved for processing Building Permit. (eao ` p.� J _ — Stormwater Management Control Plan Not Required. rrllwto 3Zii�'fJ�4�i y 1155 El Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM 4' SMCP-TOS MAY 2014 �.of fO1K BUILDING DEPARTMENT- Electrical Inspector c4r�y TOWN OF SOUTHOLD x Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert@town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name- VOA J ,JA- Name: License No.: �11,41 I email: ® t s Address: /6 aS fit' ✓ f'c �'d Phone No.: - 7 JOB SITE INFORMATION: (Ali information Required) Name: Address: Cross Street: r� Phone No.: a - Bidg.Permit#: '' �}?1 / email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) ^'�( J00 Circle All That Apply= YES NO CRough In Final Is job ready for inspection?: Do you need a Temp Certificate?: YES Issued On Temp lnformation: (All information required) Service Size 1 Ph 3 Ph Size: = # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Se.rQvice? Y N N / Additional Information: a El, 4 - PAYMENT DUE WITH APPLICATION TD 82-Request for inspection ForrnAs Town Hall Annex ,'mss Telephone(631)765-1802 54375 Main Road t Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 '. # . BUILDING-DEPARTMENT NOTICE OF-UTILIZATION OF-TRUSS TYPE=-CONSTRUCTION PRE-ENGINEERED'. _,WOOD CONSTRUCTION ANDIOR TIMBERCONSTRUCTION:W ' Dates -94 49<mt moi', -201 1 Owner-:. .,)f, s * #Pa-14L 4 f I Location of Property:..,,-.31,,,,t90- _L.t_T4G _, �� _ p. GU r�fz�cc� Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure i 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): Licjoft-_ �p, , Capacity(check applicable line): -�� Owners Owner,representative TrussReg15.docx Effective 1/1/2015 ---- - 6" DIAMETER REFLECTIVE WHITE s REFLECTIVE RED , PANTONE #187 b 7, �S t # 2 :s a 1(4 r• 1/211 ►T , OKE ; The construction type designation shall be 4g99 SAll?v 4611'1ee� AqV"or AAV» to indicate the construction classification of the structure under DES1 'T1,00 ,FJOR STRU►CTURA section 602 of the BC.NYS C!(11�1PONENT`S THAT ARE OF TRUE$:'TYPE''Cf NSTRUCTI ON, tiF"77 FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS ROOF FRAMING Sul DIN" iiFR" FLOOR AN[) ROOF FRAMING STANDARDS AND CODES bF NE AUG 2 9 2019 Towel bar = `� -kI 05 fin wall 12 4 42 grab bar width(min.) 33 shower width � SIO V.rtio 162 seat grab JOSEPH FISCHETTI Grab bar baz, Professional Engineer Paper 1725 Hobart Rd. holder below Southold,NY,11971 631-765-2954 d ° Drop down seat. Toto Teakworks4u CUSTOMER: CST614CE T20 Moeller Residence SHOWER Cutchogue,NY 3 Grab r , 3 24"wide x 15"h ,o interior window No � 60 y (� a, DRAWN BY: Toto LT643 set in floating W CLS marble top. Details TBD. p4LLDATE: +1 Dimensions sl are subject to 8.13.19 change SCALE: l n - 1'-o" z + Vertical DA 29%DN5,512E DESIGNATIONS DESIGNATIONS_ VERMCATION grab bar \Showerhead ONJOBSUMDADJUSIMEM70FIT NDIDONS. and shower OB OD controls TIE5DRAWINGI5ANAR7Z= W THIMWATION OF THE GENERAL APPEARANCEOPTIMMSIGN MISNOf MEANM BRAN EXAMEMMON. DRAWING: Bathroom Plan 1 THE AREA OF THIS PROPERTY IS 143,33B S.F. OR 3.29 ACRES S.C.T.M. N 0. UPLAND AREA OF THIS PROPERTY IS APPROXIMATELY 44,275 S.F. OR 1.02 ACRES WILSON ROAD 1000 - 103 - 9 - 13.3 C.M- SURVEY OF: LOT 3 Q) MAP OF DORIS MOELLER FOSTER k6 MAY 21, 1990 - AS No. 8941 O � . O SITUATED IN: CUTCHOGUE C.M SUFFOLK COUNTY, NEW YORK o TOWN OF: SOUTHOLD d' o DATE: 9/19/2014 Q) � JOB NO. G14-0791 u�J�Q�LrLJ LOT 2 x co SCALE: 1" = 40' LJ�J LrZJ �� �' POST & WIRE FENCE 1 C7�'00 0 5 N C.M. N 81'03 00 E, SET, STAKE 7.6'W SETS 0 6•N STAKE -C.M. STAKE 0,1'N O ASPHALT J O LOT 3 APRON 0 PROPANE M 4• TANK UTILITY OPOLES O N 30.2' CONC.� ri oIc 0 Z 1z.o' #3600 N 38.1' -C.M. 9.8' 1%2 STORY D' GRAVEL DRIVE oXN FRAME 7 1•N � -SET iv x ASPHALT 410.0'00, 0 C.M. N DWELLING 3' PICKET FENCE APRON \ 4.1 °r CONC. I / rSTEPS„ \ 4.2' CV N 81-03'004.2'\ 4.2' 40.7' . CELLAR) M DOORS 0 o0 �'•. ' /. .\ / j� 18.3 - 3' PICKET FENCE DATE REVISIONS . '�..J S7• /' `WOOD �s"p, ' • .' ' ' .' :'/.' .' . ' . ' . ' .' .' .' .' .' ' .' . ' • .' • .' • .' .' • STEPS .. 0 GUARANTEES INDICATED SHALL RUN Q sts ONLY TO THE PERSON FOR WHOM THE .•MARSH LAND , . . . , UPLAND Q SURVEY IS PREPARED AND/OR AGENCY, !y j ' ( ..' .. ��.- " \ UTILITY O AND ARE NOT TRANSFERABLE. N � POLES � L.L s?ter 7 j. -- `.� G.WIREJ S 3.9'W Y CERTIFIED TO: //.. \ i�. �,\ V David McMillen S S \ i. W �.' / �.' ' / %' •' LZ Linda Moeller 1 .' •'. x At ;\ , • • / I WA TER '\ . . . . \ a W /. LLJ . R /. / \ x 8\' / / / /.'' ' ' ` THE EXISTENCE OF RIGHTS OF WAY AND OR 8 I EASEMENTS OF RECORD IF ANY N / / I x NOT SHOWN ,AV :.' / >, ARE NOT GUARANTEED. UNAUTHORIZED ALTERATION OR ADDITION TO (96!S23 ,, / I x W THIS SURVEY IS A VIOLATION OF SECTION 9 /•', ' '.' 7209 OF THE NEW YORK STATE EDUCATION �Q' Lji '`'.• �' MARSH LAND.' LAW. COPIES OF THIS SURVEY MAP NOT BEARING W THE LAND SURVEYOR'S INKED SEAL OR 6`y• / I W I EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. FqS >7,38., .. , .. , .. .. , ..'• ..' ..' I 'k;x S ORFF . I a wx �j 7�9+ �'' n - ay //' 9 52,0 „ 08, LIC. 050829 `END OF GARY BENZ T PAVEMENT L.S. Surveying and Land Planning 24 Shorehaven Blvd. IN. Ronkonkoma, N.Y. 11779 (631) 648-9348 GaryBenzLS@Yahoo.com V) Z O �-- W O J A � � H �4 B U' V Z 26 p w w z Z ^ I w w � a H c� a V I' BLOCK FOUNDATION w C I I o � I I V 0 Qo �•• 04 1 1 L N N O I 00 M 1 .4X6 GIRDER' 4X6 GIRDER 4X6 GIRDER - - �. N S I \ r,r N AU` 20 3'-8"h DUTCH WALL - 4X6 GIRDERS -. - .- �- -•-� ,. . - ~-4X6 GIRDER 07J O '. 1 Lo , I 4X6 GIRDER '. ; 4X6 GIRDER 4X6 GIRDER. . 1 'x z 1 V/ Z Z r' I i I w 0 N U X ' I Zpp = � I 2 cy) u, n: Oco I I I I I I I w U) I 1 ILJL I 1 ---- Ory I yj I 1 FOUNDATION PLAN _ B � c� SCALE: 1/4" = 1'-0" 26 ® ' DRAWN BY: IF 8/20/2020 SCALE: SEE PLAN C k7- MU,,o y SHEET NO: ,r OF r. Z . O a/ U WZAP4 EX. STABLE W O J IIIIIIIII 2B6 --',IIIIII'IIIIIII' ----- NvJ Op.pZ�.r oUW�EO ------- zPV..4w., OUzWA E ------------------------------------------ ------------------------------------------ EX. SITTING ROOM EX. BEDROOM fh EX. STORAGE EX. MASTER BEDROOM 13'-6Y2" -------------------------------------------- EX. BATH ------------------------------------ W-� o 2X101II� IIII (CD16"OC SISTER TO EXIST.JOISTS IIIIII ' IIIII III IIIII IIII I1IIIII1III,I'I I1III I IIIIIIIIIIII IIIIIIIIIIII IIIIIIIIIIII 9'-711 EX. LYING ROOM 131-811 ! EX. SUNROOM EX.STAIR -21 EX. BATH NEW STAIR EXIST UTILITY 77 ROOM 21-011 5/8"TYPE-X FIRE FATED SHEETROCK AS REQUIRED BY CODE I II ♦ I EX. STORAGE EX. DINING ROOM EX. KITCHEN Y EX. STORAGE EX.LAUNDRY ROOM I I EX. GA�AG E , I \ W ' W I I I I -� z I I ' ------------ '---------- ' ---- ------ CD z co Z U-) I I I 1 EX. ENTRY w0 N A J xLo 2 ------- Q O O co I I I z I I I 1 I I 1 ST. FLOOR PLAN ccocc0CD w c/) SCALE: 1/4" = 1'-0" u- 0 li I I B 26 yj DRAWN BY: JF 8/20/2020 SCALE: SEE PLAN SHEET NO: 0 o ------------------------------ < w I 1 cv U W ^ 1 , I I 1 , I , 1 , y A I , I ' C1� U W I 1 I I p W w z Z I W EGGRESRES S � ; W -------------------------------------------------- a REPLACE EXISTING WINDOW EXISTING DORMER uM" ' W H ' H O x w SLOPED F�v l � W 5'-611± CEILING Z �-.4 r , I oFq V ' O - ------------------------------------------ ; - 0 I ® I I �— y I aI +1 ---------------------------- 0 BATH - STUDY '° POST co TO RIDGEco v X I N I I i I JJJJ• I I � I I NEW 2X6 WALL w/(2)9-1/2 LVL ABOVE CONDITIONED SPACE 2'-6" �D ' �� ♦�/ � I I I � � I I � � I I I � , 1 I I EXISTING / TEMPERED LU CHIMNEY , (2)2X8 HDR A31 OLI I I I I I I I I I ---------------------------- 9'-10" I i� W It I W , —� Z fA I � ----------------------------------------------------- ----------------------- -------------------- ------------------------------------ -------------------------------- Z I I I W (.i) I I nN ' QQO (c) I I I 1 I I I I ----------------------- 0 I O c0 I , I I v'^ � I W , I I LL n.. vi 2ND FLOOR PLAN SCALE: 1/4" = 1'-0" DRAWN BY: JF 8/20/2020 SCALE: SEE PLAN Co0� SHEET NO: n ` � ��`',a ��°• 0525{°a �� f v 6a 6 I w-- �i S t\° ��,� cn � � s Aft ost of) rD✓e a �'- r ✓ w -----I 1 --------------------------- P4 oC U w • I 1 1 ' ' 1 1 I ' w ' w 1 I I 1 , 1 � • • • w P4 26 (� w 1 I I CXW235 Z W EGRESS ---------------------I------------------ ----------------- A 'I , REPLACE EXISTING WIND O EXISTING DORMER , r�'I a Q I � I 1 w LOPED ' Z ^ V CEILING 5 ___________ o I , I - , I ------- - - - - -- ------ ------------------------- r-------------- -------------- --------------- POST ------------- I fly I I ' , , I I I I , i I I I 1 OST U POST TO 0 TO RIDGE `° RIDGE VN I I U I I Q x 4'-11'/4' N I 1 I I 1 I I I 1 1 , I 1 , , I I ' r ---'----NEW 2X6 WALL wl(2)9-1/2 LVL ABOVE --�- 1 I - I v 2,�"tK�N N I I II 1 I I I I 1 X v, ' 1 . W� i 1 I 1 CAB \ 1 I I 1 I I I I VERIFY HEIGHTS FOR I �y ELEVATOR.REQUIRED DJUST AS REQUIRED ; x TEMPERED C (2)2X8 HDR A31 10 � "� 1 J'� r OL ----------------------- 9'-10" 3'-10'/2" 9'-11 Y2" 3'-8'/2' 5'-23/4' W 00 Z Z Lo Z T— W c� p N LI I I I 1 1 1 1 Q O c4 1 n rI �, O I— 2 1 �� o T— --------------------- O I ' Towel bar LL ---------------- ------- i? grab bar wid It(rnin.) f ' k�" —� ;33 01LM14::vL'.idt C)�crcyl� 'r " f.`r}` t', 161' seat grab _s�J JOSEPH FISCHETTI ^?> wig Grab bar gbar --- I Professional EngineerIt --------• Paper 1725 Hobart Rd. , 2ND FLOOR PLAN 2 6 ( holder below ! t Southold, 5-2 119X 1 631-765-2954 SCALE: 1/4" = 1'-0" �= Drop down seat. I I eakworks4u CUSTOMER: Residence 11 CST644{E T20 I Cutchogue,NY DRAWN BY: IF SHOWER Grab bar Z 24"wide x 15"h ,a interior window 3/14/2019 DRAWN BY: Toto LT643 w { n set in floating �+ CLS marble top. SCALE: SEE PLAN r. Details TBD. '' �' , DATE: Dimensions shown are subject to 8.13.19 change SCALE: SHEET N O: AUG - 3 2020 " i Vertical ALL U1MFNS1ON5,SMLXN(NA77CME ``T r GrVEN ARE S11SMMO VERMCATION grab bar Shower head toea7rAND AV%MMDM70ffr and shower controls a n Is nxAwwc Is AN A><77slrc QJ7TARATAnONOF D6510y.IT L O APPEARANCE AN FX�ltr ISNOT MRANI'TDRF AN F.%ACf RFNINIlON. DRAWING: Bathroom Plan L November 2,2018 1190 Arrowhead Lane, Peconic Building Inspector Town of Southold Main Road Southold,NY 11971 ATT:Amanda Dear Amanda, Regarding the Plans submitted for the alterations for 3600 Little Neck Road in Cutchogue Please add this letter as part of the plan submission. The existing 2nd floor room that will have heat added,the new stairway to 2nd floor and the proposed elevator shaft will need to comply with the prescriptive insulation required in the 2015 IECC values in Table R402.1.2 Walls R20 Ceiling R49 Floor R19 . r BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOBEPH(Q FIBCH ETTI.COM FIB CHETTIENGINECR ING.00M 63 1 -765-2954 1 725 H O B A R T ROAD S O U T H O L D , N E w YORK 1 1 97 1 APPROVED AS NOTED DATE: J B.P.# -3(tz Ar FEE:--t?-q D BY: NOTIFY BUILDING DEPA TAT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TbdO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST O BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. U w o. . NEW DORMER ( 1 Caaicnui �i�Al1i m��OS F®C QGYft7 r 1 HllIQS < i--i -1� [�: JO SNOIlIdNO0 (7N`d a3aiICl03a Sb � E--, Z S3000 NMOl '8 31VIS >IHOA M3N Q; W d0 S3000 ll`d H11M JIIdWOC < �D ,l a OCCUPANCY OR Z �.4 � USE IS UNLAWFUL o O u WITHOUT CERTIFICATE cn OF OCCUPANCY ' RETAIN STORM WATER RUNOFF —------ _______-___..__ _-_ ._.....___-._ ._ . _ .. ._.._.___.__.___._______._______._.___._________, _________—___ _. ___ _ _ _______-___._____ a PURSUANT TO CHAPTER 236 I OF THE TOWN CODE. FRONT ELEVATION SCALE: 1/4" = V-0" ELE RICAL INSP'E`CTION REQUIRED C!LJ� fl(ln , OVJ ru, o D'^ s NEW DORMER ,. _Z z(Ilk � J `x c) 0N Q z00 � 00 e— 0 Fn O ZU. r (n cc 0 c0 Lt_ vJ 0 {✓ri `Lu -- -------------------------- -- ------------- -------------------------------- -- ------- - -------------------------------- ---------------- ---- --- - - - --- - ---------------- ----------------------- - -------- — - -- - . - RIGHT ELEVATION DRAWN BY: JF SCALE: 1/4" = V-0" 3/14/2019 SCALE: SEE PLAN SHEET NO: D , D 0 TOWN 07 SOUTz 7' z O W Z �D �-- w Z O B cn w Z 26 Z � w I I c� a0 2t�'1 rE-q ZZ � V, U BLOCK FOUNDATION o E-q I � I O O �o U X .: U t N N Q io I 4X6 GIRDER' 4X6 GIRDER , '4X6 GIRDER LL ' — — — - - - - - - — - — — _LL . - - - - 1 I x 5'-33/ZZIXI „ 3'-8"h DUTCH WALL .'4X6 GIRDER 4X6 GIRDER , :. ELE OR 0 #4 BAR LL ------ 12 PI IF , ZD : 11 . . Lu OL 1 CONAG. w 1 " / 6 — — — - .:. ' — —'- — - - - ", - — -. (2)#4REBAR .4X6 GIRDER 4X6 GIRDER.. 4X6 GIRDER. 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STORAGE EX. LAUNDRY ROOM EX. GARAGE w w I I z 1 ' I I I 1 I — I U d' I------------ ---------- Z I I I I l EX. ENTRY J 0 N A Lo 2 1l/4 I ' ' I I I I I I .- O f I I I co I I I O I I I U) 0 co 1ST. FLOOR PLAN �'�e- w U SCALE: 1/4" = 1'-0" - U �s L- 1" O I EBI ------- 2 6 l C.V DRAWN BY: JF 3/14/2019 SCALE: SEE PLAN SHEET NO: o oea 0 V. Z � 5 _______________________________ \n I I 4EGRESS �viz 0 1 11 ; A REPL E EXISTING WINDOW EXISTING DORMER a 2Ln i 0 w SLOPED ' F--i x • CEILING Z ;,-4 (n H O ®1 I 1 --------------------------------------------------------------------------------------------------- I l' V M J I I I ----------------------------- POST U POST TO TO RIDGE C° RIDGE ; V � I I I I N 4'-11'/4' 1 � I I , ' I I I , I I 1 I - I 1 I I ' ' I ' - N EN 2X6 WALL w/(2)9-1/2 LVL ABOVE I , I 1 I I N I I I i T I 3 "X48' V, 1 ELEVA`fOR VERIFY HEIGHTS FOR ; I 1 i I , ELEVATOR.ADJUST , AS REQUIRED 1 1� TEMPERED (2)2X8 HDR A31 I I CN _ ryI I ' o -- 9'-111/2"---------- -- — 3'-81/21 5'-23/4" W -- co W 1 I I F ' 7 ' z z (D .V / I ' _------------------------------- -I --------------- _______ _ ----------------- _______________ ________________ _---------------------- 1 I o) I LoN I 1 I I 1 I I 1 1 1 1 I 1 1 p O cfl 1 1 I O M I I 1 1 I 1 1 1 r - ------------------ Q :D I I 1 v) OI 1 I 1 V) I I W 1 I I LL I el fc' Q) I Lrp 2ND FLOOR PLAN SCALE: 1/4" = 1'-01' 4 J DRAWN BY: JF 3/14/2019 SCALE: SEE PLAN SHEET NO: o 4 Vol Z ci� U w z p w z i Z 26 I < a j t w a o Z U I j j — - ---------- (3)1-3/4X11-7/8 ML w/(2)3/8"STEEL PLATES UNDER EXISTING RIDGE 7t ! ----------------------- -.....-._....... _............_.._._..-------- I 12 I ! ! I I I ( ! w 2.1Q ( ! ! --------------- -'---_ ! I ! _N I i I I ! x I I ! I ! N ..............._..... - -- -------------------- OL ry I -�' Z ! ! (D Z TLo z � V J _.. __--------- I ! I ( Lo CU ! Zm = f` I I O ! A ! - ----------- 2 - -- - iI ! I r.a yj.. .------------------._ .............. l ROOF PLANd `o B SCALE: 1/4" = 1'-0" `� 26 DRAWN BY: JF 3/14/2019 SCALE: SEE PLAN SHEET NO: o 2" 2„ F b 1J f t ]I--`7F_7_1771== 1 � ( t o 1 � 1 I I t o I I •• I I 1 C..-_���—=JC-J�--=JC��_; FASTENERTYPE: SPACING: I I No.8WOOD-SCREW BASED ANCHOR WITH 16"OC 21n.EMBEDMENT LENGTH 1 1 1 I 12 • � ( 1 Ill i •I r1lJI, • • •• / I • I • OCOC��[_-__' No.10 WOOD-SCREWS I ( ( 1 \I I I \ V ' \ I I I ( "----��-- BASED ANCHOR WITH 16"OC I I 1 I ( ( ( ]f____7C =__7C _1= __f-=1- 6 21n.EMBEDMENT LENGTH I I I I I 1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"OC I — I — I I I — l �.. 21n.EMBEDMENT LENGTHcc • ` I I ` I I • ` I I ` I I - - Jr -._:Ic-__�r.-_--_-:,. I1 I I I __�===_--_ W O I • I 1 3/4"APA PLYWOOD 1 i SHEATHING , - !L--LJ=== � Z j 11 \ \ I I 1/2"APA RATED SHEATHING I , \ I. A OG ��=1-7 ��� b [ GRADE PLYWOOD I I (d?' Z 0 1 1 I I I 1 I (ALTERNATMVE:7/16"O.S.B.) a I} I \ / • I I /•• II \ • I 1 / • 7,'/-$R� _rC_1�.. f� W T / 1/2"APA RATED SHEATHING I I I ( I I ---'JLC[---�[--�����L I I GRADE PLYWOOD [—� ]� I ) I I (ALTERNATMVE:7/16"O.S.B.) e I I I O ( I ( I - - - 1 2X6 FJ @16"OC - – – - �j I I Q o FASTENER TYPE: SPACING: 'I I I ( s I I l I I ® 1■"' wE� No.B WOOD-SCREW BASED ANCHOR WITH SO"OC • ( [ 1 ( [ O • / I • I I I e• 'I I • ,I I • WINDOW SILL 21n.EMBEDMENT LENGTH TYPICAL WINDOW OPENING No.10 ANCHOR WITH BASED ANCHOR WITH 12"OC / PANEL SPAN EQUAL OR SMALLER tin.EMBEDMENT LENGTH I f II I (1 j II I I ( � I I I I THAN 4 FEET1/41n BASE dia. HORWIT I I I I I I I ( I BASED ANCHOR WITH 16"OC 0 I I • 1 1 `l 0 tin.EMBEDMENT LENGTH i — I — i i i � � TYPICAL DOOR OPENING I o �� x PANEL SPAN GREATER THAN 4 FEET FASTENERTYPe svaavG: MULTIPLE PLYWOOD ASSEMBLIES I I 1 2-2X4 DF#2 STUDS CONNECTED No.8 WOOD-SCREW I AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL 0 V Q BASED ANCHOR WITH 8"OC THAN 6 FEET OR GALVID NUT BOLTS W/WASHERS I I AND NUTS @ 2'-0"O.C. tin.EMBEDMENT LENGTH No.10 WOOD-SCREWS I I O TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"OC tin.EMBEDMENT LENGTH I ® Z PANEL SPAN GREATER THAN 6 FEEL I I cn LASE dia.ANCHOR REW WITH AND EQUAL OR SMALLER BASED ANCHOR WITH 16"oc I I THAN 8 FEET 2in.EMBEDMENT LENGTH I I WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) 2X10 FJ @16"OC WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL f 4Xs CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ',r \'',I. GIRDER ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. LOCUST " �I I HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. POST (,I °I DUTCH WALL i _..---.--- -.--1---- --..___. L CONC. BLK. -- -- 1 - �-,--- -�- ! T------� - I (3) 1-3/4X11-7/8 ML -I -- —-' — - — 1— —� -- --— w/ (2) 3/8 STEEL 7 -- - ------------ - - 12 - D D p p p D 2.1 I•� d p d p - d d p - d p d p • d p d p • d p d o • d p d d d p - p p 0 X12 RR @1611OC h' 12 0 2 4 6 SECTION A—A 2X8 CJ @16" OC ' F RRA 2 6 SCALE: 3/8" = 1'-0" (2) 9-1/2 LVL PROPOSED DORMER FOR STAIRWAY o— NEW 2X6 WALL W = — — — 2ND. FLOOR Z N co z Lb iCi W cfl 0 CV 12 J X J LO 6 NEW 11-7/8 TJI FJ @16"OC Z 0 - - - - - - - - - - - -3/4 SUBFLOOR - - - - - - - - - I m ti - - - - - - - - - - - - - - - - - - - - - - - - - -�- - NEW 11-7/8" FJ •— 0 F-- EX. 2X6 I EX. 2X6 FJ EXISTING 2X6 FJ W �' - IL 0 1 ST. FLOOR a J v P � y 14 � G G G G Q A•' C D Q D DRAWN BY: IF EX. 2X10 FJ CAMBRIDGE ELEVATING CO. 3�14�G019 MODEL ELMIRA 90deg CAB PH. 800-265-3579 ELEVATOR SIZE, FRAMING, MODEL,etc 36"X48" TO BE VERIFIED AT TIME OF ELEVATOR SCALE: SEE PLAN CONSTRUCTION. MODEL FOR CAB BID ONLY. CONTRACTOR TO CONSTRUCT ELEVATOR SHAFT PER MFGRS INSTRUCTIONS. SHEET N O. ELEVATOR TO BE PROVIDED AND INSTALLED D v D o p BY ALL-ISLAND ELEVATOR CO. PH.631-723-1500 WEB:http://www.allislandelevator.com B SECTION B—B ELEVATOR SECTION 2 6 SCALE: 3/8" = 1'-0" O WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS 100 RAFTER WALL STUD ENDWALL CRIPPLE STUD t /)BOTTOM PLATE v ,RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL O RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS, ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADSS HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE 10 EACH RAFTER2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. i..�.� ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24"OC �°�"� O WALL STUD < THROUGH-ROOF EXHAUST w VENTS SELECTED AND METAL STRAP LOCATED BY CONTRACTORP4 z CRICKET F-1 11 AT TOP-SIDE OF VENTILATION CHANNEL Z CHIMNEY AS REQUIRED w RIM BOARD RAFTER SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN ` VENTILATION d V ��q WOOD JOIST ` F•-� SIDEWALL FLASHING t 1�'"� FOUNDATION TOP PLATE BLOCKING ' - _ - _ - B LOC KING FINISH WALL AND MOISTURE 2x4 LEDGER µ.� STAPPING TO BE ATTACHED TO WALL STUDS X48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST (f V AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA / BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA _ _ W FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER ® Q THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER Zo r , INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- 0NTIN. SCREENED VENT en V 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION .�.w AND SO AS TO MAINTAIN AIR SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS _ / , ' GAP TO PREVENT CAPILLARY4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / AC TION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" 16" LSTA36 1-1/4"x36' 18ga. STRAP AND JACK STUDS INSTALL 4'O" O.C. � � 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHC„i CONNECT TO EACH RAFTER SOFFITED EAVE DETAIL -- ,' , ON ALL OPENINGS ,' KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ROOFING LAPS BASE ' FLASHING 4 INCHES RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST r—� TOP PLATE SIDE WALL FLASHING GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD AND RAKES -- PROVIDE HEMMED EDGES SO FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH O ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. ' RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2' HIGHER THAN LVL HEADERS CONFORM TO SLOPE / E8- - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO TACH STUD DBL. SILL PLATE O ` L i TERMITE SHIELD I SUB FLOOR W SILL GASKET WOOD JOISTS NEOPRENE TYP. CONC. FOUNDATION nQ) CONC. SLAB GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE (1'1 d. � 6 MIL. POLY - V �•/ DAMPPROOF EXTERIOR V GRANULAR FILL � I BOLTED TO STEEL BEAM WITH 7 (� z Lo 6MIL POLY ON EXTERIOR 1/2 " DIA. BOLTS © 48" o.c. STAG. L r' ° V STEEL COLUMN A \ ! ° 4 ° 4 C> a ROOF JACK \� ��� STEEL BEAM J N CONC. SLAB s /� 1 0 Lo °,4 e n o �,^ ANCHOR BOLT EMBEDMENT: I I1 `'� 4" x 1/4" x 8" STEEL O COMPACT FILL POURED CONCRETE: 7" 7� co V i I i B LOC K WALL: 15 I TOP AND BOTTOM PLATE Z �� � -� ROOFING LAPS V FLASHING AT O KEYWAY FO ° ° d ° e . ' WITH 1/2" x 6" ANCHOR BOLT ,� �~ FOOTING o /� - ° �'� CONC. FTG. p Q'p C �' ANCHOR BOLT CONNECTION USE WITH 3x3 'SQUARE WASHERS SIDES AND TOP ` 1/2" GROUT O � r� L o ° (USP LBPS58 OR BP583) '^ I I 3" STEEL COLUMN vJ �- O REINFORCING BAR U) � FOUNDATION 5/8" ����H. ANCHOR BOLT � ( � v, DRAIN TILE: p ANCHOR BOLT CONNECTION SUPPORTING MAX!'MUM SPACING FLASHING LAPS ( 10 KIPS ) w SILL PLATE TO FOUNDATIONROOFING AT BOTTOM L• CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC O sad, SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL LL �`�e :: •�' TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION) STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION " C 1-2 STORIES 57OROOF JACKS & VENTS DETAIL i hf x SLAB-ON-GRADE ,y i SUB FLOOR CONC. SLAB I I DOOR FRAME 6X6 10/10 WWM / GARAGE G _ JOIST COMPACT FILL DOOR USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB ` W/ 6X6 WMM SLOPE DRAWN BY: JF ' d. P.T. PLATE /�'►` M I 4"DRIVEWAY — NOTCH JOIST AND ADJUST HEIGHT 1/2" AIR SPACE < ► <� ° •° (WITH A NAILING PLATE IF NEEDED) AT END AND �• `� .,� ° e ° :e °° , ° TO BE APROX. 1/2" OR HIGHER THAN 3/14/2019 ES OF WOOD STEEL BEAM TO ALLOW FOR SHRINKAGE -- ---' ° ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)GRADE BEAMS 4 Q Q o 6X6 W.W.M. o 0 o III—I —1�='T�IIE 12 v ,'P C n n n ° I ' O 0 �--SUB FLOOR SCALE: SEE PLAN MIN. a ,° c ° 'e �'� �'e All ° NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM ° e u III-1 •� GI REINFORCING BAR _ NO7CH EQUALS 1/4 DEPTH OF BEAM . D REINFORCING BAR ° =1 I I ° 4 ,°' D I I 01ST DRAIN TILE �� �I ° 0 0° SHEET METAL / 30# FELT UNDER BEAM AT POINT III ° L�'n �° �° ° I I— STEEL BEAM 12 SHEET N O. OF CONTACT WITH CONCRETE OR COINC. BLOCK �Ti=iif—iTif=iTE4mc=- i- v ° 3 PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. •A �A SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT BEAM POCKET WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GEINERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8' WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMO RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8' WALL: 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT V, construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, count and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 Cte, ■ First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 `r , w 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 �•�-d t-� responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under L NAIL rrte4,, Z, 0 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION N SPACING I NOTES GAURDRAILS ANY DIRECTION 200 1 w precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO 2 - 16d COMMON PER FACE NAIL 'j anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON ZEA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FACE �j or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMO O.C. NAIL � w attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and Sym" SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. P g FIRE PROTECTION r� 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. gypsum P such as bookcases, shelving, pantry, closets, 16d COMMON trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL SMOKE & CO2 DETECTORS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION in table 3.15a-b. TOP OR BOTTOM 2 - 16d COR 9M0 PER 2x4 STUD END V) H O 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC E-1 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: Cn U N Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL (� FOUNDATION NOTES: length adjustment factors in table 3.16. FLOOR JOIST, BAND JOIST, 2 - 16d COMMON FOOT SEE NOTE: 1,2 0 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA O (.� 5 � 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD � V determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT ® M ) FLOOR FRAMING:l N G. LOAD MPH CATEGORY DEPTH TEMP. REQUIRED HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL (MPH) 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES �� QTY. SPACING MODERATE SLIGHT TO 3). Provide 1/2 expansion joint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE 4 - 8d COMMON concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" longat 12" o.c.. Use approved epoxy for installation. SHEATHING LOCATION NOTES pp P y 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be 2 - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 13 9 CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ � @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs )• to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING -fO: 3 - 16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6„ O.C. 8d COMMON @ 12 SEE NOTES: 1 ( BOTH FIELDS) O.C. NOTE: 2 FOR PANEL FIELD 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 -16d COMMON JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. -�� DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otl•erwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d C( MMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d CriMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF S H EATH I N G: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/'truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL UJ Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. 1+ CEILING SH EATrI 1 N G: - SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 0. NOTES JOINT DESCRIPTION 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD a otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACINGSEE NOTES: 1 3 ( BOTH FIELDS) Wwhere needed. 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD (,j„j 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 5d COOLERS 7� O.C. EDGE Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10" O.0 ..FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 _G ( ) 1 ( ) g 6). Concrete piers shall be a minimum 6" above grade. At openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7) All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES � (D Z Lb openings between ,4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to . All s . JOINT DESCRIPTION NAIL NAIL T_ M and blocking where applicable. g ( ) QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. � co ® , X J 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall LO 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. p� < 0 O (.0 anchors where applicable to all connecting joists. PLUMBING NOTES i�� Z 7/16" OSB 3" O.C. EDGE _ O m � 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtu s. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with _ Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. (n O O co Sd COOLERS on plans. WALLBOARD 10" O.0 . FIELD (n 2 Verify septic stem with the Engineer for Suffolk Count Health Department approval. �" ` 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/�4" thick microlams ( height to match floor joists) around stairwell and/ r )• fY P Y g y p pp FLOOR SHEATHING: L1J 0 other access openings unless otherwise noted (typical). V- 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL 0 8 . Dormers running u roof rafters are to be supported b double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 0�/ :77 ; g p pp by code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. STRUCTURAL PANELS 6' O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 8d COMMON �;r 1 OR LESS 1? O.C. FIELD 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES ,� <<; ' �.r.•, ,+, under all bearing walls. N NOTES: as required by current NYS Residential Code-FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) Lr NOTE: and to form an effective fire barrier between stories,and between a to story and the roofs ace. C; itl requirements. p � p 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFER�':D TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. {ti a 2). HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 4 052 ) y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor ,c? equipment supplier. levels.Concealed horizontal furred spaces shall also be fiireblocked at intervals not exceeding 10 �•� .� ,a;'! per' 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet. Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If L'aijll sheathing Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher DRAWN BY: JF 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. adhered with PL4ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. members shall be doubled, or alternate connectors, 3). In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 3/14/2019 over subfloor as perr manufacture's instructions.adhesive and screwed to floor joists. Finished floor to be installed such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8 thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. SCALE: SEE PLAN to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or SHEET N®. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a Foam sill gasket and cop-r-tex termite shield or approved equal. E�2 O r�