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HomeMy WebLinkAbout44052-Z O�QguEFalkTown of Southold 5/12/2022 y� P.O.Box 1179 _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43065 Date: 5/12/2022 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 2020 Delmar Dr.,Laurel SCTM#: 473889 Sec/Block/Lot: 127.4-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/17/2019 pursuant to which Building Permit No. 44052 dated 8/8/2019 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 handicap ramp and"as built"covered entry,to existing single-family dwellinm applied for per ZBA#7445, dated 12/22/2020. The certificate is issued to Jernick Jr,RE&TA Rev Trt. of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44052 4/25/2022 PLUMBERS CERTIFICATION DATED 5/5/2022 Scott Kalin Alk /Ak--- Authorized Signature r "= TOWN OF SOUTHOLD iuFFat,r1 BUILDING DEPARTMENT � TOWN CLERK'S OFFICE `��. • � 4r 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#: 44052 Date: 8/8/2019 Permission is hereby granted to: Jernick, Richard 2020 Delmar Dr Laurel,. NY 11948 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 2020 Delmar Dr., Laurel SCTM # 473889 Sec/Block/Lot# 127.-4-21 Pursuant to application dated 7/17/2019 and approved by the Building Inspector. To expire on 2/6/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $696.00 CO -ADDITION TO DWELLING $50.00 Total: $746.00 Building n or 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 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 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) ,� Location of Property: a00D T)-dwLaw' �1�e- l))4-vvd House No. Street Hamlet Owner or Owners of Property: V QTY K11 C. !_, Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. O 5�-- Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ V Applicant Stgnatufje o�\�'OF SOVj�®! � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • iQ sean.deviin(aD-town.southold.ny.us Southold,NY 11971-0959 �IyC�UNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jernick Jr RE Rev Trt Address: 2020 Delmar Dr city:Laurel st: NY zip: 11948 Building Permit#: 44052 Section: 127 Block: 4 Lot: 21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Johnson Electrical Contr. License No: 58338ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor Pool New Renovation X 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 13 Ceiling Fixtures Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 13 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 2 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 7 4'LED Exit Fixtures Pump Other Equipment: Mini Split One Blower Notes: Bedroom and Bath Inspector Signature: Date: April 25, 2022 S.Devlin-Cert Electrical Compliance Form o��oF so#T�of � o Town Hall Annex 1g Telephone(631)765-1802 54375 Main Road " Fax(631)765-9502 P.O.Box 1179 G Q' Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD „P MAY n9 2022 +3UiLlJlru.3 �..,.. TOWN OF SOU r r,�u, CERTIFICATION L2�� Date: 5 i _ _ Building Permit No.,Ci 05 2- Owner a- ASS (Please print) Plumber: fi0 le (P ase print) I certify that the solder used in the water supply system contains less than 2/10 of 1%. lead. Akf (Plu ers Signature) Sworn to before me this 2 6th day of (I 1 , 20 22 DANIELLE FASULO NOTARY PUBLIC-STATE OF NEW YORK cb, 1 No.01FA6376192 Qualified In Suffolk County My Commission Expires 06-04-2022 Notary Public, O��y I k Courtly BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD CD Town Hall Annex - 54375 Main Road - PO Box 1179 %A Zr- Southold, New York 11971-0959 y�0_ 4V Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrna.southoldtownny.gov - seand(a),southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION'�(Alllnformation-Required). Date: Company Name: Name: License No.: email: Address: Phone No.: JOB SITE INFORMATION (All Information Required) Name: Address: p (', L,mA,rz re_ at, Cross Street: Phone No:: . . Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTIMOF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp-Certificate?: YES PNO Issued On Temp Information': (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect - Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals _..1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cookto p Transfer AC AH Mini Special: Comments: 1 g SOUIho! # #" TOWN OF SOUTHOLD BUILDING DEPT. ��courm,N�' 765-1802 : INSPECTION 111EA UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING' [ ] FRAMING /STRAPPING [ ] FINAL [ ] 'FIREPLACE & CHIMNEY [' ] FIRE SAFETY:INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION' [ ] ELECTRICAL-(ROUGH)! [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: UYI I'�✓?/__ . DATE l D INSPECTOR SUUTho`o Lf 9057? 20?.0 Debvt a # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1-NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ j 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 I INSPECTOR qdSe--- - # TOWN OVSOUTHOLM BUILDING DEPT: �yco 765-1802 INSPEC [ ] FOUNDATION IST [ ] UGH PL13G. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY [" ] -FIRE SAFETY_INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ I. ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: CQ�v D d DATE yU INSPECTOR OF SO//Tyo� � � 0 l # # TOWN OF SOUTHOLD-BUILDI G 'DEPT. `ycouxn '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND . [ ] INSULATIOWCAULKING . [ ] FRAMING/STRAPPING [ ] FINAL [ ,A FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION :[ ] FIRE RESISTANT PENETRATION (`] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: &Awke �f ec�- JA e- ol�k-er one , DATE i INSPECTOR . qu ✓� 0f SOOT _____-------- bO ,`pia 9plo # TOWN OF SOUTHOLD BUILDING DEPT. `ycouome�' 765-1802 INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ °] SULATION/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: [ ✓(!/ csv - via nLf ut, t AT6 DATE l INSPECTOR Of SOUl,�O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION. [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] 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: 2D 'I ti,A4r-'Fg5' 5GGblC-X LFR7LPsc/q-r 2C-CGr 1� tl wAoo" c 0/)- 0 DATE l L7S INSPECTOR /6/1 Li L-0 5 2, J.,o W7?elm4 SOUTyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 765-1802 INSPECTION [ ] 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 [ ] PRE C/O REMARKS: d �� f:r-1 MAI, �•'��! e O /1(:0- DATE ZS INSPECTOR ��` N. J. MAZZAF ERRO, P.E. JUL 2 2 202 PO Box 57, Greenport,N.Y. 11944 BUILD NG DEPT. Phone - 516-457-5596 TO VT O.F SDTii'TOLD Consulting Engineer July 21, 2021 Design, Construction, Inspection Town of Southold-Building Department 53095 Main Road PO Box 1179 Southold NY 11971 Re: 2020 Delmar Drive Laurel,N.Y. 11948 District-1000, Section-127, Block-4, Lot-21 Building Permit Number—44052 Inspection—Insulation for Extension On June 29, 2021, I inspected the insulation and caulking installed at the noted location. The inspection covered the first floor, walls, and ceiling/roof. The inspection results are: 1 —Walls—Insulation 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 IRC,NYS and Southold Town Building Codes. 2—Ceiling/Roof—Insulation provided and installed by Delfino Insulation Co. Insulation provided rated as R-30. The insulation provided was done in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. 3 —First Floor/Cellar Ceiling—Insulation 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 IRC,NYS and Southold Town Building Codes. Result-The insulation and caulking installation as verified by the letter dated June 27, 2021 from Delfino Insulation Co, signed by Tammy Mazzara, is compliant with all applicable codes and conforms with the design specifications. (Copy attached) Nicholas J. Mazzaferro, P.E. of o z o n . 0 AR°FESSI ONNV } Del n® Insulation Go.,, I xis � F 317 Burman Blvd,Calverton,NY 1.1933 CERTIFICATE OF INSULATION JOB INFO: Five Star Construction DATE OF INSTALLATION: 06/27/21 2020 Delmar Drive Laurel, NY 11998 2x4 Exterior Walls 2x8 Open Flat Ceiling INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM U FIBERGLASS 3" R-21 Q FIBERGLASS 10.25" R-30 CELLULOSE ❑ CELLULOSE New Cellar Ceiling INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM ❑✓ FIBERGLASS 5.5" R-21 ❑ FIBERGLASS ❑ ROCKWOOL ❑ ROCKWOOL 2x4 Closed Kneewalls INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM ❑ FIBERGLASS ❑ FIBERGLASS CELLULOSE ❑ CELLULOSE [] FIRE CAULKED TO CODE DATE OF INSTALATION: 06/27/21 FIRE BLOCKED TO CODE DATE OF INSTALATION: N/A ❑ AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: N/A Fj IGNITION BARRIER TO CODE DATE OF INSTALATION: NIA ❑ THERMAL BARRIER'TO CODE DATE OF INSTALATION: N/A Il Tammy Mazzara certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the installation was conducted in conformance to applicable codes and standards and regulations. HORIZEO SIGNATURE q 05,2 N. J. MAZZA,FERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer June 22,2021 Design, Construction, Inspection Page 1 of 1 Town of Southold-Building Department 53095 Main Road I r HIE, PO Box 1179 L� Southold NY 11971 JUN 2 4 1091 Re:2020 Delmar Drive Laurel,N.Y. 11948 ,BTJ1-LDTNG DEPT. District-1000, Section-127,Block-4, Lot-21 Building Permit Number—44052 i Inspection—Rough Plumbing I if On June 19,2021,I inspected the construction for the new addition at the noted;location. The inspection covered the interior plumbing roughing for the Drainage Waste aril 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 fb the existing system. All construction was done in compliance with the applicable sections of the IRC,NYS and Town of Southold Building Codes. ,l i 2—WS—System was fully exposed and readily viewed. I observed all hot and cold water supply lines. System constructed as required. All construction was done in compliance with the applicable sections of the IRC,NYS and Town of Southold Building Cedes. Result—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 IRC,NYS and Southold Town Building Codes. d of NEW MA Nicholas J.Mazzaferro,F.E. •,off �� A���ESSIO�A N. J. NIAZZAFERRO, P.E. DEC 1 2 2019 PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer December 6,2019 Construction, Estimating Labor Law Page I of 1 Town of Southold-Building Department Southold Town Hall 53095 Main Road PO Box 1179 Southold NY 11971OF NEIV 45� Re: 2020 Delmar Drive Laurel,N.Y. 11948 District-1000, Section-127,Block-4, Lot-21 LU Building Permit Number—44052 Inspection—Framing On December 6, 2019,1 inspected the construction at the noted location. The inspection covered the framing for the alteration/addition to the existing structure. The areas inspected included the garage and the rear of the existing house. The framing work included exterior and interior walls, ceiling and roof. The inspection results are: Items inspected included lumber type/grade, lumber size, dimensional spacing, framing connections,header sizes,bearing, continuity strapping and integration with existing framing. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. In particular the applicable Sections of Chapter 5 —Floors, Chapter 6—Wall Construction, and Chapter 8 -Roof-Ceiling Construction of the 2018 IECC. Result-The framing work, as verified by field inspection on December 6,2019, is compliant with all applicable codes. IPAG Nicholas J.±MazzaferVo.,P.E. N. J. MAZZAFERRO, P.E. PO Box 57, Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer May 12, 2021 Construction, Estimating, Labor Law Page 1 of 1 Town of Southold-Building Department Southold Town Hall 53095 Main Road G,�g PO Box 1179 Southold NY 11971 MAY 1 3 2021 Re: 2020 Delmar Drive Laurel,N.Y. 11948 I"j.T TTrc- District-1000, Section-127, Block-4, Lot-21 Building Permit Number—44052 Inspection—Foundation for Extension On April 21 and April 29, 2021, I inspected the construction at the noted location. The inspections covered the foundation work for the addition to the existing structure. The area inspected included the addition on the south side of the existing house. The foundation work included the footing and foundation wall reinforcement and keyway. The completed foundation and damp proofing were also inspected. The inspection results are: Items inspected included dimensional spacing, rebar placement and connections. The finished foundation wall and damp proofing were also verified. Result- The foundation work was done according to approved plans and in compliance with the applicable sections of the NYS and Southold Town Building Codes. The foundation, as verified by field inspections on April 21 and April 29, 2021, is compliant with all applicable codes. OF Nicholas Mazzaferro 5 5�• o� Nicholas J. Mazzaferro, P.E. z o �F "O 5-7 AROFESS1010, N. J. MAZZAFERR®, P.E. PO Box 57,Greenport,N.Y. 11944 Phone- 516-457-5596 Consulting Engineer May 21, 2021 C'ozrm-ection, Labov Law Page 1 of 1 Town of Southold-Building Department Southold Town Hall 53 095 Main Road - j PO Box 1179 0 Southold NY 11971 M AY 2 5 2021 Re: 2020 Delmar Drive Laurel,N.Y. 11948I?r'r1Y�:1� T° District-]000, Section-127, Block-4, Lot-21 Building Permit Number—44052 Inspection—Foundation for Extension On May 18,2021, I inspected the construction at the noted location. The inspection covered the framing for the alteration/addition to the existing structure. The areas inspected included the garage and the rear of the existing house. The framing work included exterior and interior walls, ceiling and roof. 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 foundation and existing framing. The framing work was done according to approved plans and in compliance with the applicable sections of the IRC,NYS and Southold Town Building Codes. Result-The framing work, as verified by field inspection on May 18, 2021, is compliant with all applicable codes. t�OF dv O Nkboks 1Mluzzaferro 3• Nicholas J.Mazzaferro,P.E. r " o n � zw Ro�fSSIO�P� G ^� FIELD INSPECTION REPORT DATE COMMENTS La I 44W FOUNDATION(1ST) ---- ------------------------------- FOUNDATION(2ND) z .cam fle-. CD Cz:p H ROUGH FRAMING& 1 nwI ~ ID PLUMBING v6s A Apr a r INSULATION PER N.Y. STATE ENERGY CODE M bo %0- FINAL ^FINAL ©1" V .� go)p-oPam AE2 s Sotbe[L CE9, oz ac b ADDITIONAL COMMENTS cl r7y6 no rel t Z.&L. o 1a-��-t� • �G �q� q�� �3 �m l Z l l -p ovC( - I- s a LL �s 1 Iz 7 5-9- a-q � � z �d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. v Check Septic Form N.Y.S.D.E.C. e �.7 Trustees `} Flood Permit Examined20 i Octtorm-Water Assessment Form n, JUL 1 L Contact: l Approved 20 y 2019 Mail to: V1 Disapproved a/c bj `� Phone: 1f���' 7Expiration 200 "Jr`z AWMIL11134pector APPLICATION FOR BUILDING PERMIT 1 ) / Date v0I 20—Li 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) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder tcsl�w Name of owner of premises kJ j a Yl I (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locatio_n of 1 d on which roposed wok ill be done: vgo �.i rltct� fi�i�2. House Number Street Hamlet County Tax Map No. 1000 Section I a Block Lot J- Subdivision Filed Map No. Lot } a' ` 2. State existing use and occupancy of premiss and intende�3use and,occupancy of p oposed construction: a. Existing use and occupancy �1qA I 2, —F14AI r,L S{ b. Intended use and occupancy cA� V-) &0l I oyl . 3. Nature of work(check which applicable):New Building Addition__X _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. a i 7. Dimensions,Oyf YAstin structures,if any:Front )5• t Rear s Depth ?J Height / `� — Number of Stories yo Dimensions structure with alteratio s qr ad itions: Front Ream Depth Height �� F/— Number of Stories 8. Dimensions of entire new construction:Front (� �o Rear / r Depth '30 (J Height - d �/� Number of Stories 9. Size of lot:Front 12 Rear Depth c7•"/ �`� 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated e —Lt 12.Does proposed construction violate any � ,^,zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO&V Will excess fill be removed from premises?YES_kNO 14.Names of Owner of pmemises Je(�l l Address*"�I" ( Phone No. Name of Architect Flit _} 2.IJ Address Phone No Name of Contractor 15,Qv 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 MAYBE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO/" *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 171Gt� b Ulf vty' being duly sworn,deposes and says that(s)he is the applicant (Name of indivi ual signingntra-cc1t))above named, ✓ (S)He is the &Si7CYL 'r (Contractor,Age ,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 thi �d f 9 th day of L qftlla Z TRACEY L. DWYER STATE OF Notary P V c NO.01 DW6306900 Signature o plicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2-a 01 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 L TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form D.E.C. Trustees 1 Trustees Flood Permit Examined 2 DIG Storm-Water Assessment Form G Contact: Approved 1,2.0 Mail to: Disapproved a/c Phone: Expiration 120— Build 20Buildr APPLICATION FOR BUILDING PERMIT \ ` APPROVALDate VtJ I ,20]'9 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) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premisesy U VIA (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location QfOlLg and o whic ro �se work il�v 1 be done: Lzofeo House Number Street 1� Hamlet County Tax Map No. 1000 Section_1(D-1 Block 4 Lot �I Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and inten4ed use occupancy of propose construction: p a. Existing use and occupancy �d'L�I l� J�I L(,� (2-�5 A"l b. Intended use and occupancy W/ �- 3. Nature of work(check which applicable):New Building Alteration Repair Removal Demolition Other Work escription) 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 pxisti g structures,if any:Front 5 5 7 Rear-6-5 .7 r Depth Height 4-1 Number of Stories Dimensions.pffagg structure with alterations or�addi ions: Front J` Rear Depth f Height f r Number of Stories 8. Dimensions pf lir w construction:Front �—� Rear a d 0 Depth c2 P, S' Height / t/ Number of Stories T 9. Size of lot:Front 9 / Rear /a - ' Depth vl�/y ' 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 1'`— 40 12.Does proposed construction violate any zoning law,ordinance or regulation?YES/L6 NO 13.Will lot be re-graded?YES NOX Will excess fill be removed from premises?YES/1-0 NO 14.Names of Owner ofmises 2 AA Address Phone No. T e Name of Architect o Address Phone No Name of Contractor Address Phone No.�p 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES N0' *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY B1.EQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO) *IF YES,PROVIDE A COPY. STATE OF NEW YORK) - SS: COUNTY OF e ,, ,/ o�yl Gt4 Duy q-o being duly swom,deposes and says that(s)he is the applicant (Name of individtial signing c ntract above named, (S)He is the (Contractor,Agent,CWporate 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. Swom to before me this i 1 -7 day of 101 20 1 C� TRRA.CEY L.DW ER Not ub nT ruw t ATE OFNES ignAtureofA 1cant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNT` COMMISSION EXPIRES JUNE 30,P,Q-aa-, Scott A. Mussell ,�61- STO]KMWA\T]E K SUPERVISOR 59 � AM[A.NA,G]EM IE'IN\\ F SOUTHOLD TOWN HALL-P.O.Box 1179 6 53095 Main Road-SOMMOLD,NEW YORK 11971 Town of Southold CRAFTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING. (CHECK ALL THAT APPLY) Yes No ❑� 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. ❑P C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑M� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[ E. Site preparation within the one-hundred-year f loodplain 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! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: Distrc NAM t�v — Section B _ I Lot o/VW V `fsS=tuW � FOR BUILDING DEPARTMENT USE ONLY**** Contact Information: lY "''—q 3a— (rekph.-Number) Reviewed By: �7 - - — — — — — — — — — — — — — — Date: /� Property Address/Location of Construction Work: — — — — - - - - - - - - - - - - - -- - - - rJ — — — L 0a® }�IJY�(`A�" Approved for processing Building Permit. Stormwater Management Control Plan Not Required. 1/ �tA ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 _ Southold, NY 11971-0959 ; BUILDING-DEPARTMENT NOTICE OF--.UTILIZATION OP.T-RUSS TYPE CONSTRUCTION,.PRE-ENGINEERED; WOOD CONSTRUCTION AND/OR TIMBER.CONSTRUCTION Date:'_ e Owner: Location of Property Please take notice that the (check applicable line): New commercial or residential structure C) Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction(TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line):_ Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature. Name (person submitting this form):;- Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 rcSig oto` :.._ BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD s'o:, " Town Hall Annex - 54375 Main Road - PO Box 1179 4 Southold, NewYork 11971-0959 t Telephone (631) 765-1602 - FAX (631) 765-9502 ,. rogerr(a7-southoldto nn .gov seand�southoldtownn .-gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1211.62 f Company Name: \Arl-y4 deer QAC c Name: License No.: email: Address: )tciak Phone No.: s76 2 2 6G ,2- JOB SITE INFORMATION (All Information Required) Name: .cam Address: 20-� Cross Street: �,r Phone No.: Bldg.Permit : -6--z- email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: DE / NO Rou ` In Final Do you need a Temp Certificate?: YES QVO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A Deters Old Meter# New Service- Fire Reconnect- Flood Reconnect - Service Reconnected - Underground - Overhead Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: r , PAYMENT DUE WITH APPLICATION 4 J I",-/ 510 �i Request for Inspection Form.As t�� PERMIT# Address: Switches e Outlets Tf G F I's Surface Sconces H H's UC Lts Fans l` Fridge HW Exhaust ' Oven WAD Smokes DW Mini Carbon .. Micro Generator. ComboCooktop Transfer AC AH Hood Service Amps Have Used Special: 1 Comments: FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: July 24, 2019 TO: Nancy Dwyer (Jernick) PO Box 632 Southold,NY 11971 Please take notice that your application dated July 17, 2019: For permit to: construct additions/alterations to existing single-family dwelling at: Location of property: 2020 Delmar Drive, Laurel, NY County Tax Map No. 1000 - Section 127 Block 4 Lot 21 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 22,088 sq. ft. lot in the R-40 District with two front yards, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring 20,000-39,999 square feet in total size require a front yard setback of 40 feet. The site plan notes a front yard setback of 35 feet 2 inches (Delmar Drive) and a front and setback of 21 feet 2.5 inches (Joseph Street). Authorized Signat Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: July 24, 2019 RENEWED: February 18, 2020 TO: Nancy Dwyer(Jernick) PO Box 632 Southold, NY 11971 Please take notice that your application dated July 17, 2019: For permit to: construct additions/alterations to existing single-family dwelling at: Location of property: 2020 Delmar Drive, Laurel, NY County Tax Map No. 1000 - Section 127 Block 4 Lot 21 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 22,088 sq. ft. lot in the R-40 District with two front yards, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring 20,000-39,999 square feet in total size require a front yard setback of 40 feet. The site plan notes a front yard setback of 35 feet 2 inches (Delmar Drive) and a front yard setback of 21 feet 2.5 inches (Joseph Street). Authorized Si tur Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: Cale,Z.B.A. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: July 24, 2019 RENEWED: February 18, 2020 RENEWED: August 10, 2020 AMENDED: August 10, 2020 TO: Nancy Dwyer(Jernick) PO Box 632 Southold, NY 11971 Please take notice that your application dated July 17, 2019: For permit to: legalize "as built"covered entry and to construct additions/alterations to existing single-family dwelling at: Location of property: 2020 Delmar Drive, Laurel, NY County Tax Map No. 1000- Section 127 Block 4 Lot 21 Is returned herewith and disapproved on the following grounds: The proposed and "as built" construction, on this nonconforming;22,088 sq. ft. lot in the R-40 District with two front yards, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring 20,000-39,999 square feet in total size require a front yard setback of 40 feet. The site plan notes a front yard setback of 35 feet 1 inch (Delmar Drive) and a front yard setback of 21 feet 2.5 inches (Joseph Street. Authorized Si nature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERSOF $!7� . Southold Town Hall Leslie Kanes Weisman,Chairperson �� ly0 53095 Main Road•P.O.Box 1179 Southold,NY.11971-0959 Patricia Acampora Office Location: Eric Dantes u� ,e Town Annex/First Floor, Robert Lehnert;Jr. .. .i 54375 Main Road.(at Youngs Avenue) Nicholas Planamento Southold,NY 11.971 10OUIVi'1,� http://southoldtownny.gov. ZONING BOARD OF.APPEALS. RECEIVED . TOWN'OF SOUTHOLD Tel.'(631)765-1809 Fax(631) 765=90.64 DEC 2 9 2020 - Soya . Old Town .Clerk. FINDINGS, DELIBERATIONS ANS? DETERMINATIO. 1 WING OF DE.CEMDER 211.2-02-0 ZBA FILE: 7445 NANIE.OF APPLICANT: Alchi �&Tara.-Jern ck PROPERTY LOCATION: Io2o Deiriiar:Drive,Laurel;.NY SCTM No. 1'000-1274-21.. SEQI2A DETERMINA.TTON: ;The•Zoning Board of Appeals.has visited the property under cbns7deration'hi this application and'deteriniiies that:tliis..zevLeW.falls under tl e Tyke II categoxy;of the State's.I ist of A non , without .. . ..`:' further.steps under SEQRA: . SQ-.0 . COUNE This hppiicatiori:�vas.:r ferrel. as_ egiiired under the Suffolk County Administrative Code Sections:A_14-14to 23, aricl the Suffolk County Department of planning issued its:-, reply dated October 20,.:2020:.stating::that this application rs corisidei ed.a matter for local deteiA rmination as dire appears o be rio significant county-wide:of inter-coirimuiiity impact. LWRP IDETERMEATION; The.relief, perriiit; or interprexation reCuest: d inAl's applicatipri.;isaisted under.the::`; Minor Actions.exempt list and.is not subject to review under Chapter 268. PROPERTI'.FACTS/DE•S.CRTPTION.: . The subject property is a 22, 088'8t]..ft. parcel in afi R-40 Zoning-District,. The parcel has approximately:l2.5,ft.of frontage along the west.side' of Delmar Drive, then runs 182, 96'` feet west to I rear property'line, where it turns 124.44 feet south to Joseph_Street, then it has an approximately-182:00.feet frontage on Joseph Street. The property is improved with an existmi g one story framed house:- Joseph ttr-6&t is a. dead-end street ithat stops at the"end.of the subject property as shown.on survey prepared by Jolui Metzger,LsS. last revised March 12, 2002;. BASIS :OF APPLICATION: , Request.for Variances from Article .XXITl, Section 280-124- and.be:Building. Inspector's Renewed and Amended August 10, 2020-Notice of Disapproval,based on.an application for a.permit;to , . . . . legalize an "as built" covered entryand to.construct additions and alterations to.an existing single faiiiily dwelfing; . at 1) less than the code required minimum front yard setback (Delmar.Dri-V of 40 feet; 2) le"ss '.than the. code required minimum front yard setback(Joseph Street) of 40 feet; located at: 2020 Delmar Drive,.Laurel,NY. SCTM No. 1000-127-4-21. RELIEF REQUESTED: The applicant requests variances to legalize an existing "as-built" covered entry with a front yard setback of 3.5 feet 1 inch where a minimum front yard setback of 40 feet from Delmar Street is required; and to construct a one-story addition extending from the southerly side of the dwelling having a proposed front Page 2, December 22,20.20,«_--- #7445, 0.20.«_::#7445,Jernick SCTM No. 1000'-127-4-21 yard setback from Joseph Street of 21.2 feet where a:40-foot minimum setback is required;.on this corner.ptoperty, .with two front yards.. ADDITIONAL INFORMATION::..Ti testimony from the owner, the as-built front entry is a liaridicapped:r: p for one:of the owner's. children. The proposod.addition is located ori'a'front:yard of a road that.'i9:only as Tong as;the property. Joseph:S'treet dead ends at the westei-i end of the.:property and is more:of a cul=dewsac than:a true roadfi FINDINGS OF PAC!/REASQS,FOR.BOARD`tACTTON: The Zoning;Board of Appeals held u public heating on this application on December.3;2.020 at Which time written and oral evidence were.presented.. -Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the follo`twing facts to'be.true Arid "relevant and makes-the followingfndings.: 'Grant of the variances-will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed addition to the.Building is on a road that:dead ends,aowards the western edge of th.e property; so it�is not a through street. The rieiglibor,on the opposite side.of Joseph Street.'also faces Delmar and the side of their home is well screened from Joseph:Stre'et.,with mature evergreens. ":The "as-built" addition-to the f.ont-of-the house along Delmar Drive is a handioapped ramp with.an open covered entrance porch at the:front dp`or;typical.of many other..homes:in the neighborhood. 2 I`own:L:a+w&26 =1s(31(b)'az,�....Tl c benefit sougltt:by.the applicant cannot be acl ieve y some nethocl feasil le for;:the applicant:to pigsjt e;.other than.szea>vaxiailCes The piroo!V-,:.is a corner YQt.having;twb,front yarda The, hole is sited with eoriforming'seti:acs from botfi Deiiar and'.Josep Streets so any addition iri dither of those. front yards,wyill:require v.ariarice relief.. I Town.14w.4267=liQ):(b.)(3).. .The variances granted-herein are mathematically substantial; the "as=built" front entryparch anal ramp.addition facing.:Delmar Drive represents a-12.:25% relief from the;.code, and.the.proposed addifion-facing Jose0h-Strerepresents;47%re].ie'f.frozri th'a code. :However;the properly h`as'trvo et :frorit Bards the yard in question is facing .Joseph Street,..which 'is not a through street. The as-limit fr6it addition as a combination'-of ahandicapped ramp.and a covere:d-entryway.which is-op air and not lidbitable'spaee: 4. Town.Law,U67-b(3)(b)(.4)... No evidence has been submitted to suggest that-a variaince in this,residential . community will have an.adverse impact on. the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 23.6 .of'the Town's Storm Water Management Code 'and.Ihe conditions imposed bythis-board. 5. Town:Law 4267-b(3)(b)(Q.. The.difficulty has been.self created, The applicant-purchased-the,parcel after the Zoning Code was in- effect and, it is presumed that the applicant.had actual :or constructive knowledge of the . limitations on the use..ofthe parcel under the 2oning.Code ideffect to or at the tirne of purchase, 6. Town.LaW,4267-b. Grant of the requested relief is the minimum action necessary and adequate-to enable the applicant to enjoy the benefit of:a covered porch entry and proposed bedroom addition while.preserving and, protecting the-character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the Balancing test under New York Town Law 267-B, motion was offered by Member Lehnert, seconded by Member Weisman (Chairperson), and duly carried, to Page 3,December 22, 2020 #7445,Jernick SC'fM-No. 1000-121-4-21 CRANT the variances as applied for, and shown on the site plan.and buildirig�plans (Page.l thrd Page 5)prepared by Nick Mazzaferro, Professional.Engirieerj last revised S;epteinber 22,.2020: SUBJECT TO THE.FOLLOWINGCOhTDITIONS''..`: .: :.-. • . - . 1: The as=liiiiltcovered:entry sIt'aft remain`open to the:air aii`d uitencl.osed- 2.: The applicant.mpst appiy to th a Builihng Department for a bi dd ing permat foie.#Ito:'.'.as bualt"` improvement(s)within 30 da�s:ofthe d4.fe of alias decision aind sulmitsa: e to ahs Office Qf the. Zoning Board of Appeals;ar su iriit a vf'ntfen..re.iuest for ati:eJet nsion fo tike Board of Appeals set#�ng'forth the reasoii(s);vliy thea plieant v►%as`unable to obtain a bu'lcling permit-in the' time ailotted: I . The applicant must obtain a Certificate Qf Oceupancy froiri.-the Building bepartment.for the. as Built" mproveinent(s)..:and subitaif sameto the Office`::of the:Zo.ring Board of Apeais,'vithin 3: months of this.(fecasiori:or submat:a n en reduest.for an extep ioir to.tli.e) t ard'bf Appeals setting forth the reasons)why the applicanti,.waS tiiinhle.to olitaii�a Cextifcate.-of occupancy_in-tlie time allotted. 4. At.the discretion..of the Board of Appeals;failure to comply with the above:conditions may render this decision null and void: 5. .-This approval shall not be deemed effective until ahe required conditions have.been met;and failure to comply therewith will render this approval null and void That the.above conditions be ivriffen.into th�;Building:hspector's Certicate.of Occupizncy;ivher issued: Any deviation from the survey;site plan andlor architectural drawings cited in this.deciszon willregult..in Mays dnd/or a possible denial by the Building Department'ofa,btiitding'permit;and may require a new application dtrd pub'lie . hearing before the Zoning Board ofAppdals:, Any deviation from the variances)granted herein as:shown on the architectural drawings,•site plan dndlor survey:cited above,. such as dlteratibns, extensions; or demolitions, are.not 'authorized under this application when involving nonconformities;under the zoning code. This:action does not authorize or condone any current or futur.a use,-setback or other feature of the subject property that in ay violate-the Zoning Code, other'than such uses, setbacks and other features as are e expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in-nature for an.alteration that.does not increase.-the degree ofnonconformity. Pursuant to-Chapter 280-146(B).of the Code of the Town of Southold any variance granted by the Board bf . Appeals shall become null and void where a Certificate of Occupancy has not been:procured,.and/or a subdivision map has.not.been fled with the Suffolk.County Clerk,withilit. hree.(3):years:from the date such. variance was granted. The B'oa'rd:of Appeals may;upon written reggest prior to.ahe date of expiration; grant an extension.not-to exceed three (3)'consecutive one.(.1)year terms. Vote of the Board: Ayes:Members Weisman (Chairperson), Acimpora,Dantes,Lehriert, and Plan amento 6eslie Kanes WdiismaiVChairperson Approved for filing/� /2-3 /2020 BOARD MEMBERS � v6t)F SCUT Southold Town Hall Leslie Kanes Weisman,Chairperson �� y0 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acamporaic Office Location: Eric Dantes G Town Annex/First Floor, Robert Lehnert,Jr. ,'`c0 �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento COU M`l Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD April 6, 2021 Tel.(631)765-1809 •Fax(631)765-9064 Richard Jernick 2020 Delmar Drive Laurel,NY 11948 RE: Request for De Minimus Determination Appeal No. 7445,Jernick, 2020 Delmar Drive, Laurel SCTM No. 1000-127-4-21 Dear Mr, Jernick; I am in receipt of your correspondence, received March 8, 202 1,.requesting a de minimus determination in the above referenced Zoning Board of Appeals decision. In your letter,you request a de.minimus approval to construct a full basement under the proposed addition attached to your single family dwelling; instead of the approved crawl space. When inquired as to the use'of this space,you .responded in an: email;dated March 30, 2021,that you plan to heat the full basement._ Then in your letter received on Apri15,2021 you.state that the basement is "going to be non-habitable.". Based upon the information provided,I havedetermined your request is de minimus in nature because the.. change does not increase the degree of non-conformity.and upholds the.intent of the original ZBA decision conditioned upon the following:. 1. The full basement shall remain unfinished and unconditioned. 2. There.shall be no installation of heating or A/C units. Please be.advised that conditions set forth in Appeal No. 7445 still apply. Condition No. 3 of the December 22, 2020 approval required that you obtain a certificate of occupancy within three months of the Board's decision, or submit a written request for an extension. If you have not been able to comply, I suggest you make a request for an extension at this time. In addition,please submit to our office two.original signed and stamped architectural plans from your design professional depicting the aforementioned change. Contact our office if you have any further questions or concerns. I will:instruct the office to send a copy of this letter to the Building Department. Sin' ie Kan Weisman Chairperson cc: Michael Verity, Chief Building Inspector Richard Jernick MOiv" 2020 Delmar Drive I Laurel, N.Y. 11948 APR '0520 21 i r Southold Town Board of Appeals: On February I was granted a.variance for my property located at 2020 Delmar Drive in the-Hamlet of. Laurel,after which I realized a slight error on my part. The plans call for a crawl space and I intend/request-to have a full basement instead. This basement is going to non-habitable. This change does not affect the prior variance already approved for this room which is intended to serve a space for a caregiver for my 24-year-old handicapped son. Your assistance in this matter is greatly appreciated. Richard Jernick ANY AL 7ERA 7A7N OR AD0/ TO 7}X4 SLA A VKYA OF SEC770N 7dOL OF ThE NEM Y01EC STA BDtACA�q�/f AM T AS PER C 7109- E ALL�ER 7FL OR ,�,f j8Q'96 A ccr roCp�{pL r xrrN suo LAW 7lp or en�rarvrd•� �pT Q N°L�s b eY ANY ANS 7OW s fW • AND I eRaaNr• ro-W •ARE NOT w CONPLNMCE N77N ME caw. SURVEY OF PROPERTY AT LAUREL N �,•Q3'40• E' TOWN OF SOUTHOLD SUFFOLK COUNTY N.Y. woo - 127. - 04 - Yr SCALE+ Y' s 20' i r , MA", 22002 IFICATIONI LOT ® , N aa� ' rive.. 1 149J4' . i ST . JOso �f,0f MSW YO CERTFED Ta RICHARD E. JERNICK JR. Y.S. LIC NO. 49618 NOTE,LOT NUMBERS ARENCED TO i TARA A. JFRM'CK `MAP OF LAURELCOWTRY.ESTATES' ` FLATBUSH FEDERAL SAVINGS d LOAN ASSOCIATION.' ALLSTATE ABSTRACT P.C. AREA = 22088 sq. f! PtOLsCO COUNTY C goes I o�� ...� X(631) 765 -17-9 1ZGenerated by REScheck-Web Software Com pl iance ' Certificate Project Jernick Energy Code: 2018 IECC Location: Laurel, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 14% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2020 Delmar Drive Laurel,NY iCompliance:Passes using UA trade-off Compliance: 1.1%Better Than Code Maximum UA: 92 Your UA: 91 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 420 38.0 0.0 0.030 13 Wall 1:Wood Frame,16"o.c. 630 18.0 0.0 0.062 33 Door 1:Glass 21 0.300 6 SHGC:0.24 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 70 0.300 21 SHGC:0.28 Floor 1:All-Wood)olstfrruss:Over Unconditioned Space 420 21.0 0.0 0.044 18 Compliance Statement. The proposed building design described here Is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements In REScheck Version:REScheck-Web and to comply with the mandatory requirements listed In the REScheck Inspection Checklist. Name-Title Signature Date Project Title:Jernick Report date: 01/14/21 Data filename: Page 1 of 9 JERNICK RE51DENCE Addition to Existincj R,051dence, 518°29'30"E 124.44' DISAPPROVA[ oo m (L/C\J o �- LLJ � - v g p o _ o LU 0 u� EXISTING POOL z Q� � w SITE PLAN SCALE: 32" = I '-0" SCTM: 1000- 127-4-21 Information taken from LU survey prepared by O Peconlc Surveyors, John Metzger LU Southold, New York z dated March 12, 2002 LU PROPERTY AREAS: N p Existing Lot area: 22,088 5q.ft. E 3 0 House (existing w/ porch): 1999 5q.ft o z - m Deck: 75G sc[.ft. s o LL Pool: G46 sCI.ft. o J U O Total area: 3403 LU Existing lot coverage: 15.4% J Proposed New Area: 40G 50[.ft O Increased Porch Area: 29 5C[.ft. L, 42'-6" Increased Deck Arca: 12 1 5Cj.ft. (S) # 5'-0" 391-11, O Total Area: 3959 5CJ.ft. _ PROPOSED LOT COVERAGE: 17.9% O EXPANDED DECK PROPOSED I STORY z j O BEDROOM ADDITION ►_ 0 0 -221-) p, Q N N EXISTING I STORY Ln HOUSE w/ ATTACHED GARAGE TO REMAIN f-- W W LL Q � 1'-2 I/2" W N 15'-0" N 20'-0" 3 � z LU C; AREA OF EXISTING (n o 00U PROPOSED NEW FRONT ENTRY PORCH- 0 w — ENTRY PORCH TO BE REMOVED AND a/- REBU I LT w o u z b W ? � U Ln (V c m LLJ o � � 3 Q a z 0 v o U = _ z z o N K: 29.78' z L: 40.22' N22032'50"W 99.74' N DELMA DRIVE R R VE PAGE: UNAUThfORIZED ALTERATION OR ADD/TION TO TMS DRAW/NG AND RELATED DOCUMENTS l3 A VIOLATION OF SEC 7209 OF THE N Y"S. EDUCAT/ON LAW I JERNICK RE51DENCE PROPOSED NEW p CONSTRUCTION Addition to EX15tin� Re51dence 12 -78 N O � n p[ � — W A21Ln j O W Q l� Z 3068 w/ TW2846 LLTWA284G TW2846 TW2846 2- 1468 I --- EXISTING LE5TING EQ� J W J . U Q >-- C) cn L �] NEW ENTRY PORCH FRONT ELEVATION - \ N c6 E 3 O PROPOSED ADDITION ��r R �~b �;�w — � � �8��:� ®� a� `r�u v 4�s � N 6� ```" Z N � � 02 � o � (i R/ PROPOSED NEW PORCH . N J (n z C) W2846 W2846 - Q EXPANDED DECK O ry Li W Q Ln RIGHT 51DE ELEVATION N t SCALE: 4" = I '-0" z U PROPOSED NEW z CONSTRUCTION N O U W -- � — In — --- m v m z D U U o � s �FAN MI Q z rFEX15TING z -- TW2846 FW031611 FW031611 fVV031GI1 fW031G) I EXISTING TW2852 TW2852 TW2852 EXPANDED DECK T 73 N BACK ELEVATION SCALE: 4" = I '-0" PAGE: UNAUT>ORIZED ALTERATION OR ADDITION TO TlllS OR AND RELATED DOCUMENTS lS A VIOLATION OFSEC. 7209 OF THE N.Y.S. EDUCATION LAW 2 PROPOSED NEW CONSTRUCTION 42'-10" ._ LU T) O O z Z N DOWN TO Q Z GRADE I I I Z I J LLI I Q � I I I I NEW DECK AREA WALL LEGEND: I � I I _____ AREAS TO BE REMOVED EXISTING MASTER EXISTING DECK AREA I I EXISTING STUD FRAME WALLS/PARTITIONS TO REMAIN AS 15. PATCH ANY SURFACE MATERIAL IF AFFECTED BY CONSTRUCTION I — I N I V � EXISTING STUD FRAME EXTERIOR WALLS TO REMAIN AND BECOME INTERIOR WALLS; i 15'_0" N N REMOVE SIDING AND SHEATHING * INSTALL CLOSET O O 1 n 5'-0" }- O 2 DRYWALL TO NEW FINI5HED SPACE \ o z NEW CONSTRUCTION CLOSET O � IF X 4" STUD FRAME EXTERIOR WALLS `� U O U - FRAMED @ 16" ON CENTER. I"CLOSED CELL SPRAY FOAM INSULATION * R-1 1 BATT,2' PLYWOOD SHEATHING ON EXTERIOR, HOUSE WRAP O 51DING TO BE HARDIE LAP OR AS SELECTED BY OWNER; z" GYPSUM BOARD ON INTERIOR SIDE 2"X 4" INTERIOR STUD PARTITION, HALL (W w/ I LAYERl" GYPSUM BOARD ON EACH BATH SIDE; USE MOISTURE/MOLD RESISTANT l I I I o BOARD IN LAUNDRY* BATH AREAS*- USE li � I I CEMENT BOARD ON ALL AREAS TO RECEIVE TILE • ALL WINDOWS TO RECEIVE 2- 2"x 8" HEADERS ABOVE EXISTING KITCHEN EXPANDED DINING li li I �� O NEW GUEST SUITE ~ WITH 4" MULLION BETWEEN ANY PAIR. NEW EXTERIOR `� z CLO 1 i LAV. I N O DOORS TO HAVE 2- 9 2" LVL HEADERS UNLESS I N OTHERWISE NOTED; MATCH HEADER HEIGHTS TO EXISTING 1 F(OR ALL NEW FIR5T FLOOR WINDOWS. C) C) II • NEW INTERIOR TRIMMED OPENINGS AND DOORS TO HAVE 1 2- 2x8" HEADERS ABOVE. OPENING DIMENSIONS AS NOTED DOWN II 1 LLLn L.L � EX15TING Ln EXI5TING GARAGE CLOSET w T EXISTING BEDROOM - - Q N N EXI5TING LIVING ROOM 15-0" 3 a� � z U 20'-0" �' Z EXISTING _c BATH N O 3-1" W Z r ---- - QD �zpm 1 Lu Lu I � PROPOSED COVEREd 3 ENTRY PORCH z U � I I 4, Q z FIRST FLOOK PLAN 5CALE: 4" = I ,-o,, a PAGE: UNAUTHOR/ZED AL TEkA T/ON OR ADDITION TO THIS DRA WING AND RELA TED DOCUMENTS/S A VIOLA T/ON OP SEC 7209 OF T//E N.Y.S. EOUCA TION LA W 3 i I i RE51DENCE AS-BUllt Porch with (damp to EX15tin�j Residence I Pro osed Addition 518°29'30"E 124.44' I N OI C) OI W F Q � 0 Lu z I (f� QI 03 z 0 z .. J W U D co EXISTING POOL I SITE PLAN - - - -------------------- SCALE: 32" = I '-O" SCTM: 1000- 127-4-21 Information taken from Lsurvey prepared by O Peconic 5urveyor5, John Metzger N i Southold, New York Lu dated March 12, 2002 o L N W o p z PROPERTY AREAS: p Existing Lot area: 22,088 5q.ft. o z Hou5e (existing w/ deck): 3035 5q.ft o In Pool: G46 5q.ft. N 0- Total area: 3683 O Exl5ting lot coverage: I G.7% Lu Reque5ted A5 Built Porch: 190 5q.ft (with attached ramp) O O Proposed Addition: 420 5cl.ft. _ O Total Area: 4293 5q.ft. PROPOSED '_CST COVERAGE: 1 9.4% --- z O EXISTING DECK Porch: Area of encroachment over E_ N front yard setback: 173 5q.ft. mAddition: Area of encroachment over �0 front/50e yard setback: 389 5c[.ft. g 51- "-} I 5'-0" —221-1 I" < Requested Relief: 2.5% Of Total Lot Area N Lf� -� PROPOSED BASEMENT EGRESS WINDOW WELLS N Ln O EXISTING I STORY Ln Ln HOUSE w/ ATTACHED N LLLJ L � 17'-0 11211 � GARAGE TO REMAIN N 2 P-2 1/2" 11J Q L W DZ OUTLINE OF ORIGINAL PROPOSED ONE v FRONT ENTRY PORCH STORY ADDITION (� z W 8 - Ln-1 LINE Of FRONT YARD - SETBACK REQUIREMENT O HANDICAP RA P REQUE5TED A5 BUILT Lu o TO GRADE w/ COVERED ENTKY m GUARD RAIL PORCH w/ 5TEP5 m ° TO GRADE L m 22'-G" 12.. o a o - = o w 131 V. . m 1. > v o U z z Q z K: 29.78' L: 40.22' rFiqal ldg Dept copyRfoo,m ZBA N22032'50''W 99.74' reviewedents BA File#Ij 41 ate: / DELMAR DRIVEIto OF hlEv 0 . MA 'Qt a o o5*7 �r PAGE: AROFESSIONQN- I UNAUTHORIZED ALTERATION OR ADDITION TO TI-115 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC. 7209 OF TME N.Y.5. EDUCATION LAW i IIS II i JERNICK RE51DENCE REQUESTED AS-BUILT PROPOSED NEW R p p K CONSTRUCTION As- 5UIit Porch to EX1stinGJ C51dence COVERED ENTRY PORCH I � hroFosed Addition I � HOUSE AS EXISTING -- I _:- OI w 01 01 Q w� Z O II II - I 'I _ w � II Q - I N TW2846 TW2846 v I C) E) CQ, ,�. w. I I i II I I II I I _ N HANDICAP RAMP w/ ENTRY PORCH GUARD RAILS `' z mat FRONT ELEVATION SCALE: 4" C) Q O C z O a, \ � f�����III,III�I�Iyllll ���•?���i �x�`� O � U t LLJ 71 y REQUESTED AS BUILT PROPOSED NEW COVERED ENTRY PORCH CONSTRUCTION a , e C9 _.. — R u ----- - N N I � z _ W2846 W2846 W2846 z - I U 6 I I I o I! II I I I II II z G44 G44 r^ — _DLU = m � U m W N L DIGHT SIDE ELEVATION - o0 SCALE: 4" U = s m � z z ° Q z Bldg Dept copy fromZBA Final reviewed dofucx►ents ZBA file 1 Date: �0 ►8 l ill lr✓� +f04�c OF NEW Y F r- O Gu PAGE: "N rte" sstc,lz� UNAUTHORIZED ALTERATION OR ADDITION TO THl5 DRAWING AND RELATED DOCUMENT5 15 A VIOLATION OF SEC. 7209 OF T11E N.Y.S. EDUCATION LAW I I � � I JERNICK RE51DENCE As-BuyIt Porch to EXI5tin�j Re,51dence I Proposed Addition II I 1 N m Q oI � N W ~O �. I NI �I DECK STRUCTURE ° z EX5TING TO REMAIN • z_ � Lu EXISTING 5TR CTURE �! U ~ @ I G" O.C. TO REMAIN 5'-0" 15-0" QI I] �' PROVIDE 51MF5ON FHD5 HOLDDOWN (TYP. 2) ANCHORS AT ALL CORNERS THROUGHOUT s" DIAMETER ANCHOR BO TS w/7" MIN. DEPTH @ 48" G.C. W/MIN. 3"x3"xg'WASHER PLATE N NEW BASEME T .I° �, N ro C o. P L > N LL I Vco U I IIS' 0 (� E 3 0 N = j W 0 v N I- D z ° DAMP PROOF PERIMETERC27 O -j OF FOUNDATION WALL z 2- 9 z" LVL DROPPED GIRDER (TYPICAL ALL AREAS) X@ BASEMENT g_8" �, U BREAK THRU EXISTING - - EXISTING TO REMAIN FOUNDATION WALL FLL_IOR Lu ACCESS BETWEEN AREAS; 3 " DIAMETER STEELPROVIDE BEAM POCKET IN - 4-1 UTILIZE EXISTING WINDOW LALLY COLUMN BURIED IN FOUNDATION WALL; SIZE O LOCATION IF POSSIBLE 24"X 24"X 12" POURED A5 REQUIRED t TAR ALL = CONCRETE FOOTING (TYP. ALL) SIDES (TYP. BOTH ENDS) _ _ - =::: _ - O EXISTING DROPPED GIRDER j ~ AND COLUMNS TO REMAIN Q ANDERSEN G44 z GLIDING WINDOW; O_ BOTTOM 51LL NOT TO �-- z LLJ z EXCEED 44"ABOVE FINI5HED FLOOP Lu 'EGRESS AS PER CODE ( p W w 5CAPEWELL WINDOW - �— U 0 WELL SYSTEM by BILCO, —1 OR APPROVED EQUAL. TIE S TO Q ° ° GRADE A5 NEEDED, TYP. OT H WINDOW LOCATIONS z = — Ln UPAS w aU FROV. EPDXIED 2" STEEL REBAR EXISTING HORIZONTAL INTO EXISTING FOUNDATION WALL NEW FOUNDATION AREAS FOUNDATION WALL LEGEND: O . � EXISTING 8" POURED CONCRETE � N WALL w/ FOOTING TO KEMAIIN lL� ��. 5-0` 15'-0" _ _ __ AREAS TO BE REMOVEDLu ILL Q n NEW CONSTRUCTION N Q � 8" POURED CONCRETE FOUNDATION 3 WALL WITH 1'-4"X 8" FOOTI NG DEPTH IO'-0" 6" z — — TO MATCH EXISTING v o Q U_ p o FOUNDATION NOTES: z _ z 2"X 8" ACQ LEDGER BOLTED m J o U TO HOUSE FRAME WITH 5" • DOUBLE JOISTS UNDER ALL PARTITIONS N IT o�l LEDGEKLOK' SCREWS @ I G" O.C.; RUNNING PARALLEL o v _ _ _ _ _ _ � � � O ,-��' HANG D.J. FROM LEDGER WITH • PROVIDE BRIDGING THROUGHOUT ENTIRE U O Q SIMPSON LU 28 CONNECTOR _ _ _ _ _ _ : _ : _ _ _ a� - FLOOR SYSTEM, 8'-0" o.c. 2 X 10" ACQ STRINGERS N U • " PLYWOOD SUBFLOOP,OVER NEW JOISTS TAPERED TO GRADE 1 : 12 PITCHDZ GxG ACQ POST, ON 12" 50NOTUBE TO BE GLUED and SCREWED. ALIGN FLOOR W W/ POURED CONCRETE FOOTING, HEIGHTS, NEW WITH EXISTING z FLARED 20"X 8" 3G" BELOW GRADE • 4" POURED CONCRETE SLAB ON COMPACT 2- 2"X 8" ACQ GIRDER THRU (TYPICAL BOTH PORCH FOOTINGS) FILL a a� BOLT W/ 2- 12" CARRAGE BOLTS • K-2 I INSULATION WITHIN CEILING OF ALL Lu -g 2- 2"X 10" ACQ GIRDER THRU NEW 5PACE5 o m 4"X 4" ACQ POST, ON 10" 50NOTU13E BOLT W/ 2- Y2" CARRIAGE BOLTS W/ POURED CONCRETE FOOTING, 6 6 lIJ FLARED 20"X 8", 3G" BELOW GRADE � o (TYPICAL ALL FOOTINGS@ RAMP) Y 22•_6'• g._g^ 16'-I 112' 20•-0.. C� z U U O z z Q z FOU N DATI ON FRAME PLAN SCALE: t copy from ZBA 4" = I -0" Final reldg eiewed document ZdA File# 't7yy Date: a• w � ,gr.. a> 1 5 << �• 1a s�' PAGE: UNAUTHORIZED ALTERATION OR ADDITION TO T1115 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW Cf. JEKNIC. K RE51DENCE A5- uui orch with Ramp to Existing Residence Proposed Addition S 18029'30"E 124-44' I I I o N O N N N C P FLU— N Q O rt U7 Q z N o (n z LU UU Q (— EXISTING FOOL 51TE- PLAN =---------- ----- ---- 5 C A LF- . —" = ! '-0" SCTM: 1000- 127-4-21 -------- ---_ __ Inf taken from LLI i O� Pec:onlc Surveyors. John Metzger N __ Sout:hold. New York z dated March 12. 2002 o L N LLJ 0 0 U PROPERTY AREAS: (� L z ~ o z Q Exl5ting Lot area: 22,088 5q.ft. o —' house (eX15tinoj w/ deck): 3035 5ol.ft o u m Pool: G48 51.ft. N IL Total area: 3483 O Ex15tlnq lot coverage: I G.7% W W Requested A5 Built Porch: 190 5CI.ft (with attached ramp) O O Fropot3ed addition: 420 5c[.ft. j_- 0 O Total Area: 4293 5q.ft. ~ (-)',--'r-1C-- Fn I nT COVERAGE: 19.4% EXISTING DECK Porch: Area of encroachment over ►_ front yard 5et:back: 173 5q.ft. o� Addition: Area of encroachment over li-- front/s--de yard Setback: 389 5q.ft. g Q I rt Keque.5ted Relief: 2 .5% Of Total Lot Area N O U? EXISTING I STORY HOUSE w/ ATTACHED GARAGE TO REMAIN N 0, U PROPOSED ONE C Z OUTLINE OF ORIGINAL E-- U 6 FRONT ENTRY PORCH STORY ADDITION WLJ ° 17 LINE OF FRONT YARD U j — SETBACK REQUIREMENT O CZ HANDICAP RA P REQUESTS S BUILT z w TO GRADE w/ I COVERED ENTKY c� GUARD RAIL_ PORCH w/ 5TEP5 W m i TO GRADE o = - o 0 az - W o 0 m m M a� z 0 o z z o Q z K: 29.78' \ L: 40.22' N22032'50"W 99.74' N DELMAR DRIVE F NEW 0 3. MA f yi O n 2 s 05 O AR FESSIbNP� PAGE: I l0 TtilS DRAWING AND RELATED DOCUMENTS 13 A k/IOLATION OP SEC. 7209 OF Ti1E N.Y.S. EDUCATION LAW ERNIC RE51DENCE REQUESTED AS-BUILT PROPOSED NEW CONSTRUCTION A5-BUllt Porch to Existin6j Re,51dence COVERED ENTRY PORCH Proposed Addition HOUSE AS EXISTING _ o N NNI O _ N N — O ---- N O O j — --- --- W TW284G TW284G ----- Z ---- lU L=J �j J Lu '------— U Q �— N HANDICAP RAMP w/ ENTRY PORCH 777 1117,77-7 GUARD RAILS A Mt a FRONT ELEVATION _ E _ SCALE: 4" f �z u �_ E— — °� p Z On^` , 41 Lu POP 74, e' R•s . k a $' ' - - _ �f. ,' ..w.. •t�... �� � -max _ k 'I "kS ,,•a+yy,;a ja�R. � ,6 .""''"C'r � J, d w-. .! �'. _b O _ .U-dwi urs REQUESTED AS-BUILT PROPOSED NEWow-�- CON5TRUCTIONa COVEENTRY PORCH �� �w ?:.• ,. ,CF .c: rt �}, * �., Y W It �4• .h, -2- F A,i ;"++r" ""-', i +°rr'xtl,. rtvw-u, ,, i3$y ^�;.�A`� "'t 'F ty, «.4. tai' =' �`I•';.''.'°a 6 - CLI .,�1" ; �' � dim��;5�„ '� '}�x��'1�'"' ::;} "tYd 'a`'"'°€�r�S �'x �'''k"''�a�M e• - - a LWL ---- - ---- ---- N C C W2846 TW254G i t u a � N c0 z m ' o � .. V 6� � Y RIGHT 51DE ELEVATION _ } `T 3 3 � Q l u a -- - - --- ----- . Q Z SCALE: 4 = I -0 U � j_- III i 1 P OF NEt J. NY Y0 f O v IF SF 057q � y R t�s,o PAGE: a - 2 I�,N TO TYflS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE,N.Y.5. EDUCATION LAW JERNICK RE51DENC'E As-Built Porch to ExstinCj Re,51dence, Pro � posed Addition O N N N C6 � O ON H O > z 0LU o Lu z z_ • � U Q � PROPOSED NEW N U � CONSTRUCTION L j N 0 L o E o f- oz - s o a� L — U O � �- LU i i LL54G FW03 I G I I __ EX15T:Nr ,' � Ll W EXISTING EXISTING EJ LL=;J=j LJ 0 to (V W L1__. BACK ELEVATION N 5CALE: 4" = I '-0" - -------- ---- _—__==---- � � L C } G 3 U I N c O U W r z W a m c LLJ 73 m II (] z U o � s N +' z z Q z OF NF � w y J. Mq2. o21 x 7 F 05 AR Esslb�P�� PAGE: TO TH15 DRAWING AND RELATED DOCUMENTS I5 A VIOLATION OF 5EC. 7209 OF THE N.Y.5.'EDUCATION LAW IFP vs�N I C K ' KE51 D E N C E As-BUllt Porch to Existing Re51dence Proposed Addition C:) N O N N N C) O Lu O Z 0 N Q dJ z BEDROOM AS EXISTING O z EXISTING DECK AREA Q Q Q 1 Col — 47-0„ -- ---- -- i I 17-9 112" — – Aria 1 mm VESTIBULE EXISTING DOOR `_6. r.AL'5T FAN �' N UCTED TO OUT51['; ' U d- 0 I FW03161 F N p L N I BATH - PIEI"r;2.8 CJ C�� 1 6.. OC I N L — 3068 � O I -- HALL POCKET VESTIBULE O ALIGN — Z WALLS -� O U — — 2468 U_ z U z 2868 �N cf) O EXISTING KITCHEN z —� `n �O O J w NLW GUEST SLIITF. r LLJ x0 = � U-3 1– LAV. –IN Q V InLU i IN = >LLJ � PROVIDE 3" CLOSED 2o6a 1 _.. EXISTING CELL SPRAY FOAM O INSULATION MUDROOM WITHIN I- Dowty WALL COMMON TO closer z BEDROOM SPACES o O_ f 15TMG I — I U Q _.... 1 z � .r — o I Q EXISTING CLOSET � -- --------.., .. ---------- ------- --'- EXISTING BEDROOM -k- I Em _ EXISTING I � Q r;,, -1,_, .;. • I z � � . . . . _. GARAGE EXISTING LIVING ROOM (n0 kWALL LEGEND: w � - AREAS TO BE REMOVED EXISTING STUD FRAME WALL5/PARTITION5 r EXISTINGTO REMAIN AS 15. PATCH ANY SURFACE W v BATH MATERIAL IF AFFECTED BY CONSTRUCTION lL_ N !n EXISTING STUD FRAME EXTERIOR WALLS TO NEW ENTRY DOOR- REMAIN AND BECOME INTEKIORVNALL5; } 3068 w/ 14" 51DELITES REMOVE 51DING AND SHEATHING t INSTALL v EXISTING WINDOWS EXISTING WINDOWSDRYWALL TO NEW FINI5HED SPACE -- 1 w NEW CONSTRUCTION 71, � 2- 14"X 7 4" LVL HEADER; DOWN Q WRAP w/ 'I x AZEK, EACH EXISTING ROOF 2"X 4" STUD FRAME EXTERIOR WALLS IL ACCESSIBILITY RAMP I �� — SIDE —` — — — OVERHANG FRAMED @ I G" ON CENTER. I" CLOSED CELL 4x6 DECKING 1 1 1 2 r SPRAY FOAM INSULATION * R-I I BATT, s 1 L4QUE5TED AS-BUILT — I 10" SQUARE COLUMNS PLYWOOD SHEATHING ON EXTERIOR, HOUSE WRAP �I ENTRY PORCH o t SIDING TO BE HARDIE LAP OR AS SELECTED BY OWNER; ?" GYPSUM BOARD ON INTERIOR SIDE --- LU 2"X 4" INTERIOR STUD PARTITION, Z �S w/ I LAYER R" GYPSUM BOARD ON EACH 4x4 POST 5 2x2 — -- BALUSTERS w/ HAND SIDE; USE M015TUR-/MOLD RE515TANT RAIL BOARD IN LAUNDRY t BATH AREAS * USE W r 22'-6"+i- -- 3 9, IG'-1 1/2" CEMENT BOARD ON ALL AREAS TO RECEIVE TILE I) o - . U0 • ALL WINDOWS TO RECEIVE 2- 2"x 8" HEADERS ABOVE ►L1 J WITH 4" MULLION BETWEEN ANY PAIR. NEW EXTERIOR DOORS TO HAVE 2- 9 J" LVL HEADERS UNLESS OTHERWISE NOTED; MATCH HEADER HEIGHTS TO EXISTING z 0 FOR ALL NEW FIR5T FLOOR WINDOWS. C L FIp FSO R PLAN • NEW INTERIOR TRIMMED OPENINGS AND DOORS TO HAVE Q I\ 2- 2x8" HEADERS ABOVE. OPENING DIMENSIONS AS NOTED z --------------------- OF NtIV ro J.Mq 70 2 2 w � 510Ry `� v � RO ss low" PAGE: ": ^r% 'flci •1L i" :', - a.r (_!rh N TO TH15 DRAWING AND RELATED DOCUMENT5 13 A VIOLATION OF 5EC. 7209 OF THE N.Y.3. FOUCATION LAW JERNICK RE51 DENICE As-BU It Porch to Exists ng Ke51dence Proposed Addition O N O N N N i ' O C O LLJO Lu z z CV D Q Z DECK STRUCTURE EXISTING TO REMAIN z Lu EXISTING 5TRt�CTURE u Q >- @ I G" O.C. TO REMAIN 5-0° ------ - - — - --._... --k N PROVIDE 51MP50N PHD5 HOLDDOWN (TYP. 2) ANCHORS AT ALL CORNERS THROUGHOUT DIAMETER ANCHOf ,BOLT5 w/7" MIN. DEPTH @ 8' O.C. w/MIN. 3"x3"xA'WASHER @ PLATE N 'NEW CRAWL 5�AC' u o DAMP PROOF PERIMETER L > N •b ti o ' � OF FOUNDATION WALL j (TYPICAL ALL AREA5) p v I I j ca > O E 3 O ~ Z oz 0 _{ ° C2/ (VO3 cn Lu BASEMENT BREAK THRU EXISTING W EXISTING TC REMAIN FOUNDATION WALL FOR t � ACCESS BETWEEN AREAS; 3 " DIAMETER STEEL �_� %` '�''I FSI 1. ' i FOUNDATION WALL LEGEND: UTILIZE EXISTING WINDOW LALLY COLUMN BURIED IN FGUI.ihAT,c::i.! :"."!,'_i_ 'a' , O LOCATION IF P055113LE 24"X 24"X 12" POURED A_`) PI-(_ 1 F %'L.i. I _ -- CONCRETE FOOTING (TYP. ALL) `>I;>F - !1 1' 1-.`T'' i-f [.'::; i EX15TING 8" POURED CONCRETE EXISTING DROPPED GIRDER WALL w/ FOOTING TO REMAIN AND COLUMNS TO REMAIN Frar „ .:;;, "_ .,r;,,_ ------ x A FP. ...i i. �L _ -_-- AREAS TO BE REMOVED z0 N 19 ALL I;F'^ AF:; NEW CONSTRUCTION 1- 8" POURED CONCRETE FOUNDATION LU WALL WITH P-4""X ,5" FOOTING I- - — 3'-0" BELOW GRADE , MIN'IMUM �`- t --- --- - -_ FOUNDATION NOTES: T • DOUBLE J015T5 UNDER ALL PARTITIONS UP A5 PROV. EFOkiED=" 5TftFi- EI{AF' RUNNING PARALLEL EXISTING HORIZONTAL INTO EX 5il^;i= F cUIdL,'••i ;!t! • PROVIDE BRIDGING THROUGHOUT ENTIRE WALL t NEW FOUNC)AT:C:%i 1 FLOOR SYSTEM, 8'-0" o.c. — 4" PLYWOOD 5U13FLOOP,OVER NEW JOISTS TO BE GLUED and SCREWED. ALIGN FLOOR C° — N i HEIGHTS, NEW WITH EXISTING 0 • 4" POURED CONCRETE SLAB ON COMPACTLn S-0° - -.._-.._... -- - - ----K FILL 11J • K-21 INSULATION WITHIN CEILING Of ALL LL- NEW LNEW SPACES N N 3 v 10'01 .. � z 2"X g" ACQ LEDGER BOLTED a, Lu TO H0U5E FRAME WITH 5" _ _v -I �. v "LEDGERLOK' 5CREW5 @ I G" O.C.; — n O HANG D.J. FROM LEDGER WITH10 $ Q � SIMF�ON LU25 CONNECTOR 2" X 10" ACQ STRINGERS ( 1 r U F TAPERED TO GRADE I : 1 2 PITCH _ _ 4 GxG ACQ P05T, ON 12" 50NOTUDE I W/ POURED CONCRETE FOOTING, z r FLARED 20" X 8", 3G" BELOW GRADE 0 2- 2"X 8" ACQ GIRDER THRU (TYPICAL BOTH PORCH FOOTINGS) — BOLT W/ 2- Y2" CARRAGE BOLTS � m L 1 L T-- 7'3' - 2- 2"X 10" ACQ GIRDER THRU Q 4"X 4" ACQ POST, ON 10" SOIJOTUBE BOLT W1 2- Y2" CARRIAGE BOLTS v W/ POURED CONCRETE FOOTING, �/ 6 FLARED 20"X 8", 3G" BELOW GRADE W y (TYPICAL ALL FOOTINGS@ RAMP) i >° 1 L 3 —. 22'-G° ----—---- - -- 8'9"— 1 G'-1 112" L Q z U O U � y z z Q z FOUNDATION fKAME PLAN --------------------------- P�EpF NEW J A�2q 4 D I• 0 Q' -► W pROE SO4 PAGE: - •rr;-, r 5 N O TIil5 DRAWING AND RELATED DOCUMENT5 I5 A VIOLATION OF 5EC. 7209 OF TME MY5: EDUCATION LAW l gmaj JERNICK FN\E51DENCE A5-13Ullt Porch with RaMp to EX15tln RC,51dence Pro o5ed Addition p II S 1802930"E 124.44' I j I i I 6C\jI cr m m � \ O of } Lvi' cvi w N u z w Q Lu N EXISTING POOL n o m b 51TE PLAN M SCALE: 32" 1 SCTM: I On - 127-4-21 Information taken from Lu Survey prepared by O Peconlc 5urveyor5, John Metzger N v —' Southold, New York 3 dated March 12, 2002 N Lu o 0 0 z PROPERTY AREAS: E o Exi5ting Lot area: 22,088 5C1.ft. o z House (ex15ting w/ deck): 3035 5C,.ft o m Pool: G46 5q.ft. N ,L Total area: 3483 O Existing lot coverage: I G.7% W W Requested As built Porch: 150 5c1.ft -4 (with attached ramp) O Proposed Addition: 420 Sq.ft, 7- 0 O Total Area: 4293 Sq.ft. 1-- PROP05ED U T COVERAGE: 19.4% T) -- z O EXISTING DECK Porch: Area of encroachment over F= N front yard Setback: 173 sq.ft. Addition: Area of encroachment over m front/Side yard Setback: 389 5q.ft. " g 5'- �I 5'-0" 22'-I Jill Q Requested Fellef: 2.5% Of Total Lot Area N --} PROPOSED BASEMENT N EGRESS WINDOW WELLS O in EXISTING I STORY I-I O U S E ,A// ATTACHED N 11 17-0 112 11 GARAGE TO REMAIN N , 2 1 -2 112" IL1 Q y OUTLINE OF ORIGINAL PROPOSED ONE U FRONT ENTRY POICH STORY ADDITION (f� — z a D LINE Or FRONT YARD L SETBACK REQUIREMENT O DZ HANDICAP RAIF--j REQUEHED 45 BUILT z o TO GRADE w/ COVERED N RY U N GUARD RAIL PORCH w/ 5TIF5 m ° TO GRADE o o m O v o U z z o Q z R: 29.78' L: 40.22' N22032"10"'N 99.74' N DELMAR DR VE t � �P n v 1L N �Fts eaP� PAGE: I UNAUTHORIZED ALTERATION 09 ADDITION TO THIS DRAWING AND RELATED DOC(',rv1ENT5 IS A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW it i ! I JlfRNICK RE51DENCE REQUESTED AS—BUILT PROPOSED NEW COVERED ENTRY PORCH CONSTRUCTION As-Bu It Porch to EX15tl noj Re,51dence Proposed Addition I hOUSE AS EXISTING — ---- - ------- ------------- M I — Z — — — — — — - - ---- O! w N -------- ---------- wl -- Oz I - - - - --- - -_ 0! p l Q wLUI i — I — : — V — w I — N HANDICAP RAMP w/ ENTRY PORCH GUARD RAILS77. t ,.,. 7777 t „ wJ :tea '\�"• :� ,. — tt". a FRONT ELEVATION : %: f•':r ;y � .�:.i` � ,"s„».. ; : „ .':a•. — 1 ------ ---- t , t \ ;:�'- \�\ \r,., u. tp L N ail,^ ':�' n, — SCALE. I 0 �.... \� - `� — >"tet: O :aF."' ,�` a•'a.2'- '�\a'w`t � O ,.;• ,.,'x,�>.^.�.N,.Li, i;�tits.,: r\x.:w" Via.. �.�,\,\ . � a % .r,. .. .. .,, a .ta„.,, „• ,.,. ,.1`i'` �:.t:a \�`\" \ \^4h„\.`, y:A”€' s',e.;\ �J+:,.�t� ”\., � r a a. •ca; ^` , ♦ f .,,. .,. .. ��. t .,_..� ,:_ �.� �`��, r;=:�f �w ., ate. �`:::�, ��� - �K., �'� 2 ^*«:tai' V b; „;, L i{ F= rok� .i•' <.4 (:N` F� met > { r V� n< t,,,�, 2N:">nvuuv?tJ•w.a>W"t\ -;-.>c. ^ „ ...`•�^-roma"�a�smwa,..i«.».,M;' „•:. �.t:. ..` :x �v,: aa"- ,::a n .. . "7::��,. xLU '.Y d R\ - a# 1 '1 }�. � tt� .''d'. A , , w� ,sa. `°�" -.® .�..;.,,, '?`. ..y- Z,`r� far �' ,,+'° -+ �„&? ,�_�"�^i€,' �,,,ac.'.'.;:,''^�;•;°.'n-'''= _� ^'d ''�^ ,u3•S" «'�,yu,rm. 't ��-a°y;c,=L,p; ' '% ..?;a'w..;�d„.;.\>3..`.a:1.�as:aw�'4 .�• '�.:.,a.,�e "C. :`�:•' a ',03��.rt'';'x�.-. aa+-'�,.JR:.�. ::Y-'�; .4„. .> �<,<. ..y...y4 s•�'tt,'$,.�.. ,'�:.�`^w< _ •�;, k1l Sc, \\u A4Va'v.u`...,. ry .a�n. „`�: ro.r `F� '� a- ��'`"•��'„��..�\•'aa�s'$`9,a�,' am .�•, x�:;: z t3',a „Ty:. �,'§t .,.,,�.�.sa4^`'' �„`u''M1u<° .,°�;'�,. .•St .a:`t.ww \w�\?s: .5,.`a .,�,s\>�:°•'` �"¢,e. �,:� O i.fi.•"�;",'•::,,�'8 +�<'re.�.p 'rr-=�- `s 3'w :..�,., a�� ��� ,g��a:+"- ,.x,` c. ro � p I „3.�w,-*t`•°»o�.`,.. ,..a„£�'?,"c.t„om$'Aa^'v.a,�... �r„ y. �" u\ ,�REQUESTED AS BU L PROPOSED NEW J, mai:,•,',. \.. : lu ��yCOVE Y PO CN CONSTRUCTION ! d ED ENT t a• •�”. s' stY:i, :."2•'Y.,. •Fa .. �.. ,\kasja rY��µ., , f e; SO A, \\, x.:,d"�. a;\". ae.a`;,�^•`ea `�\�.. YYy�. r�a^..,d `g�L �'.,»f ip"', .'„:yg �` >3\•':„`p .. ,\wa?L•dx vY\\"\�.:.'r:,,,�`,a `-t. >�'F, 'mk.A^. ea,-4kt'z” 40111 0 41, A� -- --- ---- ---- .,t —-- - > -_ - --. � .. \,�t\e\":\„�`„ �:\�� ,t�i�,,;�"^.ru�$= �'a�g'^ �:'3','ty^�"-i+',�4.�..a;;gt.• 3".n I q. awe;\�'� a�° Wim. ::a�> `:�"��"�a R• `,€'a .y �,��,`5><`�,�y � � `is .. •::`, 4^' ' 3. .�'\`, •H\.\\� ,, ta,;,M1.`b fix°, 4 .:�°j .,Y day.;:.:\. ,1.A' � '`\\-•�•a� .C.;,�,2 'txi;"z"'.•,.z,se.•, d rig rb;�..Y ..\,... � .. '.a\� "+��t.:;,�:'°��,`a'.'r�"'�°'r,:?,..•,: ?'!•y-« "k�,w »"A��s`.�a$e-i�;�.' 4•'tt^ �� �t 4Y,�,'R',� Q� :.a 11 1 LL— N Ln : t L Y � W2846 W2846 — — -- LW24G IIS iI ', • o I - ILI I LU G44 G44 z (� V W � � LU MGI-1T SIDE ELEVATION 3 - o SCALE: 411 = I '-0" U z z z S.MA ? ` 73 tj Ll } cr PAGE: f-ESSOCZ�� 2 UNAUTHORIZED ALTERATION OR ADDITION TO T115 DRAWING AND RELATED DOCUMENTS 15 A VIOLATWON OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW JERNICK RE51DE" NCE 1 . A -B alt Porch to EX15tln Residence 5 U Pro osed Addition I N m C) O N cn O O Z Z N cL Q c6 Z' DECK STRUCTURE EXISTING TO REMAIN O z Q� ILJ U-] EXISTING 5TR CTURE a 1 cl CD @ I G" O.C. TO REMAIN 7 5-0" I5-0" PROVIDE 5IMP5ON PHD5 HOLDDOWN (TYP. 2) ANCHORS AT ALL CORNER5 THROUGHOUT b" DIAMETER ANCHOR BO TS w/ 7" MIN. DEPTH @ 48" O.C. ° w/MIN. 3"x3"A'WA5HER PLATE NEW BASEME T U aso. -i C O 00 v0 U Q u O z x0 Z w Q N 1p I d3 O I '"� DAMP PROOF PERIMETER U zUd o JOF FOUNDATION WALL cf� U z O 2- 9 z" LVL DROPPED GIRDER (TYPICAL ALL AREAS) Ln X a@ BASEMENT EXISTING TO F',Ev^AIN FOUNDATION WALL I FOR e ACCE55 BETWEEN AREAS; 3 DIAMETER STEEL PROVIDE BEAM POCKET IN I 4'-1" D UTILIZE EX15TING WINDOW LALLY COLUMN BURIED IN FOUNDATION WALL; SIZE O LOCATION IF POSSIBLE 24"X 24"X 12" POURED AS REQUIRED *TAR ALL _ CONCRETE FOOTING (TYP. ALL) SIDES (TYP. BOTH ENDS) � O —EXISTING DROPPED GIRDER Z AND COLUMNS TO REMAINx 0 ANDERSEN G44 If lil Q cVGLIDING WINDOW; _ DOTTOM 51LL NOT TO w EXCL"ED 44"ABOVE Q �- z PINI5HED FLOOR ° U-1 Q 'EGKE55 A5 PER CODE I o LIJ � w SCAPEWELL WINDOW - J o WELL SYSTEM by BILCO, Q OR APPROVED EQUAL. TIER5 TO GRADE A5 NEEDED, TYP. UOTH U O , o: .. WINDOW LOCATIONS z - --- L - UP A5 w FROV. EPDXIED 2" STEEL REBAR EX15TING HORIZONTAL INTO EXISTING FOUNDATION WALL NEW FOUNDATION AREAS FOUNDATION WALL LEGEND: '22 v EXISTING 6" POURED CONCRETE O N WALL w/ FOOTING TO REMAIN R/ N W 5'-0" 15-0` AREAS TO BE REMOVED LL- NEW LNEW CONSTRUCTION Q 8" POURED CONCRETE FOUNDATION 3 WALL WITH 1'-4"X 6" FOOTING DEPTH L z TO MATCH EXISTING FOUNDATION NOTES: z 2 X 8 ACQ LEDGER BOLTED IT ' TO�' -� " 1� w HOUSE FRAME WITH 5 • DOUBLE JOISTS UNDER ALL PARTITIONS o v \4—"LEDGERLOK" SCREWS 16" O.C. _ _ _— U: O @ RUNNING PARALLEL S HANG D.J. FROM LEDGER WITH • PROVIDE BRIDGING THROUGHOUT ENTIRE o Q 51MP50N LU25 CONNECTOR FLOOR SYSTEM, 8'-0" o.c. Z'X 10" ACQ STRINGERS @ 9 • 4" PLYWOOD SUBFLOOP,OVER NEW J015T5 �/ TAPERED TO GRADE 1 : 12 PITCHTO BE GLUED and SCREWED. ALIGN FLOOR W — — GxG ACQ P05T, ON 12" 50NOTU5E W/ POURED CONCRETE FOOTING, HEIGHTS, NEW WITH EXISTING z r FLARED 20"X 8", 3G" BELOW GRADE • 4" POURED CONCRETE SLAB ON COMPACT 2- 2"X 8" ACQ GIRDER THRU (TYPICAL BOTH PORCH FOOTINGS) FILL (J) a m R-2 1 INSULATION WITHIN CEILNG OF ALL LL1 BOLT W/ 2- %2" GARBAGE BOLTS — 7 5 NEW SPAGES () o 2- 2 X 10' ACQ GIRDER THRU v 4"X 4" ACQ POST, ON 10" 50NOTUDE BOLT W/ 2- /2" CARRIAGE BOLTS W/ POURED CONCRETE FOOTING, G G W L FLARED 20"X 8", 30 BELOW GRADE o >° (TYPICAL ALL FOOTING-9@ RAMP) Q z 22'-G" 8'-9" I G'-1 112" 20'-0" o Uz � z Q z FOUNDATION TAME PLAN - ------ -- - ------- --- - - - SCALE: 4" = 1 '-0" F* b- ^ T rt.h �i �w1 .% ° :`, ' PAGE: UNAUTIJORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC. 7209 OF THE N.Y.S. EDUCATION LAW 1 JlfRNICK RE5 ,1DENCE PROPOSED NEW CONSTRUCTION Addition to EX15tina Residence J COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES VPP 0 ED AS NOTED AS REQUIRED AND CONDITIONS OF DATE. B.P.# A� , FEE: ._ 0—b BY: NOTIFY DEPARTMENT AT 765-1802 c --0 •1 PM FOR THE ?` FOLLOWIN. 'rC IONS: —'--. 444-9Er, 12 1. OUN� . WO REQUIRED 8RET E 2. ROU&, - F�R411NGD CON�& PLUMBING OC a'ANCY OR 21 3._ iNSULA'�':O�� 4. FINAL - CC,'•iS""RUCTION MUST USE 1S UNLAWFUL -- -� FOF HAL WI i ROUT CERT(f�ICATE o cotil - -------- CJ ALL CON.'TRU:TIO"v SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW OF OCCUPANCY J p YORK STATE. NOT RESPONSIBLE FOR w Q z A2 A2 DESIGN OR CONSTRUCTION ERRORS. QD FM RETAIN STORM WATER RUNOFF PLUMBI l� � w I0-o"x8'-O" TW284G Tr284G �\1,1284G PURSUANT TO CHAPTER 236 PLUMBER CERTIFICATION ALL P; U-3iN'� OF THE TOWN CODE. ON LEAD CONTENT BEFORE &�'�� EXISTING 0 [[ 0 CERTIFICA TE OF OCCUPANCY '('STING BEFORc ELECTRICAL SOLDER USED IN I�VATER N REQUIRED I NSPECTIO Q SUPPLYSYSTEM CANNOT EXCEED 2110 OF 1%LEAD. pl;n�,,rn doc". x +, C' y� y1� i 4 4 ` v' u�.Eli + t ti S. .f.r z ,, a �r•: _. .. .. ..-'r,.^ ... --. r.. 'e e. a z rc �^ V .„}:,,', 'v�.:-� �,��: �.,'' �'s✓1 fix, I a' b 7 ? °'” '✓r%'"^ „��"'..,«� „'” >ff„ 3: ` - `.o- I'i.a"' '`• 7.'r"', ;X°.,, «R,",y"' _ i,"7,s'.,. 9.;.:y� gt'',t..:. ;h .`'i°l '4 'E 'F Aa"1 aj=�' L FRONT ELEVATION — rx ,L I �J >�p p L 1 II _ I— II tti O SCALE: 4 I 0 '• ca 3 O 11` r,.f5- J sr O O x t t .e'>d ,r<=rb�:.',r^<;, ,• � , n , , �;,"�- • a. %.. ,,l^µ ..,y. .°. : ...� ..,> ,.✓,.. ,<r,..;d+...' �. ,..;. „r'-x .:ae.a.%' >gf.. 'rrk';. _ '.43 Y��,%.�,. r« 1 ^ms's 4 .",..,. '., G .:.<; 'r*.;,.;:, $°,%:' ✓"«r'6" :;:;,r,r.: '`ti:" ,Pi« fir. W 'z. ^> rW - .. ... .. .. ...... ,, ,., za,..'-,a-�`.:,.,w ,...,.,..� .�.; ..:x $ .,d>°°.,s,m'<':':��" '%% mak.�� '2'.:• «x. � F�bXx 8 iC ^X S i r i' r A-. q `�Y t` " n r ...p,i,.. r•nL..,,g>,s�?`.:,, .;y':�,,,,g:fi',✓"%.vi':.:✓i '�`.;,''r'y'"o-,✓a2"f,�" ,:£a !'F,.°. r'd" �. "y^v..'`, ,5,. •Y- k, ro �.r;:,, rhe^k, '.} !:'Y""� ...it',. ,r ?,< r, o.,..;✓",. %.'%.,�" .>,',' as` ;,. .K' ..: 's"r, m ,.s.✓„ <.,r „ .,a < ',. „:f'k„ '-" r.d}: ,a`Cs `,Ln :f reu+',;•,.,, O i -/",.. r,.. ..x ,.., .. .. .x a,. .., s ..✓. ., .r:,'s-,-.<.a,� $g ,ar f„ 1 a �`r;.%. .,1.;x .N.. ,r°b ,"6 '.c',s '>ef.£ �S ,3i: <� ,r/1';•/:;� 9; .7'& .'rF„ "',.s'':. '�,k .y...r ..5: r":'" .,,$°v"r�':',ffx..zxi, d x�'f:<.t++>•,£ < "�. •6.:>d�'�` >a.:�s:; J' `;"}; <.:`A:s.; ,z&`r >":„-�.;,�s=�,' ': '�' "�'� i>w-,A",.,"'` .. �, , 'i,�,�ax»' .;�u,".. ..6' -f1'�'m:a�. '�•'°; �hq ,. ✓.,., ,. .-. ,>; " � ro r»: .a;;,z2;=„ .<X�%«rM'rwr- +,ee,-.' ;.w a>::..rr�.an,,.k' vo,a�ia`°,' g�<t+ v',$s §'•r ,ret,. �s EXI TIN EXI TIN TW284G O � OF NES,� � �.MA22 'Q� LLL! y LL � 7� Q In PROPOSED NEW N . CONSTRUCTION z N �• 057 �� z pROFESS01 U GARAGE SIDE ELEVATION SCALE: 4" = I '-0" — o 12 12 —1 8 Lu 8 11-1 � z • cnm , W N C LL_l ° o _ p � LfYl_]G5TIo U � z z o FW031G11 031611 FW031G11 � TW2442 Q LISTING z TW2852 "2552 TW2852 BACK ELEVATION SCALE: 4" = I '-0" PAGE: I UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF 5EC. 7209 OF THE N.Y.5. EDUCATION LAW WINDOW AND DOOR 5CHEDULE SYMBOL MODEL ND. WINDOW TYPE QUANTITY SPECIAL NOTES W1 TW2852 TILTWA5H 5 W2 TW284G TILTWASH 4 MEETS 15t. FL. EGRESS W3 A21 AWNING 3 ONE IN GARAGE PEAK W4 TW2442 TILTWA5H I D I FW03 1 6 1 1 FRENCH WD. HINGED 2 D2 FWO3 I G I is FRENCH WD. HINGED I STATIONARY UNIT D3 9070 OVERHEAD GARAGE I MANUFACTURER t STYLE T.B.D. ALL WINDOWS TO BE ANDERSEN, 400 SERIES, UNLESS OTHERWISE SPECIFIED WINDOWS t DOORS TO BE WHITE EXTERIOR, WHITE INTERIOR UNLESS OTHERWISE REQUESTED BY HOMEOWNER. PROVIDE CLA55IC SERIES LOCKS, HARDWARE AND HAND LIFTS IN WHITE FINISH. FULL EXTERIOR SCREENS SIMULATED DIVIDED LIGHT GRILLES AS SHOWN ON ELEVATIONS- BETWEEN THE GLA55 ONLY PROVIDE SNAP IN DIVIDED LIGHT GRILLS FOR EXISTING LIVING ROOM WINDOWS- TW2852 'VERIFY PRIOR TO ORDERING C) LU CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B cn O C) Z Z N COEFFICIENT 1 .0 WITH 130 mph BASIC WIND SPEED. AS PER TABLE R 301 .2 (2) NEW YORK STATE BUILDING CODE. Q €� Z WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS WITH MAXIMUM OF 8'-0"5PAH. FA5TfHERE, FOR SPANS UP TO 6'-0"SHALL BE 2 1/2 - # 8 WOOD SCREWS AT I G" O/C, FASTENERSLU O z_ FOR 5PAN5 UP TO 8'-0"SHALL BE 2 112"- #8 AT 12" O/C. TABLE 30 1 .2.1 .2 z Q Q LU o Q �n C m AREA OF EXISTING DECK TO BE REMOVED AND REBUILT AS NEW STRUCTURE ALTERNATIVE FOR OPENING PROTECTION t E BEDROOM AS EXISTING WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/10 AND MAXIMUM PANEL SPAN OF 6-0" SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS SHALL PE PRECUT TO COVED GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. WALL LEGEND: (REFER TO SECTION 1609.1 .4 AND 1 G09,G.5 AND TABLE I GO9.1•4) €....,... ., . _....._...,_. N ------ AREAS TO BE REMOVED NEW _.1zW DECK AREA 4" xG DECKING U TA13LE 1 C09. 1 ,4 N ----- ----------- - - - --- EXISTING STUD ME LL /P R I N WINDBORNE DEBRISPROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS TO REMAIN AS IS. PATCH ANY SURFACE p O MATERIAL IF AFFECTED BY CONSTRUCTION 271-01. 3 00 FASTENER SPACING(INCHES) F— Q — PANEL SPAN < 2' 2'-0" < PANEL 4'-O"< PANEL 6°-0" < PANEL EXISTING STUD FRAME EXTERIOR WALLS TO EXISTING 14'_2 1/2" 2'9 1/2" z " " " 1.6 �I CLOSET FASTENER TYPE: oil SPAN < 4-O SPAN< GI-01 SPAN < 8-0 REMAIN AND BECOME INTERIOR WALLS; rINTW2852 TW2852 TW2852 U O � U REMOVE SIDING AND SHEATHING $ INSTALL 7-0„ �/ CV ct� '' DRYWALL TO NEW FINISHED SPACE W I W W I 2 112" #G WOOD SCREWS 1 6 le 12 9 TW2442 W i NEW 2x8 CJ @ 16" OC W I 'n NEW CONSTRUCTION _-_-_- ___--__- -- VESTIBULE R-30 I N 2- 9 �" LVL HEADER 2 1l21° #8 WOOD SCREWS 16 1 G I G 12 2468 -- _____ ____ _ 2 € 2"X 4" STUD FRAME EXTERIOR WALLS G --------- --- ROSS DOORS ... .. : . ..... .. .... .. FRAMED @ I G" ON CENTER. I" CLOSED CELL j.I " EXP�4D INING W EX I ST I N AC RS DOOR A.THISTABLE 15 BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST)OF 130 MPH AND MEAN ROOF z NEW MASTER � EE = II - - - - W03I61 FWO3161I SPRAY FOAM INSULATION R-I I BATT, U 2468 (� HE OF 33'-0"OR LE55 ................... I I 2- 118" L HEADER D 1 D2 D I PLYWOOD SHEATHING ON EXTERIOR, HOUSE W I I I O B. FASTENERS SHALL BE INSTALLED AT OPP05ING ENDS OF THE WOOD STRUCTURAL PANEL.; � SIDING TO BE HARDIE LAP OR AS SELECTED _ z I I I I 1 C. WERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY{STUCCO,THEY SHALL BE BY OWNER -1i GYPSUM BOARD ON INTERIOR SIDE 0 F N V MA5TE FLUSH T (LING; UP i i HAL __... .._. ............................................. .... ................_...,.,.,,.,..,_..,_,,,_....._.._.. - ................,.€_._._.,__.__ __ ,...,, ; 2 0 � I� 75ET I L ATTACHED UTILIZING VIBP.ATION RESISTANT- ANCHORS HAVING A MINIMUM WITHDRAWL INTO ATT PACE. m_.._.................._......_.......__......._............._........__..._ _ I HANG EXIT TI G CJ w/ T C O CAPACITY OF�I90 L55. 2x4' STUD FRAME WALL COMMON TO GARAGE; i i ~ II 1 PROVIDE R-15 INSULATION WITHIN �8" FIRE 2068 RATED DRYWALL ON EACH SIDE OF FRAMING O I U z z I 0 < � I' I v z 2868 2468 2 X 4 INTERIOR STUD PARTITION, i z I'-1 z i EXH U5T FAN 0I STEP DOWN EXISTING KITCHEN N � I 2 TED TO OUT w/ I LAYER 2" GYPSUM BOARD ON EACH i TO MUDROOM x O I T) ��� JJ n Q SIDE; USE MOISTURE/MOLD RESISTANT ��// aR REScheck Software Version 4.6.5 BOARD IN LAUNDRY* BATH AREAS t USE � w ~ i i � � CLd5rT LAS/. CEMENT BOARD ON ALL AREAS TO RECEIVE TILE i i i IG068 3068- FR VIDE 45 MINUTE EXI5TIN BA5EME 14 Compliance i cat • ALL WINDOWS TO RECEIVE 2- 2"x 8" HEADERS ABOVE FIRE RATER DOOR WITH 5TAIR5 O REM N; 3G" TALL KNEE WALL I 1 WITH 4" MULLION BETWEEN ANY PAIR. NEW EXTERIOR DOOR 5W EF HINGES HEIGHT F M ROOM iY/1 1 1 FLOOR O B BASED WOOD CAP I I I I DOORS TO HAVE 2- 9 z" LVL HEADERS UNLESS ON Exl I G STAIR I I I € i OTHERWISE NOTED; MATCH HEADER HEIGHTS TO EXISTING MUDROOM I I I Project Jer!-nidr, Residence FOR ALL NEW FIRST FLOOR WINDOWS. ENTRY EXISTING HEADER DOWN NEW 4x4 POST NEW 2- 9 2' LVL Energy Code: 2015tECC • NEW INTERIOR TRIMMED OPENINGS AND DOORS TO HAVE FLUSH HEADER r 2- 2x8" HEADERS ABOVE. OPENING DIMENSIONS AS NOTED P O IDE " C SES CELL CLOSET WRAP FINISHED TO Cocatian: Laurel!, A#ert York RA I ULATION 4068 MATCH KITCHEN SIDE EXISTING � C�rtstractian Ayre: ingle-family U z_ r i Project Type: Addition MASTER BATHROOM NOTES: - HI�I WALLS i HANG ROD w/ U Q � v COMMON TO RAGE AREA; 5HELE ABOVE, z_ LU Cllmate;Zone- 4 {5331 11413DI • VANITY WITH MARBLE TOP; WALL I TYPICAL OF AL �- E Q n MOUNTED MIRROR ABOVE. I LAYER g" FI TED DRYWALL CL05ET5 w O �P� F NEW Y N fie trtl7ate ON EACH SI WALL Mq N y Pe mkN'umber • CUSTOM SHOWER WITH VINYL FAN. TILE/MARBLE SURROUND TO BE DETERMINED. 1 EXISTING Q 229 Q o ' +r�strvctlerft Site: Owner/Agent: Desi�r�r/�tantractor. ALL WALL SURFACE5 TO RECEIVE CEMENT _� i FRDGE CLOSET EXISTING BEDROOM C3e1c�rGrive RaeP Resigrs Carsu'ting BOARD PRIOR TO TILE/MARBLE INSTALL. N v z z Laurel,NY Southold„NY I � e � O • RAIN HEAD SHOWER HEAD IN ADDITION z Lu v °zt EW 2x8 CJ @ 16 CI TO WALL MOUNTS. -30 IN51JLAT1 J THiN EXISTING LIVING ROOM �z z 2 N c� x O o 0 F • 05 T � ED GLASS w I— O m PROVIDE FRAMELESS TEMPER r A ENCLOSURE AND SHOWER DOOR. �'O P y .COMP€:ersce.; 3.13 BetberThai"Code Mcx:"irrn:m€Ik 52 yauruA'; 50 M5.6rrwm,!;HG; 040 YourSP3 :p 0.25 p" I FESSION N • TILE FLOOR ON MUD OVER 5UBFLOOR. I TheAe.,ercrwc—,eTS;inCa3eutdexrrFe-_sbowr r_tocsrns+floss*retivef-+ausrEsEoedcn[wfstrslr�avl�. o f ?;Dim ti°w provide or,.--tarty&energy we or Co'-rest"v-_to z�ir"-.ria r-Ce;t I+c'�t PANTRY- NEW UNDRY f Ei1/ ICI ' I CABINET LOCA ION COUNTS TOO EXISTING PROVIDE VINYL PAN BATH 77T 7-, UNDER WASHER s 1 LU PIPED VENT FOR DRYER TO z - a ' b <_ EXTERIOR. COUN ER TOP Floor 1:A.Ik-Wocid ois?Arrss=_:Ovw,Unrondit�.oned Space 13£ 21.00 0.0 O'C44 6 TO BE CONSTRUCTED OVElz (� Wall 1:1: °Dead Fra ,eP 16"o.t.. 293 I3.0 O,t3 0.062 13 NEW LAUNDRY AP NCE LU r D3 w2 w3 EXISTING WINDOWS w3 w2 w2 o Windovr 1:Viny'ld'F rglass Frame:IDotuble Pane mitis Love-E 85 0,300 26 L -- :: - U SHO~:0.22 10'-0"X 8'-0" DOOR W/ TW2846 A2I A21 TW2846 TW2846 FRAME IN WALL UNDER W T) L Ce0in>g 1:Flat Cts-1 r3 or Scissor Truss 136 30,0 0.0 0,035 s 2- 91" LVL HEADER ABOVE z EXISTING GARAGE DOOR Comptrar:ce Statement: The proposed bur di.°g de gn described here i5 consistent Vityh t'�e buil4ing pans,specifications,and other t C520 STRAPPING HEADER € calculations submitted wffi the permit appfrication.Tl-,e proposed bind-rg has been designed to meet t�a 2015 IIECC requirements in 1-10 � o 7 I REScheck Version 11.,6.5 and to compp°y vtri+t3-ie mandatory requ°rernerts listed in the REScheck Inspecfan+Checklist. }- � o 15-71/2'— U z 'dame- R+e Signature [date Q z f t 1 t ({t t {I f FIR5T FLOOK PLAN 5CALE: 4" = I ,-o,, I Project Title:Jernick Residence Peport date: 07110[19 T Data filename: I_intitled.rck Page 1 of 9 v SL as PAGE: UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW 2 3T-G" PROVIDE 51MF50N LGUM SERIES CONNECTOR BOLT D TO FOUNDATION 9-2 w/TITEN HD�"X 4" OLT5, TYPICAL ALL 9-z GIRDER/FOUNDATICN CONNECTIONS I x 10 RIM BOARD CONTINUOUSLY AROUND DECK Lu Lu �—2- 2"X 10" ACQ GIRDER ~ Z Oz N Q � N D G"X G" POST ON 12" 50NOTUBE WI POURED CONCRETE FOOTING 0 20" X 20"X I'-O"d. J w (TYPICAL ALL FOOTINGS) u U C c m O p v = Q � NUa 2- 2"X 10" ACQ GIRDER �_ o EXISTING 5TR�CTURE _ _ � N @ I G" O.C. TO REMAIN PROV. E OXIED " STEEL REEAR I - p2 7 HORIZON AL INTO EXISTING OUNDATION O2IIIla- �j O WALL t- NEW FOUNDATION AIREA5 Q N @ m U NEW CRAWL SPAC 2x 10" ACQ LEDGE BO TED o y .c...i. . .. .. .. :. . .. ( ;. o TO HOUSE FRAME, TYPICAL L O ------------ s.o. cv ALL AREAS. FAST N w/ " S REWS @ E 3 0 a ` — I I G" O C.; HANGD.J. FROM LEDGER i3 — \`� z Ua w/51MP5ON LU2 CO NEC OR a� z - - - - ,.nJ� •u � N U F-- N 2"x 8" F.J. 62 @6" O.C. NEW C WL SPACE BREAK THRU EXISTING z FOUNDATION WALL FOR w Q oz VENT C WL SPACE cs.o. ACCESS BETWEEN AREA5 AS PER ODE, TYPICAL DO W PROVIDE 51MP50N PHD5 ALL N REAS HOLDDOWN (TYP. 2) O ANCHORS AT ALL CORNERS J O THROUGHOUT •' ' `r' - BASEMENT O —� EXISTING TO REMAIN i I Z -a' DIAMETER ANCHOR BOLTS FOUNDATION WALL LEGEND: O_ w/ 7" MIN. DEPTH @ 48" O.C. GARAGE EXISTING 8 POURED CONCRETE w/MIN. 3"x3"x8"WASHER @ PLATE I = _ _ _ _ _ _ _ _ _ " 4" POURED CONCRETEISLAB WALL wl FOOTING TO REMAIN I) ON COMPACTED FILL V�ITHi EXISTING DROPPED GIRDER Q DAMP PROOF PERIMETER W.W.M. G X G/ I O X 10 1 AND COLI JMNS TO REMAIN AREAS TO BE REMOVED OF FOUNDATION WALL GAUGE WIRE (TYP. ALL iAREA5 ------ (TYPICAL ALL AREAS) WITHIN GARAGE) NEW CONSTRUCTION I I z Lu 8" POURED CONCRETE FOUNDATION EXISTING FOUNDATION WALL NEW 2"x 8" F.J. D WALL WITH P-4"X 8" FOOTING I I �- z ' - ALONG EXISTING GARAGE @ 16 O.C. O — — 3'-0" BELOW GRADE , MINIMUM D, TO BE CUT DOWN TO HEIGHT OF SLAB TO ALLOW FOR EXTENDED 0 FOUNDATION NOTES: N GARAGE AREA; z - EXISTING WALL/ FOOTING UNDER (j — • DOUBLE JOISTS UNDER ALL PARTITIONS SLAB TO REMAIN OF NE ° 1 O UP AS uS RUNNING PARALLEL NEW 4" POURED CONCRETE SLAB i O EX15TING PROVIDE BRIDGING THROUGHOUT ENTIRE p y IN EXTENDED AREA; POUR SURFACE i i = FLOOR SYSTEM, 8'-0" J.MA COAT OVER ENTIRE AREA OF GARAGE • 4" PLYWOOD 5UBPLOOP,OVER NEW JOISTS y 9� TO BE GLUED and SCREWED. ALIGN FLOOR I I HEIGHTS, NEW WITH EXISTING �-' NEW 8" CONCRETE BLOCK • 4" POURED CONCRETE SLAB ON COMPACT w ° I CURB WALL; DRILL REBAR FILL I . I THRU EXISTING SLAB � • R-21 INSULATION WITHIN FRAMING OF ALL FILL CELLS NEW SPACES FEAR 6, PROV. EPDXIED #4 STEEL ESSIO�P��� 1 REBAR VERT. INTO ABUTTING LOWER FOUNDATI N WALL I i EXISTING WALLS N HEIGHT AT DOO OPENING LLJ 3'-0" PO ED/CONCRETE z APRON @ GARAGE DOOR S 6 m W 3'-2 112" LLJ m �T } Q3 N Z U z Q z FOUNDATION FRAME PLAN 5CALE: 4" = 1 '-o" - PAGE: UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 13 A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW 3 EXISTING RR LU � 6) TO REMAIN z N p N Lin Q [� Z OL QD 0 o z FZ � w z U Q > � n n C� m X w FASCIA LINES TO ALIGN ACROSS ALL AREAS; ADJUST OVERHANG 0 DIMENSIONS ACCORDINGLY. 12 I ° 8� 12 —�2 \ I NEW 2x8 RR ROOF NOTE: 6 U o �o / @ 16 OC GAI` 30/ roof 5hiingee oar verh entire- roof areatural . U\- 1 2 U ct IU _ 51— x co �D1 5# felt over 8" CDX Plywood N N — OL w% ` oI / z sheathing with Ice Weather Sheila L ,� `" — Ua S. � Q o L LLJz i z \�� ��� ; z w / at all perimeters and valleys. pp JI �� 1-- CZ I 12 l` P` 12 -� ��� W o RUNOFF NOTE: ►- Q z o \� / IL/ z m J Q 5� ` I ��/ / I Gutters continuously around; p I \ z : Leader locations as per U (\] v � vP� Installer - all leaders drain to C2 N J (S) 6 O PVC pipe to new drywel15. T Of I }� I 12 ( ' RUNOFF CALCULATIONS: 757 x . I G7 x 7.5 = 948 gallons of runoff NEW 2x8 RR I / TYPICAL ALL LAYOVERS - @ (1 ) 1 '-0" x 8'-0" 0 capacity = 300 gallons W @ 16 OC � \\ U BOLT TO RAFTERS W/6" \ / 948/ 300 = 3. 1 rP LAG BOLTS WASHERS `� -ON 12 = Runoff Containment Requires: ' — 5� — (I ) 3'-0"deep x 8'-0" 0 ring O EXISTING RR I (provides 900 total capacity) O TO REMAIN 7I- 7- EXISTING RIDGE TO REMAIN I O LU I 12 C) 12 5F— co 0 \ I NEW 2x8 CJ AS CTI i .\ � zCz \ LU I NEW 2x8 RR I \�,i 0/0��O x O @ 16 OC i 12 I ' 12 OF NE;V J► 14 0 EY-4" I i II I i a O o I � AEW 2x8 RR �. '� @ Ib OC � . . — . . — — . — . — . — . — . — . _ . — . — . — . — . — — . . — . OA . �— . ROFES S I ON P�- J N 18i-8n C ALIGN OVERHANG DIMENSION HERE W QD LU C� - N U m LU ROOF f KAM E PLAN 0 SCALE: 4'-" = I -0" ° o U s z z o Q z a PAGE: UNAUTHORIZED ALTERATION 09 ADDITION TO TMS DRAWING AND RELATED DOCUMENTS/5 A VIOLATION OF SEC. 7209 OF THE N.Y.5. EDUCATION LAW 4 GENERAL NOTES: • The Information on this set of construction documents is to relate basic design ELECTRICAL NOTES: Intent and framing details. They are Intended a5 a construction aid, not a5 a substitute for generally accepted good building practice and are In compliance with • All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to Include current 2010 New York State Building Codes and the 201 5 IRC. The general contractor 15 re5pon5lble for providing standard construction details and procedures to ensure ainstallation of fixtures specificatons as indicated on plans. Light fixtures to be supplied by professionally finished, structurally sound and weatherproof completed product. owner and Installed by contractor. GFI outlets required at bathrooms and exterior areas. Install all outlets as per code. All work Is to be done In strict accordance with the New York State Code • General contractor to coordinate all subcontractors, Scheduling of work and by a licensed electrician. All new switches $outlets to be Leviton, Toggle, supplied t Installed Interaction between trades. by contractor. Contractor to do all hook-ups as required for bathroom fans, cooking exhausts and provide wlrmg a5 required for gas fireplace and cooking appliances. • The contractor is responsible for ensuring that all work and construction meets HOUSE STRUCTURE or exceeds current federal, state and local codes, ordinances and regulations, etc. AS PER PLANS These codes are to be considered a5 part of the 5pec1flcat1Cn5 for th15 bUllding plan. FRAMING NOTES: cJ� Lu • If in the course of construction, a condition exists which disagrees with that as • All lumber Is to be Douglas fir#2 or better at I G"on center 0 Indicated on these drawmg5, the contractor shall stop work and notify the designer $the engineer Immediately. Should he fall to follow th15 procedure and continue work, he shall assume all re5pon5119111ty and liability arl5mg therefrom. • All wood frammg In contact with concrete or masonry 15 to be pressure treated. 'ACQ'designation U refers to current arsenic-free treated wood standards and shall take the place of'CCA' z FL • Dimensions take precedent over scale- DO NOT SCALE DRAWINGS. a- • All TJI's are to be Installed In accordance with the manufacturer's speclflcatlons and shall Include m • The de5lgner has not been engaged for construction supervision and assumes no squash blocking web stiffeners at bearing points on girders and other load bearing areas FLOOR HEIGHT q"X G" DECK BOARDS responsibility for construction coordinating with these plans, nor re5pon5lbllity for APPROX. construction means, methods, techniques, sequences or proceedure5 or for saftey Structural Steel ASTM A3G - FY= 3G KSI 2"X 8" ACQ D.J. I G" O.C. Z LU precautions and programs in connection with the work Indicated. There are no warranties for a specific use expressed or Implied in the use of these plans. • All stra s, connectors, later, bolts, na11s, etc. are to be alvanlzed. Desi Hated connectors, stra s, FROV. H4 I"X 1 0" RIM BOARD 0 CVO p p g g p 2 X 1 0 ACQ LEDGER BOLTED CONNECTOR CONTINUOUSLY AROUND LLJ 2 N Contractor to provide hardwired smoke detectors, with battery back up, and with na led/bolted inetc, on thC5C accordance with5 are my manoufactueerss she fcatonisated. All connectors, straps, etc. are to be TO HOUSE FRAME WITH 5" 0) Q (\ z no mtervening switches, on all floors and 1n each bedroom. Verify with local code p LEDGERLOK SCREWS @ I G O.C.; NOTCH POSTS 2- 2"X 10" ACQ GIRDERS requirements as per Section R3 17 New York State Resldential Con5truclton Code. HANG D.J. FROM LEDGER WITH o z_ FOR GIRDER BOLTED THRU POST W/ Install carbon monoxide detectors as per code. All floor Sheathing 15 to be 4"AC type plywood, tongue*groove and shall be glued and screwed to 5IMPSON LU28 CONNECTOR C� the floor J015t5 (G"O.C. edges* 12"o.c. field) (2) - " CARRIAGE BOLTS z FOUNDATION NOTES: J— coNNEOCTOR(TYP) J LU • Solid blocking 15 to be Installed every 8'-0" max. or mid span of all floor joists with spans exceeding G"X G" ACQ POSTS ON 12" ~ • General contractor to review plans, elevations and details to determine 8'-0". Blocking Is to be m5talled at all point load bearing points. SONOTUBE W/ POURED m intended heights of flnlshed floor above typical grade. CONCRETE FOOTING ()F NE Q • Install dn double joists under all partitions running parallel 20"X 20"X 12"d. 3� MA2 \ • Footings 5h3,1 bear on undisturbed soli within bearing capacity of 1.5 ton5/5q.ft. (TYPICAL ALL FOOTINGS) • All exterior wall headers to be as Indicated on floor plans$sections and all Interior �1 • Concrete shall be FC = 3,500 PSI @ 28 days headers are to be 2- 2"x 10" unless otherwise noted. All headers exceeding 5'-0"shall have a double v 3 Jack stud with a single king stud *on exterior walls provide double 5111 plate(typical). W • Concrete on 4"sand or gravel fill minimum, with GxG - 10/10 welded wire mesh reinforcement. Interior slabs to be placed on G mil. 5tab111zed polyethylene vapor DECK SECTION • Provide insulation baffles at eave vents between rafters and soffit vents as Indicated barrier. Welded wire mesh 15 to be placed In the top third of the slab and 15 to be F on plans adequately supported by precast concrete bar supports to assure that the reinforcement SCALE: I" = I '-0" R0FESS0.1, 15 held in position during concrete placement and finishing. Exterior flashing IS to be adequately Installed at all connections between roofs, walls, 4 chimneys, projections and penetrations a5 required by approved con5trctlon practices. • Isolation joints are to be Installed between the slab and the walls. Use preformed N Joint filler that 15 to be cut 1/2" below the slab surface and the resulting Joint is to be filled FLOOR PLAN NOTES: with an ela5tomerlc joint sealant. U • Dimensions shall take precedent over scale drawin s, DO NOT SCALE DRAWINGS 4"MAX. p g L > CV • General contractor to Install cop-r-tex (or copper)sheet metal termite Shields 4"MAX. –�j p L between all wood surfaces that are exposed to concrete or masonry surfaces. 4"DIA. MAXIMUM �y� } O • All Interior walls to be covered with J"gypsum board with metal corner reinforcingM. All I I - O • Dampproof exterior of foundation wail with a bituminous coating; Foundation drywall products, Including gypsum board, screw,joint compound, tapes trim shall be U.S. 4"DIA.MAXIMUM ---�'– F— N excavation upon approval of building department Inspections. Gypsum Co. or approved equal. Alljolnts shall receive 3 coats of joint treatment. Sand final } p Z coat to a uniform smooth surface. All walls, telling and interior of closets to be taped and O PLUMBING � HVAC NOTES: 5packled, 3 coats, ready for paint. U o N —J (s) All plumbing work shall be done by a duly licensed plumber and must conform and adhere Interior paint to be Benjamin Moore, walls"dove white"and ceilings white, unless z m to all New York State bUllding codes t safety requirements. otherwise decided by homeowner. All Interior trim 4� mouldings to be high gloss dove white. hring m • If wall plates or Joists are cut during the Installation of plumbing fixtures or equipment • Insulation ratings and m5tallation locations as indicated on floor plans*sections. contractor must provide appropriate bracing to tie framing back together. • Interior doors to be solid core wood; style to be determined. Interior trim to be W • Plumber to 5ipply and Install tanklc55, on demand hot water heater. I x4 casings with backbands and 54"neck base trim with shoe. DECK/PORCH RAILING (n STAIR RAILING :21, • Plumbmg fixtures to be supplied by owner, m5talled by plumber. • All bath $ kitchen area walls and ce111ng5 adjacent to wet areas to have water resistant O drywall, and provide cement board for all areas set to receive tile. 1-1/2"SPACE • Mechanical subcontractor 15 responsible for adhering to all applicable codes and safety requirements Kitchen to have countertops as selected with ceramic MINIMUM tile, subway backsplash; all baths O to have ceramic the floors and surrounds as selected by homeowner. HACIDRATLS T-11 • HVAC subcontractor to fully coordinate system data $requirements with the Z equipment supplier and to provide final system layout drawing and submit it to general contractor, O owner and equipment supplier for final review t approval. STAIR TREAD • Mechanical system to be 3 zone with damper controls on second floor. Include optional hydratmcg air system within. RIM BOARD 5ALU5TER5 • HVAC to vent all dryer cooking exhausts. OPEN BALUSTER ATTACHED TO WALL STRINGER HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE PULL LENGTH OF THE STAIRS. HANDGRIP PORTION Of ALL HANDRAILS SHALL NOT BE LE55 THAN 1-1/4"NOR MORE THAN 2"IN STRINGER TO DECK/PORCI-1 CONNECTION 4"0 ROOF CRO55 SECTIONAL DIMENSION,OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE ROOF LJ VENT FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. 4 PIECE OF 51DING BELOW GIRDER/HEADER 1/2"DIA.LAG BOLTS W/WASHERS CONNECTED TO BLDG. @ I G"OC POST/COLUMN ° o ATTIC ° ° FLOOR FRAMING 2.JOISTS °) _ _ BLOCKING FOR JOIST HANGER ° F I I i ---� LAG BOLTS POST-TO-GIRDERMEADER CONNECTION 2 RIM JOIST/B LOCATION USP NUMBER DESCRIPTION APPLICATION N B� I LAUNDRY KITC H N BAH 2 BATH 3 4.4 SOLID COLUMN P13544/P55E44/K44 P ,COST CAP APJCHOR APPLY TO EACH GOLUMIJ O EXPANDEDI I I RELOCATED I EXISTING RELOCATED EX NG I I 6x6 SOLID COLUMN PU566/Fb5E66/NC66 Po5TCAPANCF1oR APPLY TO EACHCOLUMIJ DECK/FORCH LEDGER CONNECTION HOLLOW COLUMN 51MP50N 5TRRI/2 I H.G.-ANCHOR JAFFLY TO EACH COLUMN p1 1/2 1 1/2 �I 114 �1 1/4 I I 1 1/2 $1 1/2 �1 1/4 I FIA I W t1 1/4 1 1/4 1 1/4 1 1/2 LAV z W.M. SINK D.W. I cf� m SHOWER SHCIWER w Q N — O J FI RST FLOOR J015r wooD Jo1sr 2 — BLOCKING �J N � 3 IJ4 I2 2 2 14 3 2 3 a o C.0.11 4 N 4 _ TO EXISTING SUFFOLK COUNTY GIRDER/HEADER WOOD GIRDER p z DEPT. OF HEALTH SERVICES }- o 4 APPROVED SEPTIC LINE U z 4" C.I. HOUSE z cn SLOPE" 114" PER FOOT PITCH TO DRAIN TRAP SPLICED J0I5T5 OVER HEADER/GIRDER SPLICED JOISTS OVER HEADER/GIRDER Q PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND Z LOCATION JU5P NUMBS DESCRIPTION I APPLICATION USE WITH RT 10 TYDOWN ANCHORS J015T TO GIRDER/HEADER RT 10 I TYDOWN ANCHOR, ICONNECT TO EACH J015T BASEMENT GIRDER Q P05T PLUMBING R15ER DIAGRAM NOT TO SCALE CONCRETE PIE P 12N 1 2"x 12" CONCRETE FOOTING m DECK POST FTG. CONNECTION HEADER/GIRDER-TO-POST CONNECTION LOCATIONI USP NUMBER I DESCRIPTION APPLICATION LOCATION1 USP NUMBER I DE5CKWI ION APPLICATION 4X41`05T IFALJ440PVVE44 POST/BEAM ANCHOR JAPPLY TO EACH FOOTING (2)BEAMS IPAU44 OR WE44 IP05T/BEAM ANCHOR APPLY TO EACH PIER 6X6 F05T PAU66 OR WE66 P05T/BEAM ANCHOR APPLY TO EACH FOOTING (3)BEAMS PAU66 OR WE66 PO5T/BEAM P,ANCHOAPPLY TO EACH PIER PAGE:. V UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW JERNICK RE51DENCE Addition to EX15tin6j Re,51dence, ,915029130"E 124-44' v- O o m Lu Jo ° FW-- Z N C) 0 Z J W EXISTING POOL Q C) n o m SITE PLAN SCALE: 32= I '-O" SCTM: 1000- 127-4-21 Information taken from Lsurvey prepared by O Peconlc Surveyors, John Metzger — Southold, New York Luz dated March 12, 2002 �, N Lu L — z PROPERTY AREA5: 3 0 o Existing Lot area: 22,088 561.ft. o Z- HOuse (existing w/ porch): 1939 scI.ft O �; U m Deck: 756 sq.ft. O U C2 N J (s) ,L Pool: G48 5C[.ft. O Total area: 3403 Lu Existing lot coverage: 15.4% _z J Proposed New Area: 3825q.ft LU O � 7-6 Total Area: 3785 scl.ft. 0 PROPOSED LOT COVERAGE: 17. 1 % = O z EXISTING DECK _O TO BE REBUILT o 1 o PROPOSED I STORY o ADDITION Q T 0 0 1 5'-8 112"----: EXISTING I STORY ry HOUSE w/ ATTACHED A�E OF New w Ln GARAGE TO REMAIN J. MAZZ �, Q Ln LU * N N W r a . ``N } z � z 171-411— = o S10LP� m W N � o U PROPOSED 1 STORY O ADDITION —� w w z o U O c�i - - LLJL 1 � N - Z U u m W N o � z D U O U z z o Q z R: 29.78' L: 40.22' N22032'50"W 99.74' N DELMAR DRIVE PAG UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW I ' I NAILING SCHEDULE I ti _... ............._ .........._..._ _-...._..... __.._.__..........._ ...__................._...__...___.... ...... _.__._.............. __.._..... -............_ __.- _ ......_.__......_ ,.............-._,_._......_...._._ ...._.._... 2015 WOOD FRAME CONSTRUCTION MANUAL ( NEW 9 2" LVL RIDGE JOINT.:DESt�RII TIC7N �NAIL.QUALITY.., NAI. `SPACING L ARCHITECTURAL ASPHALT ROOFINGWITH 15# FELT 12 .. .: .: , 1 :: ROOF TRAMING R DX PLYWOOD RAFTER TO TOP PLATE LTOE NAILED 8'-0"WALL: 3-8d PER RAFTER BOLT ALL AREAS TO 8 „OG WITH ICE * WEATHER SHEILD _...._.,...._.........................................__....._. ........... ......•......,..._................_....._....__.._. .._......._.........._........,........_..._...._..._.-.....,----- ......_..........-.........................----'....._.._......._..._..._......._...__.._...-.._...__..._..__.........._.............,.. 10'-0"WALL: 3-8d PER RAFTER RK w/ 2- @PERIMETERS VALLEYS CEILING JOIST TO TOP PLATE TOE NAILED 8'-O"WALL 3-8d PER J015T SIMPSON H7 CONNECTOR 10'-0`WALL: 4-8d PER J015T `Z 30 CEILING J015T TO PARALLEL RAFTER (FACE NAILED SEE TABLE 3.7 EACH LAP _. - _..... . ._.............._....... ........ . ............. ........_ .-_ .. ._......_____. .... ..__.._....._.._... .. . ...... _................._.._........_.....__........_. CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.7 EACH LAP 2- 2x8 HEADERS OVER ALL 2x8 CJ I G" OC COLLAR TIE TO RAFTER �FACE NAILED SEE TABLE 3.4 PER TIE NEW WINDOWS; C520 STRAPPING BLOCKINGTO RAFTER ITOE NAILED .......... LU_ _.__......,..•.... ....._...._...........__.._..........._...,. - ..._....._.._..,..............,._..._.._..__..._.........._.....__........_....,.._. RIM BOARD TO KAFTfR' ;END NAILED 2-1 Gd EACH END ............ . .. _. .. .. ........._. ,._.. _ . .- ._.... ,........_.. .. _................. ... . ..-.,. NEW 2x4 STUD FRAME EXTERIOR I x8 AZEK FASCIA, CENTERz WALL @ I G" O.C. w/ I" CL05ED CELL N BEADED VENTED VINYL WALL Fi2AN1(NG S Y FOAM INSULATION, - BATT, _ SOFFIT; ADJUST OVER HANG O z TOP PLATE TO TOP PLATE ;FACE NAILED 2-1 Gd PER FOOT g" pPLYWOOD H OUSE EXPANDED DINING DIMENSION ACCORDINGLY TO FL I I TOP PLATES AT INTERSECTIONS FACE NAILED 4-1 Gd JOINTS EACH SIDE -....__._.__.._ WRAP � 51DINGAS SELECTED �� ALIGN w/ EXISTING FASCIA HEIGHT_....__ .. _..._...... .. ............... _._.__._ _.. _..-................_. TW2442 STUD TO STUD ;FACE NAILED 2-1 Gd 24"O/C i,_x_,5_T�, G . .. .. .............. - ._..__...._..... LJ� Ll w HEADER TO HEADER I FACE NAILED I Gd I G"O/C ALONG EDGES 2"X G" ACQ SILL PLATE TO ALIGN WITH EXISTING _ WINDOW HEADER HEIGHTS LU _..:.... ....... . . ....... _....,..__......._. ..._. .._._......._._.....__....._.. ........_........._._................,.........._....................... ............_....._ IELD OVER TERMITE SH TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 STUD " PL OR LLj 3 1 Gd PER 2XG STUD OVER SILL SEAL, O O __........ ... PROVIDE SIMPSON C520 U z N 4 YW D SUBFLO ALIGN T EXISTING 4-I Gd PER 2X8 STUD / LPT4 CONNECTORS BOTTOM PLATE TO FLOOR J015T, K-21 w cr) Q � z BANDJOI5T, END JOIST, OR BLOCKING FACE NAILED 2-1 Gcl PER FOOT � e DIA METER ANCHOR BOLTS CRAWL SPACE � O FLOOR FRAMING _ .:::. W/ 7" M N. DEPTH @ 48" O.C. o - JOIST TO SILL,TOP PLATE, OR GIRDER TOE NAILED 4=8d " " " PAC�C)15D _..., .-. _.,.....---..__. ...,_.__.._...._,._._.,....,.._........_ ._.".._.. W/ MIN. 3"X3"x-" WASHER @ PLATE 4" PO CONCRETE m w BRIDGING TO J015T TOE NAILED 2-861 E � (n � m _...................... ....._............... .............. .........._... .,... ........ ................ .............,......_...................................._.,.__...._.._...._....,..,_.........._........................,............. . . SLAB ON COMPACT FILL ....................................... BLOCKING TO JOIST TOE NAILED 2-8d EACH END __ „"" 8" POURED CONCRETE BLOCKING TO SILL OR TOP PLATE 'TOE NAILED 3-1 Gd EACH BLOCK _ FOUNDATION WALL W/ .. ......... ....... . .... .... ......... _.. __........_.._... .... 1, 4..X8.. d LEDGER STRIP TO BEAM FACE NAILED 3-1 Gd EACH JOIST - FTG.; PROV. .................... .....................................__ ., ............ ..................ti- . ,...._,... ............ ..u_,,....._.... .....__.._.. ..... __..__.._ ... _._. . ._.._........._.._.....-......_.. ....._.........._. ._. ...w.....,........._._... ..._.._..,..,._....,_W_._._...._...._.,...... 2-#4 RE15AR IN JOIST ON LEDGER TO BEAM 1TOE NAILED 3-8d PER J015T •, „ „ ,-•,,, (TYPICAL ALL AREAS) IN BAND JOIST TO JOISTEND NAILED 3-1 Gd PER J015T _..... .. ......................................._... ......._...... ........ ... _.. . _.. ........_..-._... .._..... ._. ._.. _............... .. . . ................. . BAND J015T TO SILL OR TOP PLATE TOE NAILED 2-I Gd PER FOOT NOTE: CONCRETE SHALL BE BUILDING SECTION A _ ._..., _. t' ( PC - 3,000 PSI @ 28 DAYS _ ' ROOT SHEATHING FOOTINGS SHALL BEAR ON 5CAL C` — — 1 ,-C r 4' PERIMETER EDGE ZONE- I G"O/C - G"AT PANEL EDGES UNDISTURBED SOIL WITHIN 4 STRUCTURAL PANELS 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD BEARING CAPACITY OF ....._...._ ..................._............ ._................................_._...._,_........ ......._....._ ...._..__....._....._._...-_....._..__.......__._._................ ........_...._._..... ............_..._...................-.............._._.._........._...._..._....__..........., _ 1 .5 TONS PER SQUARE FOOT INTERIOR ZONE- I G"O/C - G"AT PANEL EDGES AND 12"AT N 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK,THE 4'-0"PERIMETER L > N EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 0 >- CEILING SHEATHING s - GYPSUM WALLBOARD j 5d COOLERS 7"EDGE/ 10"FIELD CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS o z _.........................uu _..._.._..._... .... _........ �3 WALL SHEATHING , ,.,.. STRUCTURAL PANELS 1 1 ga. Galy. Roofing nail O I/2" 3"EDGE/G" FIELD PROVIDE 1/2"SPACING (.12"x I .5"L. x. 7/1 G"head) SHEARWALL __... ....__.__ m..._._.._.__..._.,._�._ .._._..._.. ._.................... _...._.. . ..._ ... ..._........_...,..,.__....... .._...._.. ____..._.___..__,_ __....... _....... _..-...._..-.. BETWEEN THE END STUDUPPER I I ga. Galy. Roofing nail AND THE 25/32" 3 EDGE/G" FIELDBOLTS (.12"x l .75"L. x. 3/8"head) NOTCHED RAFTER D CO 2 THER TUDS _.._ . ..... . --._...., .,.... . „ .,. . ...3 8"h ,.. .,. - --......... ............._.. F R ALL WING CONNECT CORNER STUD CORNER BRACKET 0 b FIBERBOARD PANELS ;7/1 G" Gd 3"EDGE/G"FIELD RAFTER 1 HOLDDOWN INSTALLATION TO TRANSFER SHEAR ANCHOR �l L _..................._....._.....__., . ... ..................._.. ...._...._.._......_...__............._......_..............._......._.........._._.... .... .... . . 1 25/32" 8d 3"EDGE/G"FIELD RIDGE FASTEN WITH(2) 16d W _.. . . ._.............. _._. _..".-..,.. , - - - - RIDGE E NAIL COMMON GYPSUM WALLBOARD 5d COOLERS 7"EDGE/ 10" FIELD @ - ' S 6"O.C. i 4' EDGE ZONE- I G"O,C - G"AT PANEL EDGES AND 12"AT SIDEWALL O HARDBOARD 8d INTERMEDIATE SUPPORTS IN THE PANEL FIELD ENDWALL L __ ..... ,_._._,.__,__w..._._.._.___.__.........._._.__..,.__............ ....__.._..._._..______...._..__._..._...___ INTERIOR ZONE _ IG"OIC 6"AT PANEL EDGES AND 12"AT THREADED ROD O I 8d INTERMEDIATE SUPPORTS IN THEPANEL FIELD SHEAR WALL CORNER CON�LECTION F- ..: FLOOR SHEATHING. ` DOUBLE PLATE I ER STRA — STRUCTURAL PANELS- I OR LE55 8d G EDGE/ 1 2 FIELD TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFT PPING O _... ........__.,._.._........_........__..................._..........._......_............................,......_............ .........._.....,......,__._..,....__ ........._.....__...... ......._................_.._....._....,. ........_.........,_.........,......_......_..,.._.__._.........................._..._...-..... -- — ANCHOR Q CORNER BRACKET * iuirements are based on wall sheathing nailed G inches O.C. at the panel edge. If wall sheathing is nailed 3 Inches O.C.at the panel edge to obtain KING STUDS BOLTS Nahn ... g re a - Q higher shear capacities, nalhl .g recluirements for structural members shall be doubled, or al LOWER SHEARWALL * When wall sheathing Is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to I-I Gd nail per foot. \ CRIPPLE STUD SHEARWALL TO SHEARWALL RAFTER 0 HEADER SHEARWALL HOLD-DOWN DETAILS N.T.S. DESIGN LOAD CALCULATIONS CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RAFTER JACK STUDS p WEATHERING SEVERE TOP PLATE FROST LINE DEPTH 3'-O" MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(Ibsf) TOP PLATE _ __0 EXTERIOR BALCC)NIES GO TERMITE MODERATE TO HEAVY -0 DOUBLE TOP PLATE O DECAY SLIGHT TO MODERATE WALL STUD \ \ DECKS 40 WINTER DESIGN TEMP. I I I I TYPICAL HEADER 3/8 PLYWOOD SPACER WALL STUD TYPICAL HEADER CONNECTION I I ATTICS WITHOUT STORAGE 30 ICE SHIELD UNDER-_ AS PER MANUFACTURER'S_ _ I OR AS PER PLANS LL_I m ATTICS WITH STORAGE 40 LAYMENT REQUIRED _ SPECIFICATIONS/STATE CODE \ ILL_ RS OOM (OTHER THAN SLEEPING ROOMS) 40 FLOOD rlAzn,Ros TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION MT524C RAFTER TIE I \ � r--- Q "' SLEEPING ROOMS 30 lVl BY 5IMP50N OR EQ. N R� TYP. AT WIN. HDR. o GENERAL WIND PROTECTION CONNECTION NOTES R/oPeN�Nc WOOD HEADER/WOOD BEAM I II I �� Q CRITERIA FOR CALCULATION OF DEAD LOAD W7Ha REFER TO FLOOR PLAN R.R. AT I G" O.C. AS PER PLANS � 3 ACTUAL WEIGHT: OF MATERIALS REFERENCED TO A.I.A. Adapted from Standard for Hurricane Resistant Residential Construction; 55TD pW I I II II I II I� Z 10-99 and 2015 SBC High Wind Edition Wood Frame Construction 2ND. FLOOR WALL STUD (2) 2"x6"JACK STUDS �C ARCHITECTURAL GRAPHIC 5TANDARD5 Fasteners and Connectors for Wood Frame Construction 2"xG" KING STUDS DBL. TOP PLATE AT U � HEADER DETAIL (TYP TO BOTH SIDES) SECOND FLOOR OR z 5NOW I . A continuous load nth between footin s, foundations walls, floors, studs and 2ND. FLOOR PLATE p g NOT TO SCALE I i I AT SINGLE STORY GROUND SNOW LOAD 45 Ib5. roof framin shall be provided. WOOD JOIST WOOD JOIST SUBFLOOR s 9 p RIM BOARD 2. Approved connectors, anchors and other devices not included in BLOCKING a-o DBL. 2XG TOP PLATE II I 1/4"X24" 20 GAGE ° SEISMIC pp 9 JOIST HANGER HEADER STRAPS TYP. I all used in accordance TYP. I ,- the Standard Buildln Code, Section 2306 of IRC sh be 1ST. FLOOR TOP PLATES —. DESIGN CATEGORY B 9 II II II III II AT 2ND FLR. EXT. with manufacturer's recommendations. GIRDER/HEADER _-) >, WINDOW WALLS USE 8d COMMON NAILS @ G" �OPENING�" WIND WOOD GIRDER O.C. AT FIELD AND 4" II II II III II 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the WOOD JOIST _ ___ 1ST FLOOR WALL STUD I EDGES -REFER TO PLA I 2"XG" WALL FRAME @ I G" O.C. z WIND SPEED 130 m h weather or subject to salt corrosion in costal areas, shall be stainless steel or FOR DESIGNATED AREAS 2XG BLOCKING TYP. �I m EXPOSURE CATEGORY B hot dipped alvanized. II II II�' I JACK STUD STRAPS TYP. � � t\ pp 9 I I/4"X24" 20 GAGE AT 5EAM AT ALL lLJ , 4. Where windows and doors interrupt wood structural panel sheathing and JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER - III II AT 2 SIDES OF OPENING C) q TABLE R30 I .G siding, framing anchors or connectors shall be provided at the top and bottom _ G 5 AT BL �RNERS ` - ____........................... .__.__..I of cripple studs, header studs, and at least one stud at each side of opening. TYPICAL MULTI-STORY CONNECTIONS ' D o � OC ALLOWABLE DEFLECTION OF STRUCTURAL MEMEBERS I G O.C. TYP RIM J015T LU L t STRUCTURAL MEMBER ALLOWABLE DEFLECTION 5. Ridge straps shall be attached to each pair of opposing rafters except where 1ST.FLOOR WALL STUD o } Ill" CDX EXTL�IOR GRADE Rafters haven slopes renter U18o collar ties of I xG or 2x4 lumber Is located in upper third of attic space and PLYWOOD 5HEATHING I I/4"X24" 20 GAGE " 3 than 3112 with no finished ceilin attach to each pair of rafters. — HEADER STRAPS TYP. G. Uplift connectors shall be provided at each rafter bearing. 1ST. FLOOR PLATE _ _ _ — _ RIM J015T AS P;R PLANS AT EACH STUD U ° attached to rafters SUBFLOOR Interior wallsH/1 80 partitions z Floors� lastered ceilin ., L/3GO 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' WALL STUD WALL STUD RIM BOARD REMOVE EXISTING SHEATHING Z o All other structural memeber5U240 of exterior corners. BOTTOM PLATE BOTTOM PLATE WALLl11EADER AS REQUIRED TO APPLY STRAPS z Exterior walls with Plaster or 1­1/3GO BATHTUB SUB FLOOR __\{j DOUBLE SILL PLATE . Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the DOUBLE JOIST DOUBLE JOIST NOT TO SCALE 8 NAILING DETAIL (ELEVATION) stucco finish foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3"x \ FOUNDATION WALL q Exterior walls- wind loads with 11240 I/8„ NOT TO SCALE - washers. A minimum of one anchor bolt shall be provided within G to 12 \ "1 brittle finishes inches of each end of each plate. Anchor bolts shall have a minimum embedment Exterior walls- wind loads with U 20 of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located flexible finishes within 12 inches of corners and at spacing not exceeding 4 feet on center. TYPICAL WALL STI�APPI NG DETAI�`j AUGi3 DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NOtJ-BFP,RING WALLS 1ST. FLOOR TO FOUNDATION CONNECTIONS NOT TO SCALE ,�,:?•p,TMS-r-c •.. OF (PSE NEw 5 �o T,f tm, 'an of t'nis Document except architect and Enninaor's Sr�1 s J.Alq by m Arch itcct or Licensed Profes- Sign tl!re ail J r '� civ �29� Y good for inulol Urso gCil �� ” ,U:z:�-, r;;irt,.,:.r, is illega . fru'„v,rg. Chares, a,,:orcticrs 1.cCti4n 7209, Subdivision 2, y'f,iOls to or re use afi rrr.;a/i;ns �'lith� 0, N. Y. State Education Law. oL'1tI.. chitect or EncH., is t`1,ppraval Voids Sea! and Signature on same. °ARF 0570 P O ESSIO PAGE:`' UNAUTIVOR/ZED ALTERAT/ON OR ADD/TION TO THIS DRAW/NG AND RELATED DOCUMENTS 15A VIOLATIOi OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW