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Town of Southold 3/5/2022 a P.O.Box 1179 53095 Main Rd o , ' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42889 Date: 3/5/2022 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 7480 N Bayview Rd, Southold SCTM#: 473889 Sec/Block/Lot: 79.-7-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/12/2020 pursuant to which Building Permit No. 45410 dated 11/6/2020 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 existing single-family dwelling as applied for. The certificate is issued to Fagan,Gareth&Camaron of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45410 12/9/2021 PLUMBERS CERTIFICATION DATED 2/25/2022 JosRh Tuome ))4thri Signature z TOWN OF SOUTHOLD �SOFEn�q�co . �o BUILDING DEPARTMENT y s TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45410 Date: 11/6/2020 Permission is hereby granted to: Fagan, Gareth 2280 Frederick Douglass Blvd #61 New York, NY 10027 To: construct alterations to existing single-family dwelling as applied for. At premises located at: 7480 N Bayview Rd, Southold SCTM #473889 Sec/Block/Lot# 79.-7-11 Pursuant to application dated 2/12/2020 and approved by the Building Inspector. To expire on 5/8/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $263.20 CO -ALTERATION TO DWELLING $50.00 Total: $313.20 r6tli i�Iector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN H4LL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building DepartliQ 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 I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25- A Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: D QYQ ��t 6SAVJ�V) U �)d1&0 ly House No. Streets Hamlet Owner or Owners of Property: ko�AA Suffolk County Tax Map No 1000, Section Block, Lot Subdivision IFiled Map. Lot: Permit No. Date of Permit., Applicant: Qd-ff� C, F \cm Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: �5 0 Si re ew Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, ��- �0 ,4�V1 residing at (Print property owner's name) (Mailing Address) 0o2 do hereby authorize CA&✓`11P,,S TAoi A (Agent) to apply on my behalf to the Southold Building Department. z.vz© (O Sign e) (late) (Print Owner's Name 0�"V SO(/ryol Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q sean.devlinra7.town.southold.n us Southold,NY 11971-0959 .c° • �� y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Gareth Fagan Address: 7480 N Bayview Rd city:Southold st: NY zip: 11971 Building Permit#: 45410 Section: 79 Block: 7 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No: 1005ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 30 Ceiling Fixtures 4 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 22 CO2 Detectors Sub Panel A/C Blower 5 Range Recpt G2S Ceiling Fan 2 Combo Smoke/CO3 Transformer UC Lights Toe Kick Heater Track Lighting 16' Time Clocks Disconnect Switches 32 2'LED Exit Fixtures Pump Other Equipment: DW, Mini Fridge, Fridge, Oven, Hood, Mini Split (2), 200A Panel 42 Circuit 40 Used Notes: New Service and Renovation of Kitchen, Three Baths and Three Bedrooms Inspector Signature: Date: December 9, 2021 S.Devlin-Cert Electrical Compliance Form 1 so Town Hall Annex d Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 ! P.O.Box 1179 G Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD i a a C E.R T I I+'I C_A T I.O-N Date: : - :-_Z Z 2. Building Permit No. 1 I o Owner: (Please print) .Plumber: ®S�-(J V 17 TtA U M e� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. � i. 1 i i (Plumbers Si ture) Sworn to before me this V I I(.l►'1"1 b i h e of � 'VC J 9 day of T-Q-6 r rn ant 20 2Z_ (o-7 —r— r Notary Public, La a L-sCounty t JOHN P LICCIARDO NOTARY PUBLIC-SPATE OF NEW YORK No. O 1 L16259018 Qualified in Suffolk County MY Commission Expires April 02, 201 N f �0 �/) pp OE SOUTyolo � 1. (. � � 5^-V V ! G W TOWN OF SOUTHOLD-BUILDINGDEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] 'FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR �o�apE SO//lyo� LA S—Ll I � Q k # # TOWN OF SOUTHOLD BUILDING DEPT. / �`ycourm '' 765-1802 INSPECTION- ,, [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] ,FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL,(ROUGH) I ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR OF SOUIy�� * # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o 765-1802 --1 NSPECT1ON [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE°& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT'PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: i JJIN DATE 312-12-0'2,Z INSPECTOR N. J. MAZZAFERR E PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer October 16, 2020 C'onstriic=tion, Esthnating Labor-Law Page 1 of 1 Town of Southold-Building Department Southold Town Hall 53095 Main Road PO Box 1179 Southold NY 11971 Re: 7430 North Bay-view Road Southold,N.Y. 11971 District-1000, Section-79, Block-7, Lot-11 Inspection--Existing Septic System On October 15,2020, 1 inspected the existing septic system at the noted location. The inspection included the septic tank and leaching rings(cesspools). I visually observed all elements of the system. The inspection results are: 1 —Overall—System elements including septic tank and two leaching rims were located exactly as noted on original survey dated March 4. 1976. Additional leaching ring for increased capacity was located (north and west of existing) and confirmed installed prior to 2007. 2—Operation—System was functioning as designed and the leaching rings were clear with more than adequate flow. System was performing as required and it has additional capacity available. All construction was done in compliance with the applicable sections NYS and Southold Town Building Codes at the time of installation. 3 —Size— Septic Tank was reported to be in the 900 to 1000 gallon capacity range. Leaching pools have a total capacity of 5694 gallons (3ringseat 189`8 each). Result- The Septic System was size L 1 i3p�'1 � t e' �nd a ro�=�d'tor the five be�Yl�ooin house that existed in.20107 at the time the C of qts obtained for the second_floor. NOV - 5 2020 y� °� w yo Nicholas Alazzaferro 0 Nicholas Jo Mazzaferro, P.E. =� w 057 R�FESSI ONP� I . XT T A if A r7 7 A U U T)T) 11 T) JUN 1 5 2021 I a1 a 1 ai 2 i--a s i--u ©- n ' a s ¢@ © a ff 0 _L ' • •8 • 1 9 JL1 JLAL 1JJL'—JL 7 1 e A_J e �i"i j r.._-•?t Thy �'!l�g. PO Box 57, Greenport,N.Y. 11944 _ Phone- 516-457-5596 Consulting Engineer March 29, 2021 Construction, Estimating= Labor Law Page 1 of 1 Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re: Fagan /480 Nuall.Bayview Southold,N.Y. 11971 District-1000, Section-79, Block-7, Lot-11 Building Permit Number—45410 (Alterations) Inspection—Rough Plumbing On February 24, 2021, I inspected the plumbing construction at the noted location. The inspection covered the interior plumbing roughing for the Drainage Waste and Vent System(DWV) and the Water Supply System (WS). The inspection results are: 1 —DWV— System was fully exposed and readily viewed. I observed all drainage and vent lines. System constructed as required.New installation will be connected to the existing system. All construction was done in compliance with the applicable sections of the current NYS and Town of Southold Building Codes. 2—WS—System was fully exposed and readily viewed. I.observed all hot and cold water supply lines. The new installation will be connected to the existing system. System constructed as required. All construction was done in compliance with the applicable sections of the current NYS and Town of Southold Building Codes. Result—Based upon inspection of this project and to the hest of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the Town of Southold. E OF NE 5�P y0 Nicholas J. Mazzaferro, P.E. 0 Tn 2� No 5 �OFESSIONP� � \ yy L✓ i N. J. ZZAFERRO, P.E. JUN 1 5 2021 PO Box 57,Greenport,N.Y. 11944 Phone- 5157-5596 Consulting Engineer March 29, 2021 C'onslnuction, E'slirnatin�, Labor Lazy Page 1 of 1 Town of Southold-Building Department Southold Town Hall 53095 Main Road PO Box 1179 Southold NY 11971 Re: Fagan 7480 North Bayview Southold, N.Y. 11971 District-1000, Section-79,Block-7, Lot-11 Building Permit Number—45410(Alterations) Inspection—Framing On December 21,2020, and February 24, 2021,I inspected the construction at the noted location. The inspection covered the framing for the alterations to the existing residential structure. The areas inspected included the basement, first and second floors of the existing house. The framing work included the interior walls, headers, and ceilings. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections,header sizes,bearing, continuity strapping and integration with the existing structure. The framing work was done according to approved plans and in compliance with the applicable sections of the current NYS and Southold Town Building Codes. Result- The framing work, as verified by field inspection on December 21, 2020, and February 24,2021, is compliant with all applicable codes. Based upon inspection of this project and to the best of my knowledge, belief and professional judgment, construction as installed complies with the plans and applicable codes of the Town of Southold. SOF WY � O Nicholas J.lzaferro,P.E. w �2 0 RoFESS10�P� I,J N. J. NIAZZAFERRO, P.E. �s JUN 1 5 2021 PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer ' March 29,2021 Construction, ELabor Law Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re: Fagan 7480 North Bayview Southold,N.Y. 11971 District-1000, Section-79,Block-7, Lot-11 Building Permit Number—45410(Alterations) Inspection—Insulation On March 16,2021,I inspected the insulation and caulking installed at the noted location. The inspection covered the alterations to the existing walls and the ceiling on the first and second floors. The inspection results are: 1 —Walls(Exterior)—Insulation(Batts)provided and installed by Delfino Insulation Co. Insulation provided rated as R-21. The insulation provided was done in compliance with the applicable sections of the current NYS and Southold Town Building Codes. 2—Walls (Interior)—Insulation(Batts)provided and installed by Delfino Insulation Co. Insulation provided rated as R-13. The insulation provided was done in compliance with the applicable sections of the current NYS and Southold Town Building Codes. 3—Ceiling(Flat)—Insulation(Batts)provided and installed by Delfino Insulation Co. Insulation. Insulation provided rated as R-30 for the open areas and R-21 for the closed areas. The insulation provided was done in compliance with the applicable sections of the current NYS and Southold Town Building Codes. 4—Ceiling(Sloped)—Insulation(Spray Foam)provided and installed by Delfino Insulation Co. Insulation. Insulation provided rated as R-35. The insulation provided was done in compliance with the applicable sections of the current NYS and Southold Town Building Codes. Result-The emulation and caulking installation as verified by the letter dated March 19, 2021 from llfino Insulation Co, signed by Tammy Mazzara, is compliant with all applicable codes and conforms to the design specifications. (Copy attached). ASE of NEW Yo J. MA�gc� Nicholas J.Iazzaferro,P.E. 11 o 51 pR0FESS1014 .r a Ron ®"e l,S n fie/: 1■ Y:V u-.�lati\/n' Co.,.} I C i _ � u,i,:-?Ivrlt_iii a;; iiy.i� CERTIFICATE OF INSULATION JOB INFO: Gareth Fagan DATE`.OF INSTALLATION: 03/19./21 7480 N Bayview Road_ Southold, NY'11971 2x8 Closed Sloped Ceiling 2x8 Open Flat Ceiling. INSULATION TYPE, INCHES R-VALUE INSULATION TYPE INCHES R VALUE ❑. OPEN CELL FOAM; ❑ OPEN CELL FOAM Q :CLOSED CELL FOAM 511 13=35 ❑ CLOSED CELL FOAM ❑ FIBERGLASS [✓1 FIBERGLASS 10.25" R-30 I❑ i tY i .❑r' rri 1''L... r LL L411. VJL: 2x8"Closed Flat C81ling 2x6 Exterior Walls, INSULATION TYPE INCHES. RNALUE INSULATION TYPE INCHES. R-VALUE [] OPEN CELL FOAM ❑ OPEN:CELL FOAM ❑. CLOSED CELL FOAM ❑ CLOSED.CELL FOAM ❑` CELLULOSE ❑ CELLULOSE 2x4 Open'Kneewaf;ls INSULATION TYPE INCHES R=VALUE. INSULATION TYPE ..INCHES. R-VALUE. [] OPEN CELL FOAM ❑ OPEN CELL FOAM nrrricrn rci cnn.nn r I _ t 1 �i.i rf i.ri� r ivi 0 FIBERGLASS 3.5" R-15 ❑ MINERALWOOL CELLULOSE ❑ CELLULOSE. [� FIRE CAULKED TO CODE DATE OF INSTALATION: 0.3%09%21 ❑ FIRE BLOUEOTO CODE DATE OF INSTALATION.: ;❑ AIR SEALsUBSTAT£TOCODE DATE.OFINSTALATIOW 03/09/21 � I..II�Il11'_14 ur1 iNlN Li'iF�x TiU %_:kj Li 1; Df'il'.trJC iVJILf1IVIVt . [j 7HERIVIAL BARRIER.TO CODE DATE OF INSTALATION; I Tammy Mazzara certify that the residence referenced.above was insulated as per signed proposal by Iau.ifder/homeowner, an:d the ihstallation was conducted in. conformance td applicahl:e•codes and:standardsJ)6n6regullations. tr 'rf3 rr L' /t D " AUT' IZEDSIGWURE- FIELD INSPECTION'REPORT -DATE COMMENTS FOUNDATION(IST) y ------------------------------------ ' C FOUNDATION(2ND) Ekz ROUGH FRAMING:& y PLUMBING v . r INSULATION.PER N.Y. STATE ENERGY CODE FINAL IL ADDITIONAL qOMPIENTS -I _ lec �d r 0 - - - •' moi' �' Z ►e I_ \ Ix . tai rd TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application j� Flood Permit Examined 20 tAu Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20) Mail to: e"*t%ovia Disapproved a/c PM 01-2 r6 ,}/1„( I q27 Phone: Expiration 20 Buil ing Inspector 1 : • a 2020 APPLICATION FOR BUILDING PERMIT Date l `� , 20 2-0 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. d (Signature of appli(gnt or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ti Name.of owner of premises (As on the tax rrooll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer Builders License No. )', Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which rosed work will be done: dA vw� House Number Street Hamlet County Tax Map No. 1.000 Section q Block Lot l 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 b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration�� Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor 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 Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear I Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear _Depth , Height Number of Stories ` " I 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to.scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS Lk_ being duly sworn, deposes'and says that(s)he is the applicant (Name of individual signing contra'A above named, (S)He is the (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 +12� day of b V-L CVtL2020 TRAGEY L. DWYER Notary'Public OTARY PUBLIC,STATE OF NEW YORK Signature of Appli t NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2 Scott A. Russell °SU S�Coi[::k-MWAXIEFL- MANAG1]EMENT SOUTHOLD TOWN BALL-P.O.Box 1179 , 53095 Main Road-SOUMOLD.NEW YO1M. 11971 "own of Southold ATEA.MANAGEMENT WORgSHEET- 01 ` cnAp-TER 236 � f i (TO BE COMPLETED BY THE APPLICANT) �`� NOV :s D"f` ��.� 2020 DOES THIS PROJECT Il01VOLVB ANY OJF THE JF01 WW1NG:�.i,�.5 N',,,���F. (CHECK ALL THAT APPLY) - ° Ir , ' _ j '`? l i�'':s�: .!�„ Yes No '7 A.'Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ®[ C; Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. Q® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E1151 E. Site preparation within the one-hundred-year floodplain as depicted - on FIRM Map of any,watercourse. ®� F;;`lnstallation 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 L. 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 Pian and a completed Check List Form to the Building Department wits Yom'Building Permit Application_ S.C.T.M. #: 1000 Date APPLICANT_ (Property Owne:Design Prof lonak Agent. Contractor.Other) -19 District I I Z NA'NE_ eix-e e�r lr Section Block Lot 5 // /r [FF� ,.. UILDING DEPARTMENT USE ONLYContact Information - - - - - - - - - - - - - - - - - - - - - - - - - - - - Date- Property ate _ Pro ert Address/Location of Construction Work: — — — — — — Approved for processing Building Permit. nl`S 0 J bi�A(�J'e LA.) Stormwater Stormwater Management Control Plan Not Required. (7JAA 6\ ` Stormwater Management Control Plan t5 Requr,ect (Fonvard to Engineering Department for Review.) FORM 4' SMCP-TOS MAY 2014 Tot l nN, g 2 2 2021 „ , Telephone(631)765-1802 f- 54375 Main Road faxWSO� P_O.Box 1179 Mer-riche _ 0%.ny.us ' i Southold,NY BURDING DEPARTMENT TOWN OF SOtTMO&D APPLICAT{ON FOR ELECTRICAL INSPECTION REQUESTED BY: •-- Date: Compapy Name: Name: .= License No.:, I Address: ie_236 C - Phone No.: -- Ifo — JOBSITE tNFORMATI.ON: (*Indicates required informations Name:: r *Cross Street: - *Phone No-:. �- 'Permit No.. S-W\o "Tax-Map District:." 1000, ' Section: Block:_ Lot \\ � *BRIEF DESCRIPTION OF WORK(Please Print Clearly) �:(Piease Circle All That Apply) *Is job ready for inspection: YES ONO Rough In Final *Do-you need a Temp Certificate: S ' Teinp In#armatio'n((f needed} *Service Size: I Phase SPhase 100 , 450 200 300 350 400 Other - #111ew Service: Re-connect Underground Number of Meters Change of Service Overhead ' Afditienal Information: PAYMENT DUE WITH APPLICATION nest for tnspectlon.Form , PERMIT# P - .f res : Switches - Outlets Surface Sconces e fv HH.s L ta ti M LtS .; Fridge rl :� HSN. . Exhaust .i Oven..,'"� Dry, .. Smn#es� ' DN1f Serv�c-e -- - - - ---- -. .-.... - - ivlrcr G-erreratur Combo CQaktop Trains€er. . AC Aff. Mrn.i' � C. �1 special: l Comments: A�c�VEFOt,��0 Town Hall Annex Telephone(631)765-1802 54375 Main Road :_ Fax(631)765-9502 P.O. Box 1179 to Southold, NY 11971-0959 BUILDING DEPARTMENT' NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION,AND/OR TIMBER CONSTRUCTION Date: Owner: (car TAlk a f rA V\ �j n 61 a1� � ov Location of Property: �'' 1 wa V�� � ``°� ?°'°"_ Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure C 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) Ll Ll}_1 _:� s`L, (r� in the following location(s) (check applicable line): Floor framing, including girders and beams (F) NOV --5 2020. Roof framing (R) Floor and roof framing J : r, r y�'tT. Signature: Name (person sumining'thi orm): Capacity (check applicable line): Owner . - Owner representative TrussReg15`.docx•' Effective 111/2015 6" DIAMETER 0 REFLECTIVE RED REFLECTIVE WHITE PANTONE #187 . . H 1/211 STROKE The construction type designation shall be 66199I 66t195 6611179 iitV79Ot. civil to indicate the construction classification of the structure under DESIGNATION FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ "P) FLOOR FRAMING, INCLUDING ■ ■ GIRDERS AND REAMS ■ ■ "R�� ROOF, FRAMING * EGFR" FLOOR AND ROOF FRA MING STANDARDS AND CODES Gareth Fagan 7480 North Bayview Rd Southold, NY 11971 11/5/2020 Hello Ms. Nunemaker, I had previously applied for a building permit in relation to this property back in February of this year. Obviously then everything got turned upside down. At the time you had asked for clarification of the septic system. I have included a letter from my Engineer Nick Mazzaferro verifying that the existing system was upgraded back in 2007 to support a 5-bedroom house and is in good working condition. Additionally, I have included 4 sets of plans that show some minor alterations from the set of plans submitted in February. Out an abundance of caution and in the interest of expediting this application I also included another building permit application and a whatever paperwork Mr.Mazzaferro said you might need. Please let me know if you have any questions about this application. I can be reached at any time at the number or email listed below. Your sin erely, Gareth Fagan 347.724.6764 garofagan@yahoo.com NOV - 5 2020 GEENIERAL N�-- OTES SPP ( ED AS NOTED WIND FRAMING I N G NOTES FRAMING AND FASTENER INFORMATION DATE: CONSTRUCTION NOTES B.P.# S FEE: 31 . d By: 1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION DOCUMENTS IS RELATED TO BASIC DESIGN 1. RIDGE-TO-RAFTER ASSEMBLY: MARK LOCATION SIMPSON TIE# INSTALL NOTES NOTIFY BUILDING DEPARTMENT AT INTENT AND FRAMING DETAILS.THEY ARE INTENDED AS A CONSTRUCTION AID, NOT AS A SUBSTITUTE 1-1/4"X 20 GAUGE STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE TO 765-1802 8 AM TO 4 PM FOR THE OCCUPANCY OC" FOR GENERALLY ACCEPTED GOOD BUILDING PRACTICE AND COMPLIANCE WITH CURRENT NEW YORK TABLE 3.4.WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP THE NUMBER OF 10d COMMON 1 ROOF RIDGE LSTA/15 EVERY RAFT "' FOLLOWING INSPECTIONS: Ott 1 STATE BUILDING CODES.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING STANDARD NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED THE RECOMMENDED 20 GA-14 x 15 1. FOUNDATION - TWO REQUIRED USE IS Ui VLXNF IJL CONSTRUCTION DETAILS AND PROCEDURES TO ENSURE A PROFESSIONALLY FINISHED, NUMBER OF NAILS IN THE STRAP. FOR POURED CONCRETE STRUCTURALLY SOUND AND A WEATHERPROOF COMPLETED PRODUCT. 2. RAFTER-TO-WALL ASSEMBLY: 2 RAFTER/WALL LSTA/16 EVERY RAFT 12 GA-14"x 16 2. ROUGH - FRAMING & PLUMBING WITHOUT CCR Tl""CATE 2. ALL CONSTRUCTION TO CONFORM TO THE DESIGN OF THE 2018 IRC AND 2017-NXS SUPPLEMENTS. LATERAL FRAMING AND SHEAR WALL CONNECTIONS FOR RAFTER,CEILING OR WALL TO TOP PLATE 3. INSULATION OF OCCUPANCY3. THE GENERAL CONTRACTOR IS RESPONSIBILITY FOR ENSURING THAT ALL WORK AND CONSTRUCTION SHALL BE IN ACCORDANCE TO TABLE 3.3.WHEN A RAFTER OR TRUSS DO NOT FALL IN LINE WITH 3 WALL/WALL LSTA/21 EVERY STUD 20 GA-11"x 21 4. FINAL - CONSTRUCTION MUST MEETS CURRENT FEDERAL,STATE,COUNTY AND LOCAL CODES,ORDINANCES AND REGULATIONS, ETC. STUDS BELOW, RAFTERS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE BE COMPLETE FOR C.O. THESE CODES ARE TO BE CONSIDERED AS PART OF THE SPECIFICATIONS FOR THIS BUILDING AND WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. ROOF 4 WALL/ BASE PL RSP4-B+M EVERY STUD 20 GA-21"x 41ALL CONSTRUCTION SHALL MEET THE SHOULD BE ADHERED TO EVEN IF IN VARIANCE WITH THE PLAN. OVERHANGING THE RAKE SIDE OF THE BUILDING SHALL BE CONNECTED WITH UPLIFT REQUIREMENTS OF THE CODES OF NEW 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWINGS.(DO NOT SCALE DRAWINGS) CONNECTIONS IN ACCORDANCE WITH TABLE 3.3c. OR 5. THE DESIGNER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION AND ASSUMES NO 3. WALL-TO-WALL ASSEMBLY: 5 BASE PL/ FOUND 2"O ANCHORS 4'-0"O.C. ADD AS NEEDED YORK STATE. NOT RESPONSIBLE RESPONSIBILITY FOR CONSTRUCTION COORDINATING WITH THESE PLANS, NOR RESPONSIBILITY FOR WALL STUDS ABOVE AND STUDS BELOW A FLOOR LEVEL SHALL BE ATTACHED WITH UPLIFT DESIGN OR CONSTRUCTION ERRORS. CONSTRUCTION MEANS, METHODS,TECHNIQUES,SEQUENCES, OR PROCEDURES,OR FOR SAFETY CONNECTIONS IN ACCORDANCE WITH TABLE 3.3b.WHEN WALL STUDS ABOVE DO NOT FALL IN LINE - ALL TIES TO BE SIMPSON STRONG TIES OR EQUIVALENT RETAIN STORM WATER RUNQFF PREPARATIONS AND PROGRAMS IN CONNECTION WITH THE WORK.THERE ARE NO WARRANTIES FOR WITH STUDS BELOW,THE STUDS SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR - ALL FRAMING TO BE FASTENED IN CONFORMANCE WITH: A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE PLANS. ASSEMBLY WITH UPLIFT CONNECTORS IN ACCORDANCE WITH TABLE 3.3. IRC CODE-2015 PURSUANT TO CHAPTER 236 6. REFER TO THE WINDOW AND DOOR SCHEDULE FOR EXTERIOR OPENINGS. 4. WALL ASSEMBLY TO FOUNDATION: TABLE R602.3(1)-GENERAL �F THE TON CQDE, 7. THE GENERAL CONTRACTOR IS TO ENSURE THAT MASONRY OR PREFABRICATED FIREPLACES MEETS FIRST WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL PLATE,OR BOTTOM PLATE TABLE R602.3(3)-SHEATHING COMPLY WITH ALL CODES OF OR (EXCEEDS MANUFACTURE'S SPECIFICATIONS AND APPLICATION CODES. WITH UPLIFT CONNECTORS.STEEL STRAPS SHALL HAVE A MINIMUM EMBEDMENT OF 7 INCHES IN TABLE R802.5(9)-FRAMING-ROOF NEW YORK STATE & TOWN CODES 8. THE GENERAL CONTRACTOR IS TO CONSULT WITH THE OWNER FOR ALL BUILT-IN ITEMS SUCH AS CONCRETE FOUNDATION AND SLAB-ON-GRADE, 15 INCHES IN MASONRY BLOCK FOUNDATIONS,OR BOOKCASES,SHELVING, PANTRY,CLOSETS,TRIMS, ETC. LAPPED UNDER THE PLATE AND NAILED IN ACCORDANCE WITH TABLE 3.3b.WHEN STEEL STRAPS PER SPEC 1609.1.1-2015 IRC+NYS 2017 SUPPLEMENTAL DESIGN- AS REQUIRED AND CONDITIONS Q� 9. WIND LOAD REQUIREMENTS SHALL BE TAKEN INTO ACCOUNT DURING CONSTRUCTION. ARE LAPPED UNDER THE BOTTOM PLATE,3 INCH SQUARE WASHERS SHALL BE USED WITH THE WIND SPEED IS 130 MPH ANCHOR BOLTS.ANCHOR BOLT SPACING IS TO BE SPACED AND SIZED IN ACCORDANCE TO TABLE - - - - 3.2a. IN ADDITION TO SPACING,ANCHOR BOLTS ARE TO BE SPACED BETWEEN 6-12 INCHES FROM THE END OF A SILL PLATE AND ALL CORNERS. �' RUSTEES ELECTnICAs FOUNDATION NOTE NAILING SCHEDULE - 5. TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: � �=y p��S�ECT�®� REQUIRED TYPE I EXTERIOR SHEAR WALLS WITH A MINIMUM OF is INCH WOOD STRUCTURAL PANEL ON THE 1. THE GENERAL CONTRACTOR AND MASON TO REVIEW PLANS,ELEVATIONS, DETAILS AND NOTES To EXTERIOR ATTACHED WITH 8d COMMON NAILS AT 6" O.C.A THE PANEL EDGES AND 12 O.C. IN THE Fr ROOF FRAMING: PER 2018 IRC-CHAPTER 8 DETERMINE INTENDED HEIGHTS OF FINISHED FLOOR(S)ABOVE TYPICAL GRADE. FIELD,AND 2 INCH GYPSUM WALLBOARD ON THE INTERIOR ATTACHED WITH 6d COATED NAILS AT WALL FRAMING: PER 2018 IRC-CHAPTER 6 2. ALL FOOTINGS TO REST ON UNDISTURBED(VIRGIN)SOIL. 7"O.C. PANEL EDGES AND 10"O.C. IN THE FIELD SHALL BE IN ACCORDANCE WITH THE LENGTH FLOOR FRAMING: PER 2018 IRC-CHAPTER 5 3. PROVIDE 2" EXPANSION JOINT MATERIAL BETWEEN CONCRETE SLABS AND ABUTTING CONCRETE OR REQUIREMENTS SPECIFIED IN TABLE 3.15a-b. ROOF SHEATHING: PER 2018 IRC-CHAPTER 8 MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED INTERIOR AREAS. 6. TYPE II EXTERIOR SHEARWALL CONNECTIONS: CEILING SHEATHING: PER 2018 IRC-CHAPTER 8 4. ANY NEW CONCRETE WALLS BEING ATTACHED TO EXISTING CONCRETE STRUCTURE SHALL BE TYPE II EXTERIOR SHEARWALLS SHALL MEET THE REQUIREMENTS OF TABLE 3.15a-b TIMES THE WALL SHEATHING: PER 2018 IRC-CHAPTER 7 PLUMBER CERTIFICATION INSTALLED WITH #5 RE-BAR, 18" LONG AT 12"O.C. USE APPROVED EPDXY FOR INSTALLATION. APPROPRIATE LENGTH ADJUSTMENT FACTORS IN TABLE 3.16. FLOOR SHEATHING: PER 2018 IRC-CHAPTER 5 5. UNLESS OTHERWISE NOTED,ALL SLABS ON GRADE TO BE 4000 PSI.CONCRETE TO BE POURED ON 4" 7. INTERIOR SHEARWALL CONNECTIONS: ON LEAD CONTENT BEFORE "PLUMBING THICK SAND OR GRAVEL FILL WITH 6X6 WIRE MESH REINFORCING. INTERIOR SLABS TO BE MINIMUM 4" ALLOWABLE SIDEWALL LENGTHS PROVIDED IN TABLE 3.14 SHALL BE PERMITTED TO BE CERTIFICATE OF OCCUPANCY PLUars N r 1n ST THICK.ALL FILL TO BE COMPACTED TO 95% RELATIVE DENSITY WITH 8 INCH MAXIMUM LIFTS(LAYERS). INCREASED WHEN INTERIOR SHEARWALLS ARE USED.SHEATHING AND CONNECTIONS SHALL BE IN ALL ATER L :_�1`,;-, I E SOLDER USED IN WATER &WATER L11, r� ���`_D 6. CRAWL SPACES TO BE PROVIDED WITH A MINIMUM 18"x24"ACCESS OPENING.INSTALL ONE 8x16 ACCORDANCE WITH 2.4.4.2 AND 2.2.4 RESPECTIVELY. 'TV.v�T1RJG:S.EFOIE COVERING ; CAST IRON FOUNDATION VENT FOR EVERY 150 SQ/FT OF AREA. 8. CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SUPPLY SYSTEM CANNOT 7. DAMPROOF EXTERIOR OF FOUNDATION WITH BITUMINOUS COATING AS REQUIRED BY CURRENT N.Y.S. HEADER AND/OR GIRDER CONNECTIONS SHALL BE ATTACHED WITH UPLIFT CONNECTIONS IN EXCEED 2110 OF 1% LEAD. RESIDENTIAL CONSTRUCTION CODE.A 6-MIL POLYETHYLENE FILM SHALL BE APPLIED OVER THE ACCORDANCE WITH TABLE 3.5 WINDOW SILL PLATES SHALL HAVE CONNECTIONS IN ACCORDANCE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS BELOW GRADE PORTION OF EXTERIOR WALLS PRIOR TO BACKFILLING. WITH TABLE 3.5. 8. DRAINAGE AS REQUIRED BY CURRENT N.Y.S. RESIDENTIAL CONSTRUCTION CODE. 9. CATHEDRAL CEILING ASSEMBLY: NAIL SPACING AT NAIL SPACING AT INTERMEDIATE WHERE A RIDGE IS TO BE USED AS A STRUCTURAL BEAM,THE RAFTERS SHALL EITHER BE SHEATHING LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTCHED AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTIONS SHALL BE ATTACHED TO EACH RAFTER-TO-RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING.CONNECTIONS TO THE 4' PERIMETER 8d COMMON @ 6" O.C. 8d COMMON @ 6"O.C. FRAMING NOTES RIDGE AND WALL SHALL BE ATTACHED WITH THE ABOVE REQUIREMENTS. EDGE ZONE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12" O.C. 1. ALL.FRAMING TECHNIQUES AND METHODS AS PRESCRIPTIVE DESIGN OF CURRENT SBC HIGH WIND ,` GABLE ENDWALL RAKE 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. ADDITION WOOD FRAMING CONSTRUCTION MANUAL. DECK & COVERED PORCH NOTES AND RAKE TRUSS 2. UNLESS OTHERWISE NOTED,ALL FRAMING AND STRUCTURAL WOOD MATERIAL TO BE#2+ BTR. DOUGLAS FIR. WALL SHEATHING REQUIREMENTS FOR WIND LOADS 3. FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16"O.C. UNLESS OTHER WISE NOTED. 4. UNLESS OTHERWISE NOTED,ALL BEARING WALL HEADERS TO BE(2)2x10#2+BTR. DOUG. FIR. 1. UNLESS OTHERWISE NOTED,ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. NAIL SPACING AT NAIL SPACING AT INTERMEDIATE BEARING WALL HEADERS TO HAVE(2)JACK STUDS AND(2) FULL LENGTH STUDS ON EACH SIDE OF ALL ALL FASTENERS, HANGERS AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. SHEATHING LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD OPENINGS. LVL HEADERS TO HAVE(3)JACK STUDS AND(2)FULL LENGTH STUDS ON EACH SIDE OF 2. GIRDERS FOR DECK JOISTS TO BE BOLTED TO EACH POST WITH WASHERS AND NUTS.GIRDERS ON OPENINGS. BEARING WALL WINDOW SILLS SHALL ALSO HAVE(2)WINDOW SILL PLATES FOR 2x4 WAIL CONCRETE PIERS SHALL BE ANCHORED WITH PROPER STEEL CONNECTORS ANCHORED INTO 4' EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12" O.C. OPENINGS BETWEEN 4'-1"AND 6'-0"AND 2x6 WALL OPENINGS BETWEEN 5'-11"AND 8'-9".PROVIDE CONCRETE WITH A MINIMUM 1 INCH DIA x 7" LONG ANCHOR BOLTS AND WASHERS AND NUTS. FIRE STOP AND BLOCKING WHERE APPLICABLE. 3. POSTS SUPPORTING GIRDERS SHALL BE ANCHORED TO A 12x12x12 THICK CONCRETE FOOTING. USE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. 5. ALL.FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVANIZED HANGERS AND A MINIMUM z DIA x 8" LONG ANCHOR BOLT WITH WASHERS AND NUTS. FOOTINGS SHALL BE 3 FT. ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. BELOW GRADE. PORCHES WITH COVERED ROOFS SHALL HAVE 12" DIA CONCRETE PIERS FOR THE 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR JOINTS AND UNDER GIRDERS. BATHTUBS. FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL BE VERIFIED FOR PROPER LOAD 4. DECK JOISTS TO HAVE BLOCKING AT 8'-0"O.C. CAPACITY UNLESS NOTED ON PLANS. 5. A MINIMUM OF 10 INCH FLASHING SHALL BE INSTALLED BETWEEN THE BUILDING AND LEDGER. 7. PROVIDE(2)1-3/4"THICK MICROLAMS(HEIGHT TO MATCH FLOOR JOISTS)AROUND STAIRWELL AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL). LEDGER TO BE FASTENED TO BUILDING WITH z INCH DIA. BOLTS WITH WASHER AND NUTS WHERE 8. D013MERS RUNNING UP FLOOR RAFTERS ARE TO BE SUPPORTED BY DOUBLE RAFTERS ON EITHER SIDE NEEDED. WHERE APPLICABLE UNLESS OTHERWISE NOTED. 6. CONCRETE PIERS SHALL BE A MINIMUM 6"ABOVE GRADE. CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GI 9. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'-0"O.C.. USE SOLID BLOCKING IN FLOOR JOISTS 7. ALL JOISTS TO SUPPORTED WITH HANGERS AND ANCHOR BOLTS. EACH JOIST SHALL ALSO BE UNDER ALL BEARING WALLS. ANCHORED TO GIRDER(S). 8. COVERED ROOFS SHALL BE ASSEMBLED AND ANCHORED THE SAME MANNER AS ATYPICAL GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 10. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. INSTALL DRAFT BLOCKING AS NEEDED. BUILDING. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 11. UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM 15'THICK,4 PLY FIR CDX EXTERIOR SHEATHING GRADE PLYWOOD. PLYWOOD TO COVER OVER PLATES AND HEADERS. L U M B I N G NOTES 20 PSF 130 B SEVERE 3 FT, MODERATE ODER TO 11° NONE - TO HEAVY MODERATE 12. UNLESS OTHERWISE NOTED USE;!"THICK T &G PTS FIR OR ADVANTECH PLYWOOD SUBFLOOR ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS. FINISHED FLOOR TO BE INSTALLED OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. 1. ALL WATER SUPPLY, DRAINAGE AND VENTING TO BE INSTALLED AS PER N.Y.S. RESIDENTIAL 13. ALL.BATHROOM WALLS TO HAVE-'THICK MOISTURE-RESISTANT SHEETROCK.GARAGE WALLS AND CONSTRUCTION CODE. 2. VERIFY SEPTIC SYSTEM WITH THE ENGINEER FOR SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL. CEILINGS AND OVER FURNACE TO HAVE$"THICK TYPE-X SHEETROCK.ALL OTHER PARTS OF BUILDING 3. IF WALL STUDS, PLATES OR JOISTS ARE CUT OUT DURING INSTALLATION FOR ANY PLUMBING RELATED TO HAVE REGULAR 2"SHEETROCK.ALL WALLS TO BE TAPED AND FINISHED. WORK, PROVIDE ADEQUATE BRACING AND PLATES TO PROTECT AND SECURE THE STRUCTURE.VERIFY 14. ALL.ROOF WITH A PITCH LESS THAN 4:12 SHALL BE INSTALLED WITH AN ICE&WATER BARRIER OR WITH THE STATE CODE AND MANUFACTURE'S RECOMMENDATION FOR MAXIMUM HOLE SIZE AND APPROVED EQUAL. FLAT ROOFS SHALL BE APPLIED WITH A FIBERGLASS BASE SHEET WITH AN EPDM SPACING PERMITTED. PLAN CONTENTS TORCH DOWN TYPE MATERIAL OVER. _ 15. ALL.SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.SILL PLATES TO HVAC NOTES BE INSTALLED WITH A FOAM SILL GASKET AND COP-R-TEX TERMITE SHIELD OR APPROVED EQUAL. OCCUPANCY CLASSIFICATION RESIDENTIAL ELECTRICAL NOTESBUILDING HEIGHT ±20'ABOVE AVERAGE GRADE 1. MECHANICAL SUBCONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND SAFETY REQUIREMENTS. DESIGN CRITERIA CODE: 2018 IRC,2017 NYS UNIFORM SUPPLEMENT 2. HVAC SUBCONTRACTOR IS TO FULLY COORDINATE ALL SYSTEM DATA AND REQUIREMENTS WITH THE 1. ALL ELECTRICAL TO BE INSTALLED AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE. EQUIPMENT SUPPLIER. 2. ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. 3. HVAC SUBCONTRACTOR TO PROVIDE FINAL SYSTEM LAYOUT DRAWING AND SUBMIT IT TO THE FRAMIUG ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES 3. ALL ELECTRICAL WORK TO COMPLY WITH 2014 NEC. GENERAL CONTRACTOR AND OWNER FOR FINAL REVIEW AND APPROVAL. 4. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT AS PER SECTION DESIGN LOAD CALCULATIONS EXT. BALCONIES 60 13314 AND R315 OF IRC. (LIVE LOADS PSF) DECKS 40 "Alteration of this Document exce Pt � ,,.�� Sc al W/0 STORAGE 10 � or Licensed Profes- Architect and Engine,,. � ,,,,al and by an Architect Signature only good for initial use of ENERGY NOTES ATTICS W/STORAGE 20 L sional Engineer, is illecrgal." drawinn. Changes, alterations or re- ROOF(GROUND SNOW LOAD) PER NYS 301.6 ROOMS(OTHER THAN SLEEPING) 40 Section 7209, Subdivision 2, visions to or re-use of drawings with- 1. TIiIS DESIGN COMPLIES WITH THE 2018 IRC ENERGY CODE AS A PRESCRIPTIVE DESIGN. 1. NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS i ROOMS(SLEEPING) 30 N. Y. State Education Law, ) out Architect or Engineer's Approval 2. THE DESIGN CONSTRUCTION SHALL COMPLY WITH SECTION 13402 OF THE 2018 IRC. PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. STAIRS 40 voids Seal and Signature on Same. 2. COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY(PER ASTM D 698 AND ASTM GUARDRAILS(ANY DIRECTION) 200 D 1557). COMPACT THE SOIL AT 12" LIFTS(TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A I, FIREBLOCKING N ®TES PROFESSIONAL AGENCY FOR COMPACTION. EXPOSURE CATEGORY DESIGN FOR CAT.C 3. DO NOT BACKFILL UNTIL FIRST FLOOR DECK CONSTRUCTION,INCLUDING SUBFLOOR, IS COMPLETE. _) �I`,o= _ 5 r ^� # ISSUE/REVISION DATE LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE FIREBLOCKING REQUIRED-BY CURRENT NYS RESIDENTIAL CODE OTHER NOTES (ROOF-FOUNDATION) AND GENERAL NOTES --��-.= 1 FOR PERMIT 10.30.20 FIREBLOCKING SHALL BE PROVIDED TO CUT OFF AL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL)AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORES,AND BETWEEN A TOP NAILING SCHEDULE SEE GENERAL NOTE PAGE STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME CONSTRUCTION I THE FOLLOWING LOCATIONS. 1. PROVIDE 8"TYPE-X SHEETROCK FIRE STOPPING AT 10'-0" MAXIMUM DISTANCES FOR NON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES,AT THE ACCESSIBLE AREAS. CEILING AND FLOOR LEVELS.CONCEALED HORIZONTAL FURRED SPACES SHALL ALSO BE 2. USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPLE PROTECTIVE COATING FOR CONTACT ^ N.J. MAZZAFERRO, P.E. DRAWN BY:ZEN FIREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET. BATTS OR BLANKETS OF MINERAL OR WITH ACQ. FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. ZE OF NE,, GLASS FIBER SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL 3. INSTALL 1-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. (SMOKE&CO2 DETECTORS) CARBON MONOXIDE ALARMS TO COMPLY WITH R315 IRC. CO J Mq r r y0� PROFESSIONAL ENGINEER ROWS OF STUDS OR STAGGERED STUDS. DATE:10.30.20 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS ENERGY CALCULATIONS 2018 1ECC Z� to ll° 9F P. Q O. BOA( 57, GREENPORT NY, 11944 OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS R ,% :jo 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. 516 M ! ;,•�._ " b SCALE:1/4"=1'-O" ,,` �'� � .457.5596 EMAIL:maz-lin@msn.com ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH CURRENT N.Y.S. RESIDENTIAL CODE.- 4. AT THE OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING AND FLOOR LEVEL,TO RESIST r,1 14'0 GENERAL NOTES SHEET NO: THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. ,d L 5 �� 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES,AS REQUIRED BY CURRENT N.Y.S. �OFfSStONP� RESIDENTIAL CODE. 7480SOU OHOLDBNY/119710AD - . O RAFTER NEOPRENE GASKET \ TOP PLATE ROOFJACK \ WALL STUD ROOFING LAPS FLASHING \ AT SIDES AND TOP FLASHING LAPS ROOFING AT BOTTOM LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT TO EACH RAFTER TO PLATE ROOF JACKS&VENTS DETAIL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES TO EACH STUD I RIDGE CAP OF SAME RAFTER MATERIAL AS ROOFING NAILED TO SHEATHING TOP PLATE THROUGH VENT WALL STUD RAFTERS PRE-MANUFACTURED KEEP SHEATHING RIDGE VENT FOLDS MIN. 1-1/2" FROM LOCATION USP NUMBER DESCRIPTION APPLICATION OVER RIDGE TO PEAK TO ALLOW CONFORM TO SLOPE FREE AIR PASSAGE 4"-6" RT10 10-3/4"x 18ga CONNECT TO EACH RAFTER OF ROOF TYDOWN ANCHOR 6"-12" RT20 21-1/8"x 20ga CONNECT TO EACH RAFTER TYDOWN ANCHOR ,,. O° s Oi : O O O O O O O ------- ---- ------- ----------- = ------—-- �`—==---r--------=£ --------------- — ------ r--� ------------------------------------------------ !is s ---------------------------------------i i i--------------------------------------- ii i IIF II} FASTENER TYPE: SPACING: THROUGH ROOF EXHAUST VENTS No.8 WOOD-SCREW BASED 16"O.C. O O O Q O O SELECTED AND LOCATED BY CONTRACTOR I' ISI°`- � 1 �' �_, �I ` s f t £ . ;i ANCHOR WITH 21N. i � I `'II ' F---------------==-- ------ EMBEDMENT LENGTH 1 I I I I I VENTILATION CHANNEL AS REQ. {{ E I 1 I I i I 1 i { f I I- ;I k li No. 10 WOOD-SCREWS BASED 16"O.C. RAFTERS MAINTAIN VENTILATION o I I I I I O ANCHOR WITH 21N. \ BLOCKING O O OLENGTH O OEMBEDMENT 2x4 LEDGER LEDGER o FIT JOIST OII ---`-- --`-=--' 1 BASED 16 O.C. 1 x4 F n, " DIA LAGSCREW B ! FASCIA 'i 4 I I 1 I 1 " ------=--- ---- ----II - - ---- f--- -- i f I II RAFTERANCHOR WITH 21N. GUTTER ¢ { EMBEDMENT LENGTH. II f' j I1, CONTIN.SCREENED VENT 11 :I y I I 1 O O O Q O OATTIC SHALL BE PROVIDED WITH A / EXT. PLYWOOD I I I 1 " MIN. NET FREE VENTILATING AREA yI " ' " 1 RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION I , O t° �' j ' . ' ' "O NOT LESS THAN OF THE AREA F ? 11 1 1 I 1 I I 2x4 DF#2 STUDS ROOF VENTILATION SOFFITED ! APA RATED SHEATHING OF THE SPACE VENTILATED.ALL EAVE DETAIL / 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ` II OPENINGS SHALL BE COVERED GRADE PLYWOOD it f � £ # c 1 I. 'II I I I I I ; I I 4 ;M1 t £ I 11 I t o ALTERNATIVE:-L O.S. . I 1 1 :II e ( 16 ) WITH CORROSION-RESISTANT ` 3i i O i OAPA PLYWOOD SHEATHING O O 2x10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGERMETAL MESH OPENINGS OF „ IN4 DIMENSION. ;11 I � : I I� O1'1 `jj� --}(f---f}-=£y--`;---`-------`--------- ---- - - ry;0 WINDOW SILL 4 3 I t s :{ F £ µi SII 1 1 I I f 4 4 I 1 I I I I I I 1 I I 1 I I I 1 I I 1 I I I I 1 I I I I I O I i O O I i O i O I I I I 1 I FASTENER TYPE: SPACING: 1 I 1 I I I 1 No.8 WOOD-SCREW BASED 8”O.C. I I I I ANCHOR WITH 21N. I I I `"'Iteration of this LoCUM— except architect and Engineer's Seal and EMBEDMENT LENGTH O O O O ' O �+ hitcct or Licensed Frofes- Signature only good for initial use of TVP■ WINDOW OPENING Q , uy an F.,c dra'ar.^� Change an Ln�,iheer is illebai. s, alterations or re- No. 10 WOOD-SCREWS BASED 8"O.C. visions to or re use of dra14'IngS vith- ------------ ►G. t PANEL SPAN EQUAL OR SMALLER THAN 4 FEET ANCHOR WITH 21N. `-------------- -- ---------------------j ------------ -------- - - ""�,CiUi 7fG9, Suhalvlslon 2, EMBEDMENT LENGTH N. Y. Cducation Law. Dui Architect or Engineer's Approval o voids Seal and Signature on same. 4" DIA LAGSCREW BASED 16"O.C. O OI O O ANCHOR WITH 21N. EMBEDMENT LENGTH. # ISSUE/(REVISION DATE MULTIPLE PLYWOOD RAFTER ASSEMBLIES(2)2x4 DF#2 STUDS CONNECTED TOGETHER 1 FOR PERMIT 10.30.20 WITH STAINLESS STEEL OR RIDGE GALVANIZED BOLTS W/WASHERS AND NUTS @ 2'-0"O.C. DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL N.J. MAZZAFERRO, P.E. DRAWN BY:ZEN WIND—BORNE OF NEfl, Y PROFESSIONAL ENGINEER DATE:10.30.20 LOCATION USP NUMBER DESCRIPTION APPLICATION g� ° O AS PER SEC. 1609.1.2,2015 IBC&NYS 2017 SUPPLEMENT:ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) PS J' mgp2 �f P.O. BOX 57, GREENPORT NY, 11944 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A ROOF LSTA24 1-1/4"x24"20GA.STRAP APPLY OVER RIDGE TO EACH RAFTER SCALE:NTS MINIMUM THICKNESS OF 16'AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO ! - 516.457.,5596 EMAIL:maz lin@msn.com � 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 CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR �'� ai, -' X41 TYPICAL DETAILS SHEET NO: DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.ALL PANELS MUST BE CUT TO SIZEs?, IQoS AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE 0" J MUST ACCOMPANY SHUTTERS FOR INSTALLATION. �OFesstoeaP7480 NORTH BAYVIEW ROAD '_� SOUTHOLD, NY 11971 G-z C SUBFLOOR 2ND FLOOR WALL JOIST STEEL BEAM SUBFLOOR �— WOOD JOISTS 4" DIA MAXIMUM 2x6/2x8 CONTINUOUS WOOD PLATE BOLTED TO STEEL BEAM IST FLOOR WALL — SUBFLOOR WITH 2" DIA. BOLTS @48"O.C.STAG JOIST 4"x 4"x 8"STEEL TOP AND BOTTOM PLATE STEEL BEAM WITH 2"x 6"ANCHOR BOLT 2"GROUT STRAPPING TO BE ATTACHED TO WALL STUDS @ 48" OC AND ALL WINDOW/DOOR OPENING JACK STUDS PLATE(BOLTED TO BEAM) 3"STEEL COLUMN (10 KIPS) C? i+o FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION 4"-8" LSTA36 1-1/4"x36" 18ga.STRAP INSTALL 4'0"O.C.AND JACK NOTCH JOIST AND ADJUST HEIGHT(WITH A STUDS ON ALL OPENINGS NAILING PLATE IF NEEDED)TO BE APROX.2" TYPICAL BEAM DETAIL 8"- 16" LSTA48 1-1/4"x48" 16ga.STRAP INSTALL 4'0"O.C.AND JACK OR HIGHER THAN STEEL BEAM TO ALLOW STEEL/ BOTTOM BEARING STUDS ON ALL OPENINGS FOR SHRINKAGE(PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) STAIR RAILING f KING STUD ENDWALL o 0 CRIPPLE STUD — 4" DIA MAXIMUM SIDEWALL WOOD JOIST HEADER 171 FLOOR USP NUMBER DESCRIPTION APPLICATION GIRDER/HEADER —' JACK STUDS Z IST ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS o TO FOUNDATION W/ANCHOR BOLTS 2ND ADS5 HOLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS SPLICED JOISTS OVER HEADER/GIRDER ON BOTH BOT. PLATE OF 2ND FLOOR LOCATION USP NUMBER DESCRIPTION APPLICATION AND TOP PLATES OF 1ST FL.CONNECT JOISTTO RT10 TYDOWN CONNECTTO THROUGH THE FLOORS TO EACH OTHER GIRDER/ HEADER ANCHOR EA.JOIST LOCATION USP NUMBER DESCRIPTION APPLICATION GUARD RAILING W/THREADED ROD. ALL OPENINGS LSTA12 1-1/4"x12"20GA.STRAP APPLY TO EACH JACK STUD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD WALL STUD Ij LL:lj METAL STRAP ARM BOARD DBL.SILL PLATE TERMITE SILL PLATE(S) g SHIELD SILL GASKET FOUNDATION 4 ✓y " # ANCHOR BOLT EMBEDMENT: POURED CONCRETE: 7" BLOCK WALL: 15" WOOD JOIST STRAPPING TO BE ATTACHED TO WALL STUDS @ 48" USE WITH 3x3 SQUARE WASHERS OC AND ALL WINDOW/DOOR OPENING JACK STUDS (USP LBPS58) BLOCKING P844 POST ANCHOR FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION FOUNDATION 5i DIA ANCHOR BOLT WOOD GIRDER CONC.SLAB(AS REQ.) ANCHOR BOLT CONNECTION $ 4"-8" LSTA24 1-1/4"x24"20ga.STRAP INSTALL 4'0"O.C.AND JACK SUPPORTING MAXIMUM SPACING STUDS ON ALL OPENINGS SILL PLATE TO FOUNDATION 1 STORY 72"OC (CRAWL SPACE OR FND) 8"-14" LSTA30 1-1/4"x30" 18ga.STRAP INSTALL 4'0"O.C.AND JACK PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPACED SILL PLATE TO FOUNDATION 2 STORY DECK PIER PER PLAN STUDS ON ALL OPENINGS (CRAWL SPACE OR FND) 36"OC AND OVER OVER BEARING WALLS AND HEADERS. 8" DIA. «. CONC. �. 16" LSTA36 1-1/4"x36" 18ga.STRAP INSTALL 4'0"O.C.AND JACK o WALL BOTTOM PLATE TO 1-2 STORY PIER 57"OC m +:, a STUDS ON ALL OPENINGS FND.(SLAB ON GRADE) r". Cc:c!l�crt E':CF"P c,,,nat€rP ^�'s' Ecce �,rtcr�,tlon of !l�°s for inlil�i esc ct t an [',i'C°jl�CCC Or L6C-ri- �� F oJ¢ G�r�';,°I �. Cl;"n �S, 2'iErc�ti !$ er rC sionul EnZincer, is, iiie '". visions to or rc-m< of Seciion 7209Cu,' ldrchitcct Cr Er,arc-~'s f, ; :gl CONC.SLAB fJ. Y. Sta4- C�uca�icrD LUQ . voids Seal and SiEaatu,;o cj s3- 6 MIL. POLY GRANULAR FILL # ISSUE/REVISION DATE TYP.CONC. FND. DAMPPROOF m a STEEL COLUMN EXTERIOR EMIL POLY ON EXT. CONC.SLAB WOOD JOIST 1 FOR PERMIT 10.30.20 COMPACT FILL KEYWAY FOOTING. GIRDER/HEADER CONC. FOOTING. WOOD JOIST REINFORCING BAR DRAIN TILE MIN.3"STEEL COLUMN ANCHORED TO ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE N.J. MAZZAFERRO, P.E. DRAWN BY:ZEN 24"x24"x12"CONC. FOOTING SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX.2" HIGHER THAN LVL HEADERS TO �F OF NeK' ~ PROFESSIONAL ENGINEER TYPICAL CONC. FOUNDATION APPLY PILASTERS ALLOW FOR SHRINKAGE&REDUCE BUMP OUTS. g�� � rO�r DATE:10.30.20 P.O. BOX 57, GREENPORT NY, 11944 WHERE NEEDED FOR STRUCTURAL BRACING. iu g", ) n �� 516.457.5596 EMAIL:maz_lin@msn.com SCALE:NTS r�. ! , TYPICAL DETAILS SHEET NO: sslo.�A �� 7480 NORTH BAYVIEW ROAD SOUTHOLD, NY 11971 G-3 'I DRAWING LEGEND EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED NEW STUD WALL NEW STRUCTURAL HEADER.SIZES AS NOTED. 15'-0" i 13'-5" 4 ao DEN �v M LINE OF ROOF ABOVE 22'-6" DEMO KITCHEN& REPLACE IN LIKE AND KIND SECOND FLOOR ABOVE 22'-98" — - I REMOVE+ RAISE CL EXIST. GWB CEILING �'� I I EiA1'FiRM PROTECT EXISTING SKYLIGHT DEMO WALLS, DOORS& �1 CLOS. TO REMAIN BATHROOM AS SHOWN J a a a KIT CHE (— BEDROOM r 16'10" BATHRM I bo DEMOWALLS 23'-0" DEMO&REMOVE CLOSET, r?._F WALLS AND CHIMNEY CL Ch I D CLOS. — — — —J I / -_-- -- WALL TO REMAIN ti DN DEMO WALLS I I N - FAMILY ROOM q ti N (V d. N 7DN , II I II I I I I DEMO WALLS -STAIR LINE f �,L IL I I FROM BASE TO CEILING PROTECT EXISTING SKYLIGHT BEDROOM t BCC? :COf r DEMO DOORS TO REMAIN DEMO WALL STAIR LINE TO SKYLIGHT— CLOS. SECOND FLOOR ONLY DEMO WALLS — ENTRY/MUDROOM I ADD STEP --- - L 22'6 6'-7" / cL CLOS. I -Up II REMOVE EXISTING WINDOW — — rIIN 1 IF REPOSITION ENTRANCE DOOR L k - --- — -- — 24'-35�; -- — -- 14'-38�� 8 SECOND FLOOR ABOVE "Alteration of this Document except Architect and Engineer's Seal and SECOND FLOOR DEMO PLAN FIRST FLOOR DEMO PLANby an Architect or Licensed Profes- S+,gnat lre en"y gaod far initial use of 1 SCALE 1/4"-1 sr 11E i;a^-i'-0 sional Engineer, is illegal." drawin? Changes, alterations or re- Sec,ion 7209, Subdivision 2, visions to or re-use of drawings with- N. Y. State Education Law. out Architect or Engineer's Approval voids Seal and Signature on same. 1 FOR PERMIT 10.30.20 N.J. MAZZAFERRO, P.E. DRAWN BY:ZEN y�P�E OFAA'E;V PROFESSIONAL ENGINEER 10.30.20 P`'J.�IVIg22 �r P.O. BOX 57, GREENPORT NY, 11944 r �,e SCALE:1/4"@1'-0" 516.457.5596 EMAIL:maz lin@msn.com �� � ► (; 9 t' DEMO PLANS SHEET NO: p 057 /ARDFESSIONP� 7480 NORTH BAYVIEW ROAD SOUTHOLD, NY 11971 A NORM I DRAWING LEGEND EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED NEW STUD WALL i NEW STRUCTURAL HEADER.SIZES AS NOTED. 15'-0" 22-8$" I 0 - co 00 `1 EDEN 22'-6" LINE OF ROOF ABOVE 14'-4" 7'-10" SECOND FLOOR ABOVE 22'-98" NEW STEEL HEADER A364"x 3 2" x 2"ANGLE. / DOUBLE POST&LAG INTO PLATE. O NEW+ RAISE o CEILING BRTItRPi 1 V y 7'-10"X5'-5 1l2° LO o BEDROON11 o DW PROTECT EXISTING SKYLIGHT 14'-4"X11'-6" CLOS. �l TO REMAIN �' aoa D .e,R0Ok'4 Q KITCHEN o - 0 o O - 16'-10" BATHRMF_D] CLOS 0 Q vM BATHRM 2 7-10 X6-10 EXISTING SKYLIGHT TO REMAINREF LI tai O �bN CLOS. D i NEW HEADER AT RIDGE LINE(2) 14"X 9 F, N -`�" a CLOS. 2"VERSALAMS. DOUBLE POST& BOLT CNIin DN �bN NEW N FAQ',ILY ROOM o N CLOS. ti N LP— NHEADER AT CEILING LINE(2) 14"X 7111 O 1` NEW OPEN DN VERSALAMS. DOUBLE POST& BOLT Nj O o V � ry ARCHWAY LIVINGr;�`,:i ; u� �I 0S O Fe - S _ r�lw.0���".,0M 5 s PROTECT EXISTING SKYLIGHT TO REMAIN t E A° I I NEW HEADERS AT CEILING LINE(2)12"X 7 4" O CLOS" `13TR 7 j VERSALAMS. POST SPIKE OPEN STAIRWELL MUDROOM (BOTH SIDES OF STAIR) I BEDROWO,,2 BEDROOM 3 9W 1/2"X11'-0" 9'-7 1/2"X11`-0" CLOS. C` GS. UP UP Ed rIIN REPOSITION ENTRANCE DOOR 9'-71,. 8'-111„ 3'-2" 22'-6" SECOND FLOOR ABOVE NEW WINDOWS R.O.3'-0"x 5'-0" TW210410 ANDERSEN 400 SERIES -- 24'-38" k - ---- �`rc,7 nd incr's Seal and 14'38" .,'._.�L c n PROPOSED SECOND FLOOR PLAN PROPOSED FIRST FLOOR PLAN drawl rre a�l� g ad far initia, us of 1 2 ,� U� SCALE I/6"-1'-0" drawing. � 'teratians or rn- SCALE'1/4"-1'-C" dna ll�n J. Ch�:In v..J, ai vis,ons to or re-use of dravdings with- out Architect or Engineer's Approval °dAlIteration of this Document except voids Seal and Signature on sane. by an Architect or Licensed ProfeS- siorml Engineor, is illcEal." se,__,-ion 7209, Sij;-division2, 1 FOR PERMIT 10.30.20 N. Y. ;tate Education Law. N.J. M.AZZAFERRO, P.E. DRAWN BY:ZEN co; OF NES YO PROFESSIONAL ENGINEER 10.30.20 P.O. BOX 57, GREENPORT NY, 11944 516.457.5596 EMAIL:maz_lin@msn.com SCALE:1/4"-1'-0" PROPOSED FLOOR PLANS SHEET N0: a � �O�ES SI Ott P� 7480 NORTH BAYVIEW ROAD SOUTHOLD, NY 11971