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Home My WebLink About49882-Z �O�OSufFQl,�cpG Town of Southold 8/22/2024 y� P.O.Box 1179 0 - • - 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45471 Date: 8/22/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 5218 Great Peconic Bay Blvd,Laurel SCTM#: 473889 Sec/Block/Lot: 128.-2-22 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/20/2015 pursuant to which Building Permit No. 49882 dated 10/13/2023 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 roof deck and finished basement(no bedrooms in basement),to existing single family dwelling as applied for per ZBA#7928, dated 8/15/2024. The certificate is issued to Nappi,Rick&Melissa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39850 7/5/2016 PLUMBERS CERTIFICATION DATED 12/8/2023 nN RifftNd Moran %V d th rize ignature Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of 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 Certificate of Occupancy ------- -------------—----------- -- -------- ------ ------ - --- - -- 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existingBuilding: check one p 'p g ( ) Location of Property: 0 12 cmi( C I cJ Vd L CA WA House No. IS�trreet I / Hamlet I°Owner or Owners of Property: GV� f' 0Q- Suffolk County Tax Map No 1000, Section Block Lot �— Subdivision Filed Map. Lot: Permit No. 3 b50 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �Q App ant Signatur MIre,G TOWN OF SOUTHOLD BUILDING DEPARTMENT y i TOWN CLERK'S OFFICE gMENpM NT o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49882 Date: 10/13/2023 Permission is hereby granted to: Nappi, Rick 9 Hunters Ct East Setauket, NY 11733 To: Additions and-alterations to an existing single family dwelling as applied for per Trustees, ZBA and DEC Non-Jurisdiction letter. Replaces BP#39850 (�--T/29/2024 AMEND-Permit: to include finished basement as per plans provided. At premises located at: 5218 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot# 128.-2-22 Pursuant to application dated 4/20/2015 and approved by the Building Inspector. To expire on 4/13/2025. Fees: PERMIT RENEWAL $507.20 Total: $507.20 Building Inspector �o�suFFot�,co TOWN OF SOUTHOLD aye BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "oy • 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) J Permit#: 49882 Date: 10/13/2023 Permission is hereby granted to: Nappi, Rick 9 Hunters Ct East Setauket, NY 11733 To: Additions and alterations to an existing single family dwelling as applied for per Trustees, ZBA and DEC Non-Jurisdiction letter. Replaces BP#39850 1 , j At premises located at: 5218 Great Peconic Bay Blvd, Laurel SCTM #473889 Sec/Block/Lot# 128.-2-22 Pursuant to application dated 4/20/2015 and approved by the Building Inspector. To expire on 4113/2025. Fees: PERMIT RENEWAL $507.20 Total: $507.20 Building Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT g TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39850 Date: 6/5/2015 Permission is hereby granted to: Nappi, Rick & Nappi, Melissa 5 Hamilton PI Lake Grove, NY 11755 To: Additions and alterations to.an existing single family dwelling as applied for per Trustees, ZBA and DEC Non-Jurisdiction letter. At premises located at: 5218 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot# 128.-2-22 Pursuant to application dated 5/29/2015. and approved by the Building Inspector. To expire on 12/4/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $964.40 CO -ADDITION TO DWELLING $50.00 Total: $1,014.40 Building Inspector OF SOUr��l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 iQ roger.riche rtR)town.so utho Id.ny.us Southold,NY 11971-0959 Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Nappi Address: 5218 Peconic Bay Blvd. City: Laurel St: New York Zip: 11948 Building Permit#: 39850 Section: 128 Block: 2 Lot: 22 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Orlando Electric License No: 3720-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 52 Ceiling Fixtures 20 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 9 Wall Fixtures 9 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 42 CO Detectors 3 Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances r42 Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200A Switches Twist Lock Exit Fixtures TVSS Other Equipment: 4- Paddle Fans, 3- Exhaust Fans, 60A Oven. Notes: Inspector Signature: Date: July 5, 2016 z Electrical 81 Compliance Form.xls 0� Town.Hall Annex Telephoned 1). 6 =1:$02' 54375 Main Road P. O. Box 1179 co ?t1 Southold, NY 11971-0959' JAN 1 7 . 2024 4 .ate �'9.•'. r �.. . BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Deam 6e � Building Permit No. Owner:f.R V- Nlel is5O MQppi (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this_ a o Notary Public County JOANNE C.SECHHOFF Notary Pubdc-State.ofi New York NO.01BES062577 CuaWled In Solt ou My Commbslon Bq*es 1 �- ho�a'DF SO�ryo�o cOUM`1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ]] CAULKING REMARKS: ✓- ufc) n DATE INSPECTO f'`' / 0 � pF SO(/l�,o o�ycOUM'l,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION )Tl[ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] F ND ON 2N [ ] INSULATION [ FRAMI G /STRAPPING [ ] FINAL [ ] FIREPLACE & [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA ON [ ] CAULKING �- REMARKS: r A-411 DATE °� ( INSPECTOR ` �O��F SO�ryO�o ��'y�OUMY,Nct� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO DATION 1 ST [ ] ROUGH PLUMBING [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE_ & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: tri-, J- DATE INSPECTOR �Of SOUry cOUNi`1,0c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC O N [ ] FOUNDATION 1ST ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: C� DATE INSPECTOR pF SOpTyOlo TOWN-OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECT N . [ ] FOUNDATION 1ST- [ ] OUCH PLUMBING [ ] FOUNDATION 2ND ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SA INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE SISTAN' PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECTRICAL (FINAL) [ ] CODE VIATION [ CAULKING rL REMARKS: ..y DATE INSPECTOR ® pf SOUTyolo A • �Q o��coU ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 1� INSPECTOR S` (A✓ ��OF Ulyo .•z��D 3/08�� TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) r ! REMARKS: top e DATE 9 716 INSPECT R J • ozOP SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ 1,0119ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:i 9 � (V c 94- KC&t 0.21- TA�r6 oq V DATE l INSPECTOR tiZ :r ' P (631)"650-6666 _ F_(631) 650=6667" = �1AN 1 l '2024_ C (516) 658-0325;' TODD O'CONNELLf. WWW.tocaichitects.com' A R C H'I T,E C T. P.C. �79'1 5 X.� ;S.•SI3 i•' {' tddd@t&architect9.00 m. January•10;,2024 Town of Southold _ "Building bepa'rtment 53095 Main-Road' ; Box:1179 Southold, NY`11971 ' Re: The Nappi residence '5218 Peco.nic Bay, Blvd. Laurel, NY 11948 To whom it may concern: , Please be advised,as per:the report from the cesspool company dated 01/04/2024,that the,current - cesspool is functioning proper ly,,•however the cesspool in.placedoes not`meet'currerit standards required by the Suffolk County'Department"of'Health., - Please feel free t'o contact,our office with any.questions or concerns you may have., Very truly'yours, A CON Todd b"'Conn I,AIA . - ' ' , ,. ', :>---�—�. .__.. _— , . . _ �� ,�" •mow , �fT I I P ; 1200 Veterans MemorialHighway, 1 Hauppauge, NY 11788 �� r� sa �� 1�e�e�f� /�� l`I1`l�� /.3��c� L44rE� �_�-� r� �fij � , �.; �. i I , '� JO �) - � � I �E i f iyy i �� ,� ._,�- d y 1 ,. n� s' * .� �� .q ',� 'r �i � el t 1� �� _ _ p,,. �. :. A V': 4 i ■ ■ • ' ■ .� _ �� _.�. ��„ ... .� .�. ,,,,,;�l�...c� ,__. __ __ . _ l 1 �� , ,�--.. V "yvFy� � Y f + J r v 'I � � � � . I. 1 1 0 • � � d 1 ID iNaTiLATION PER N.Y. . III/2 .. -- / - �:[w�, STATE ENBRGY Affd JIM— E _f.:rn..n..ns .' a 7 s l� Aft NEC e .r ,dF • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDINrG DXPARTMENT Do you have or need the follo ing,before applying? TOWN HALL Board of Health Q SOUTHOLD,NY 11971 4 sets of Building Plans_ TEL: (631) 765-1802 Planning Board app oval . FAX: (631) 765-9502 2l �g\_� Survey SoutholdTown.NorthFork.net PERMIT NO. l Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate / Storm-Water Assess�n� c Contact: , Approved - 20 l Mail t 1` ' Disapproved Pone" V1 51W PIN Expiration MAY 29 2015 J, 'r Building Inspe I AP P I ATION FOR BUILD10 4G PERlYU'I`uF souTrioi_� APR 0 2015 u _ Date , 20 �J ei cc. Dear INSTRUCTIONS rc; OF L HOLD 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 prel-Aises 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 premises '0 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 2b Block �Z Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended usp and occupancy of proposed construction: a. Existing use and occupancy GC.1F- �� b. Intended use and occupancy I L4 3. Nature of work(check which applicable):New Building Addition Alterations' 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. O 7. Dimensions of existing structures, if any: Front ±��.� Rear 'E'A ' Depth +' Height '+ 13 ' Number of Stories 1 Dimensions of same structure with alterations or additions: Front �2�,5` Rear 29.5i Depth 401 Height 4 21 Number of Stories 2 S. Dimensions of entire new construction: Front ± Rear ± Z��S Depth �4O Height � ''M Number of Stories 2 9. Size of lot: Front g Rear. )03.79 ' Depth 7 •3( 1 10. Date of Purchase Name of Former Owner 11. Zone or use district.in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES 0 NO 13. Will lot be re-graded? YES NO_KWill excess fill be removed from premises? YES NO� 14.Names of Owner of premises WMNfi 0 J'Off Address5 0AKW4'4 P-.U(-A4XPhone No. Name of Architect �.Pp / L6f11 Lf'"S4LL(� Address! C� e,�U11�('hone No 16 .5 a i� Name of Contractor Address T—Phone No. 15 a. Is this property within.100 feet of a tidal wetland or a freshwater wetland? *YES oX, NO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES__NO_ * IF YES, D.E.C. PERMITS MAYBE REQUIRED. 16. Provide survey,to scale, with accurate foulidation 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 ) KO/U� - /I. Pam- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the �11 � (Contractor,e9orporate Officer, etc.) DiA C L M,e,LF of said owner or owners, and is duly authorized to perform or have perform iotil YP> ibl�k-an'ai bo t file this application; that all statements contained in this application are true to the best of his k�6)i'1'0]�1 r 80 �/t4,a u 0 TouMn will be performed in the manner set forth in the application filed therewith. Term Expires January 7, Sworn to before me this day of Ya I 20 Notary P lic Signat re of Applicant 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 Sou tholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 NSA Single&Separate M Storm-Water Assessment Form PPRO- VA"Contact: Approved ,20 /Mail to: � .J/4AJ4AUZ2l G S� Disapproved a/c VDU �� l0Z &1�-M9a10111' 2 ! Phone: Expirati n rr' D Building Inspector NOV 2 4 2014 APP LICATION FOR BUILDING PERMIT BLDG.DEPT. TOVIN OF SOUTHOLD Date _- , 20 Z 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 ofthe.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 applica'rifor name,if a corporation) �L}lUNU 2ZI , SQ mmn 7z)ut oil/l YZ (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder An 0 .)-l-,�J 757" Name of owner of premises ��G �U A14-PP (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. y— Other Trade's License No. 1. Location of land on ich proposed work will be done: House Number Street Hamlet ei 3A44 E �,d.'di�i&'a County Tax Map No. 1000 Section Iz� Block 2 .,p,"„r,F,..,...,,,L°otr ..:.,_z� _ 1 ,•1;.Pu�t'a Yi15f8 )� 1 Subdivision, Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units C Iiei,of'dwelling units on each floor If garage, number of cars 12,10 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. /V`iy 7. Dimensions of existing structures, if any: Front 2,p�4/ Rear Z21. ' Depth 'IrQ Height Number of Stories Dimensions of same structure with alterations or a5ditions: Front 2� � Rear 2) Depth !GD ' Height 'F6 Number of Stories 2 8. Dimensions of entire new construction: Front ?Op iS P/ Rear la"/S' Depth q,!::� Height --761 Number of Stories 9. Size of lot: Front 7 2 Rear I ��► 71 Depth �/7J�"L/11�i�=j�733/1�11,�1'TL1.0 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated e 4o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES k' NO 13. Will lot be re-graded?YES NO�Will excess fill be removed from premises?YES NO NA ,�/�AillLTaiV�1.�cE 14. Names of Owner of premises ff C, NW,9'/Address 'V.y Phone No Name of Architect 4PW 14.ec11/12,c�?TS Z/P AddressVGx�tl�Y.dvv, w�honeNo Name of Contractor 2!"9-2 Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES 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 x * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF F aIJG ZJ.JV2D J24&AZ6JZ2_f being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the �4 6�dCIT (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 23 day of /1/JV��20_Zd,1' Negle:MKKIMACK Signature of Applicant NOT Registrati,STATE.OF NEW YOU No.02KI5056823 Qualified in Nassau County Commission E ires March 11,2018 01 A, TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 Tele hone. 631 765-1802 Fax 631 765-9502 h s//www.southoldtownn ov P � ) t ) ttP � Y•ZL Date Received APPLICATION-FOR BUILDING PERMIT WAIF or Office Use Only PERMIT.NO/0 Building Inspector: JAIv 2 % licatois a irfgiisipuSt e:fl lec o� B ie I ete aPllll� io6e1! iee"I�PLIItetrlsn� h d.� e�la,c� a . •J. ., � Jam'.+.,r.. Fr Qes,'Agzafci� i1�4t8'Qsf1"a_tl` �;cImPe :' a: •�c,�,va�od Date: 1 / l q 124 Name: Rick Nappi SCTM#1000-128-2-22 Project Address: 5218 Peconic Bay Boulevard, Laurel, NY 11948 Phone#: 516-398-9744 ' TE Mailing Address: 5218 Peconic Bay Boulevard, Laurel, NY 11948 CQI11fACrPRSQN: Name: Gary Bechhoff Mailing Address: 870-1 Marconi Avenue, Ronkonkoma, NY 11779 Phone M 51 5166-521-9330 GaryCell-878-5865 Office FEail: gary@gbconstruction.org ::DE31G�fV.:P,:ROiF.SS]ION�IL:+INiEORMATION;'., . Name: Mailing Address: Phone#: Email: :'CO,_NTiRl�4T0�•iN:FQ_,Rii�l[d�QNe:'� .. . Name: G.B. Construction and Development, Inc. / Gary Bechhoff Mailing Address: 870-1 Marconi Avenue, Ronkonkoma, NY 11779 Phone#: 631-878-5865 office Email: jenn@gbconstruction.org 516-521-9330 Gary Cell �DESCR11Fr- IQN'OF.-PROP..Q STRU TION. ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑other $ Will the lot be re-graded? ❑Yes ONO Will excess fill be removed from premises? ❑Yes ONO 1 M PRaPERTYIN :ON.. Existing use of property: Single Family Residence Intended use of property: Single Family Residence Zone or use district in which premises is situated: Are there any covenants and restrictions-with respect to R40 this property? ❑Yes®No IF YES,PROVIDE A COPY. agIC FCck.,Bst.ilxieT ttr:coRoesa;.din u:tnhoedirsiYnnAo�a* . �- sleis @s Won _. drns•_,..o. .il ;e oftke?owri d i[�ewY i(c a ctlier sa Le is o ue _"D N.�� !,,,, arloi ;a(iilonsio'ifor�kglc+f+:bilethetildi�saibed:;fieapPlCcailt - "4rYi ' W terailast rt�'aes�j T. !W1 EMT—_ ltoltsinBcgd afM.:reBu�siHol�s9 deetgrsori • Ise;1ArtMfn .: r , :pre{n ai bd � 8(�).oXi�i 1i F>G ede; nre L�Ji6�1�'�� '�!!!,"<_�d4[,.•��°�`R17�11R�oSeel�ii�?10ASot>9reNXdrI�St�e:;T?enaltt�t:;;:...�.it-•.s:= :' e4/ Application Sfibmitted By 7"' �n ®A uthorized Authorized Agent ❑Owner Signature of Applicant: Date: j STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Gary Bechhoff being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Contractor (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of U 20. / Not *RAMONA W.-ROBERTSO Notary Public-State of New York PROPERTY OWNER AUTHORIZATION No.01 R06425321 Qualified in Suffolk County (Where the applicant is not the owner) My Commission Expires November 16,204 I, IZICk1 residing at 5218 Peconic Bay Boulevard, Laurel, NY.11948 Gary Bechhoff/G.B. Construction and do hereby authorize Development, Inc. to apply on my behalf t the Town of Southold Building Department for approval as described herein. Owner's Signature Date i?ic� tJGp�1 Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: December 3,20.1.4 TO: David Jannuzzi Esq. (Nappi) PO Box 1672 Mattituck, NY 11952 Please take notice that your application dated November 24, 2014 For permit for additions and alterations to an existing single family dwelling at Location of property: 5218 Peconic Bay Blvd., Laurerl, NY County Tax Map No. 1000—Section 128 Block 2 Lot 22 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 10,890 square foot parcel in the Residential R-40 Dfstrict is not permitted pursuant to Article XXIII, Section 280-124 which states that lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet and a minimum single side yard setback of 10 feet. Following the proposed construction, the single family dwelling will have a front yard setback of 33.5 feet and a single side yard setback of 8.5 feet. In addition, the proposed construction is not permitted pursuant to Article XXII Section 280-11613 which states; "All buildings located on lots upon which a bulkhead concrete wall riprap or similar structure exists and which are adjacent to tidal water-'bodies other than sounds shall be set back not less than seventy- five(75) feet from the bulkhead." The proposed construction notes a setback of+/- 55 feet to the existin bulkhead. A o 'zed Signature Cc: File, ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: December 3, 2014 AMENDED &RENEWED: September 22, 2015 TO: David Jannuzzi Esq. (Nappi) PO Box 1672 Mattituck,NY 11952 Please take notice that your application dated November 24, 2014 For permit for the demolition of an existing single family dwelling and the construction of a new single family dwelling at Location of property: 5218 Peconic Bay Blvd., Laurerl,NY County Tax Map No. 1000—Section 128 Block 2 Lot 22 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 10,890 square foot parcel in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet and a minimum single_side yard setback of 10 feet. Followingthe proposed construction, the single family dwelling will have a front yard setback of 33.5 feet and a single side yard setback of 8.5 feet. In addition, the proposed construction is not permitted pursuant to Article XXII, Section 280-116B, which states, "All buildings located on lots upon which a bulkhead, concrete wall, ripr4p or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy- five(75)feet from the-bulkhead." The proposed construction notes a setback of+/-55 feet to the existing bulkhead. This Notice of Disapproval was amended on September 22, 2015 to reflect a change in the scope of work. GAuthor - --- ------------- _ -dSignature Cc:File, ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: January 29, 2024 TO: Gary Bechhoff(Nappi) 870-1 Marconi Avenue Ronkonkoma,NY 11779 Please take notice that your application dated January 19, 2024: For permit to: Obtain a C. O. for the demolition, per town definition, and construction of a new dwelling at: Location of property: 5218 Peconic Bay Blvd, Laurel,NY County Tax Map No. 1000—Section 128 Block 2 Lot 22 Is returned herewith and disapproved on the following grounds: The construction, on this nonconforming 10,890 sq. ft. parcel in the Residential R-40, is not permitted pursuant to Article XXIII Section 280-124 which states: lots measuring less than 20,000 square feet in total size require a front yard setback of 35 feet and a minimum side yard setback of 10 feet. The construction has a front yard setback of 33.5 feet and a side yard of 8.5 feet. The construction was completed with the benefit of a building permit(30850), as well as ZBA approval (6828). While the building_permit had been renewed, prior zoning approval has expired. Authorized Signature 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. 1,76t BOARD MEMBERS S Southold Town Hall Leslie Kanes Weisman, Chairperson ®F ®U,� 095 Main Road•P.O. Box 1179 Patricia Acampora ®� ®�® Southold,NY 11971-0959 Eric Dantes3 Office Location: Robert Lehnert, Jr. Town Annex/First Floor Nicholas Planamento ® �� 54375 Main Road(at Youngs Avenue) �*7C®U � Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD 2 Tel. (631) 765-1809 R E C E UWE December 13, 2023 Rick Nappi DEC 1 9 2023 5218 Peconic Bay Boulevard ,Laurel, NY 11948 Building DepartvnLnt Town 0-0 00,Outhotcj RE: Appeal #6828 Nappi 5218 Peconic Bay Boulevard, Laurel SCTM No. 1000-128-2-22 Dear Mr.Nappi; We received your correspondence, dated November 15, 2023, requesting an extension of the above referenced Zoning Board of Appeals' determination dated February 19, 2015, amended November 19, 2015, which had expired on February 19, 2018. Your request was not done in a timely matter pursuant to Section 280-146(B) of the Southold Town Code and cited in the Determination, which reads, "the Zoning Board of Appeals, upon written request prior to the date of expiration, may grant an extension not to exceed three (3) consecutive one (1) year terms. Please be advised that even if all extensions were granted, the variance would cease being valid on February 19, 2021. In your correspondence, you have indicated that you are now in the process of obtaining a Certificate of Occupancy. According to the Building Department inspection records, certification from licensed professionals, additional agency approvals, and amended plans are still outstanding. During our December 7, 2023 Regular Meeting, the Zoning Board of Appeals denied your request. Should you wish to continue with the proposed improvements, you will need to apply for variance relief with a new application and a public hearing. Please contact our office if you have any questions or concerns. S me ly, N L ie 4 eisman hairperson cc: Building Department '4F `N M 4 BOARD MEMBERS 0�s , Southold Town Hall Leslie Kanes Weisman,Chairperson i`��1.,. ® 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Of1Yce Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento CCU S tom,ls- 0191 �' D K lvJ RECEIVED d' http://southoldtownny.gov riled a 3:z& "1 AUG 2 2024 T � ZONING BOARD OF APPEALS A' 1 S .824 TOWN OF SOUTHOLD Tel.(631)765-1809 Building Department Town of Southold dal t$h��d Town:C�erk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 15,2024 ZBA FILE: #7928 NAME OF APPLICANT: Rick Nappi PROPERTY LOCATION: 5218 Peconic Bay Boulevard,(Adj.to Great Peconic Bay)Laurel,NY SCTM: 1000-128-2-22 .SEQR-A.DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY-ADMINMSTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated May 21,2024 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated July 29, 2024. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTSMESCRIPTION:. The subject, 13,486 square feet, .310 acre non-conforming rectangular- shaped,waterfront parcel located in the R40 Zoning District measures 103.79 feet along the high water mark in front of a wood retaining wall along the Great Peconic Bay,then runs north, 178.31 feet along a residentially developed lot to the west,then runs east 88.79 feet along a residentially developed lot to the north,and returns to the bay 147.93 feet along a residentially developed lot to the east. The lot is accessed via a 15 feet wide right of way,on the southside of Peconic Bay Boulevard-and over two residentially developed lots to the north. The right of way runs the length of the subject parcel,allowing the lots to the north access to the bay.The property is improved with a 2-story frame residence (subject of this application) with entry stoops, masonry retaining walls, basement access, air handlers, a gravel driveway and a waterside wood deck built over a masonry shed landward of the bulkhead, as shown on the survey prepared by Ramzan Alli,Licensed Land Surveyor and last revised March 20,2024. BA91S OF APPLICATION: Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's January 29, 2024,Notice of Disapproval based on an application for a permit to obtain a Certificate of Occupancy for the demolition(per town code definition)and the construction of a new single family dwelling;at; 1) located less than the code required minimum front yard setback of 35 feet; 2) located less than the code required minimum side yard setback of 10 feet; located at: 5218 Peconic Bay Boulevard,(Adj.to Great Peconic Bay)Laurel, NY. SCTM No. 1000-128-2-22. Page 2,August 15,2024 #7928,Nappi SCTM No. 1000-128-2-22 RELIEF REQUESTED: The applicant requests variances for a demolition (as per town code) of the existing Nuildipg;1and)construction of a new dwelling (completed) which require the following variance relief, in order to `obtain a f nails Certifr a'teyof Occupancy,where a valid building permit exists,however,prior Zoning Board of Appeals S Relief(under file#6828)expired: i 1., A front.yard setback of 33.5 feet where a minimum of 35 feet is required. 2. `Side yard setback of 8.5 feet where a minimum of 10 feet is required. ;ADDITI0NALINFORMATION . The application currently has a valid building permit, #39850, and is seeking issuance of Certif cafe of Occupancy for work completed. Prior variance relief for this project,granted in ZBA file #6828, expired February 19, 2018. The applicant constructed the project to the approved plans, and now requires new variance relief to complete the Certificate of Occupancy, which, if the allowable three(3)consecutive one(1) year extension had been requested would have expired on February 19,2021. On November 15,2023,the applicant requested and was denied in extension:on the'prior determination, pursuant to Section 280-146(B)of the Southold Town Code, in a reply dated.Decerber 13, 2023:. In order achieve a Certificate of Occupancy,the applicant was instructed to apply for variance relief under a new application. The applicant provided architectural drawings,including si.vlan,riser diagrarn,:ex sting and proposed;floor"Iaris; and elevations prepared by Kevin Mark Paul,Registered.:Architect,labeled Ar1,thcougli A-5,RC-1 and A641:dated July 6,2015. Additionally,the applicant provided a copy.OfT6wn-of Southold,Board of Town Trustees,_Certificate. of Compliance #2115C, dated January 4, 2024, covering the proposed'vmrk under. Trustees permit#871:2,dated, December 16,2015,along with a copy of a Letter of No Jurisdietion;,.dated�.Januaty 9;2015�fi'orn:the NewYoi*State. Department.of Environmental:Conservation: Lastly, the applicant provided a copy of the `final' inspection by the Tdwh of Southold Building Department indicating.that the work performed is `OK' for Certificate of Occupancy, pending 5 items outlined, including Zoning Board of Appeals relief for the expired relief granted under file#6828, as Amended November 20,2015. No member of the public,or an immediate neighbor,spoke in favor of,or against,this application. _FINDINGS:.OF FAQT/'REASQN,&FOR BOARO ACTION:. The Zoning Board of Appeals held a public hearing on this application on August 1,2024 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 following facts to be true and relevant and makes the following findings: 1. Town Law$267-b(31(Ii)(il. Grant of.the variances;as requested,will not:produce:ari undesirable changoin,the character ofhe neighborhood or'a detriment-to riearby,propertt',e ;N©rrconformitig;front yard siad side yard setbacks of two-7story°d*olings:are.characteristic,of this waterfront:neighborhood. The dwellmg has existed in tliis:location since prior to zoning and the footprint will not change, as a result of the requested technical demolition. The `as built'residential structure,with non-conforming setbacks, is constructed as per building permit#39850. 2. Town Law.>r2G -b(3Nb1(Zl. The benefit sought by tlie:applicant..cannot be achieved_by some method-feasible for the applicant to pursue,other than area variances. The current building existsand:complies with buildiirg:penpit #39850,the dwelling pre-exists in its present non-conforming location,and proposed additions and alterations upon the pre-existing first floor and foundation require variance relief as a result of a`technical' demolition. 3. Town_'Law$267-8(3Nbl(31. The variance granted herein for a 33.5 feet front yard setback,where a minimum of 35 feet is required, is not matherrratically substantial, representing .1%relief from the code. The.variaiice granted herein fora single:side yard setback of 8.5 feet, where a rninimutri.side yard setback of 10 feet is required; is mathematically substantial,and represents a 15%relief from the code. However,the pre-existing dwelling is not � r a Page 3,August 15,2024 #7928,Nappi SCTM No. 1000-128-2-22, parallel to the;aide lot line which creates a nonconfor•�n ng single:5ida:yard setback to only a corner of:the,�4ding and this side yard setback increases along the side property dine to:a aonform..ng setback. 'In.support of;this application,there are other dwellings in this neighborhood -have.sitriilat and lesser:setbacks to the bulkhead: 4. ;T6*h iLa+iAfi2*67-6(3)(bl[4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the conditions of this Board. 5. Tdwn-Law-4267 bF Me,51. 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 of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6.Tavi!n:Lnw&2G'7=ti: Grant:of fhe.requested relief is Elie:minimurii:action.:rtesessary.andadequate to enable the applicant to enjoy ti e:!benelit of the recot�strur.4i n.of a single-farhily dive lI:ing viihile preserving.and protecting the character.:of111e,—eighborhood.and the.hdalth,safety and welfare::of thhe.community:.. ;RESOLUTION.&'fFt-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 Planamento, seconded by Member Acampora, and duly carried,to GRANT the variances as applied for,and shown on the Architectural Drawings, including Site Plan,riser diagram, existing and proposed floor plans, and elevations prepared by Kevin Mark Paul, Registered Architect, labeled A-1 through A-5,RC-1 and RC-2,dated July 6,2015. ,SUBJACT.TO THE FOLLOWTNGCO.D 1. The residential structure cannot be further expanded or enhanced with decking of any sort if it is nonconforming, without first obtaining Zoning Board of Appeals relief. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the ebovacondidens-be written into,the Building I,rspector's,,QiWfirirte of Occupancy;when.issued The Board reservestlte rigftt to sabslitude a similar.design Mat&de iWWinis.in ihdt�e for:an alteration that does not increase the degree of nonconformity. IMPOATAI•T LINMS ON THE'APP3+E0_MA_L(S).;GRANTED HEB I1•T Please Read.Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision,pr work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a buiddingpermit and/or the issuance of a Stop Work Order,and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)grantedherein as shown on the architectural drawings,siteplan and/or survey cited above,such as alterations,extensions,demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. Page 4,August 15,2024 #7928,Nappi SCTM No. 1000-128-2-22 'TAME LPAT- S:ON THIS APPROVAL: Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1) year.terms..IT, IS 1wPROPERTY-OWNER'S:RESPONSIBTI:ITYTO.ENSURR�COWLIANCE..Wff.H. THE"CODRRE ; UIRED MM FRA,ME.DESCRIBED HEREIN Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes:Members Weisman(Chairperson),Dantes,Planamento,Acampora and Lehnert.(5-0) Leslie Kanes Weisman,Chairperson, Approved for filing / /6 /2024 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ti0��4f SOUT�olo 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes scic Office Location: Gerard_P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning �� 54375 Main Road(at Youngs Avenue) Kenneth'Schneider I�COUNri Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD I I� NOV 3 0 2015 � I Tel. (631)765-1809•Fax(631)765-9064 L.� I FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 19,2015 MEETING NOVEMBER 19,2015 (AMENDED DETERMINATION) ZBA FILE: 6828 Amended NAME OF APPLICANT: Rick Nappi SCTM#1000-128-2-22 PROPERTY LOCATION: 5218 Peconic Bay Boulevard (adj. to Great Peconic Bay)Laurel,NY. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 29, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 28, 2015. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is a non-conforming 10,890 sq. ft. lot in the R40 Zone District. It is improved with single family dwelling, accessory shed and is bulk-headed. It is accessed from a 15 foot right of way off the south side of Great Peconic Bay Boulevard, it has 88.79 feet on the north property line, 147.93 feet on the east property line, 103.79 feet on Great Peconic Bay and 178.31 feet on the west property line as shown on the survey dated June 19, 2014 prepared by Wallace T. Bryan, LLS. BASIS OF APPLICATION: - Request for Variances from Article XXIII Section 280-124 and Article XXII Section 280-116B and the Building Inspector's December 3, 2014,Notice of Disapproval based on an application for building permit for additions and alterations to a pre-existing non-conforming single family dwelling, at; 1) less than the code required front yard setback of 35 feet, 2) less than the code required minimum single side yard setback of 10 feet, 3) less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant proposes to build a second floor addition and make alterations to the existing first floor of the pre-existing single family dwelling, requiring variances for; 1.) a front yard setback of 33.5 feet where the code requires a minimum of 35 feet, 2.) a single side yard setback of 8.5 feet where the code requires a minimum of 10 feet and, 3.) a 55 foot bulkhead setback where the code requires a minimum of 75 feet. Page 2 of 4—November 19,2015 ZBA#6828—Nappi SCTM#1000-128-2-22 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 5, 2015 and on November 5, 2015 to hear the amended and renewed application, 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 following facts to be true and relevant and makes the following findings: 1. _Town Law i 267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Nonconforming bulkhead, front yard and side yard setbacks of one and two story dwellings are characteristic of this neighborhood. The dwelling has existed in its location since prior to zoning and the footprint will not change. 2. _Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than area variances. The dwelling pre-exists in its present non-conforming location and proposed additions and alterations upon the pre-existing first floor and foundation will require variance relief. 3. Town Law V67-b(3)(b)(3). The variance granted herein for a 33.5 foot front yard setback is not mathematically substantial,representing 4% relief from the code. The variance granted herein for a single side yard setback of 8.5 feet is mathematically substantial, representing 15%relief from the code. However, the pre-existing dwelling is not parallel to the subject side property line which creates a nonconforming single side yard setback to only a corner of the dwelling and this side yard setback increases along the side property line to a conforming setback. The variance granted herein for a bulkhead setback of 55+/- feet is mathematically substantial, representing 27% relief from the code. However, there are other dwellings in this neighborhood that have similar and lesser setbacks to the bulkhead. 4. Town Law V67-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law V67-b(3)(b)(5). 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 of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law V67-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing additions and alterations to a single family dwelling upon the pre- existing foundation, 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 Schneider, seconded by Member Dantes , and duly carried, to GRANT, the variances as applied for, and as shown on the Survey of Property prepared by Wallace T. Bryan, L.S., dated June 19,2014 and the architectural drawings prepared by LPA Architects, LLP, dated Nov. 10,2014. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Page 3 of 4—November 19,2015 ZBA#6828—Nappi SCTM#1000-128-2-22 Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, 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 future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are 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 of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk, within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. Vote of the Board: Ayes:Members Weisman(Chairperson), Schneider, Dantes. (Absent was:Members Horning and Goehringer) This Resolution was duly adopted(3-0). (Signed, adopted and filed under Original Decision) Leslie Kanes Weisman, Chairperson Approved for filing / /2015 AMENDED DETERMINATION• ZBA FILE: 6828 Reopened and Amended NAME OF APPLICANT: Rick Nappi SCTM#1000-128-2-22 PROPERTY LOCATION: 5218 Peconic Bay Boulevard (adj. to Great Peconic Bay)Laurel,NY. BASIS OF APPLICATION: Re-Opened by Board Resolution-Request for Variances from Article XXIII Section 280-124 and Article XXII Section 280-116B and the Building Inspector's December 3, 2014, AMENDED September 22, 2015 Notice of Disapproval based on an application for building permit for additions any alterations to Demolition of existing single family dwelling and construction of a new single family dwelling, at; 1) less than the code required front yard setback of 35 feet, 2) less than the code required minimum single side yard setback of 10 feet, 3) less than the code required bulkhead setback of 75 feet. RELIEF REOUESTED: The applicant proposes to demolish the pre-existing single family dwelling down to the pre-existing first floor platform decking and construct a new single family dwelling upon the pre-existing foundation, requiring variances for; 1.) a front yard setback of 33.5 feet where the code requires a minimum of 35 feet, 2.) a single side yard setback of 8.5 feet where the code requires a minimum of 10 feet and, 3.) a 55 foot bulkhead setback where the code requires a minimum of 75 feet. FINDINGS OF FACT/REASONS FOR BOARD ACTION• The Zoning Board of Appeals held a public hearing on this application on November 5, 2015 to hear the amended and renewed application, 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 following facts to be true and relevant and makes the following findings: Page 4 of 4—November 19,2015 ZBA#6828—Nappi SCTM#1000-128-2-22 1. The agent for the applicant stated at the public hearing that during the construction of additions and alterations, the builder found that the pre-existing exterior walls had extensive termite and water damage which required their complete removal. Consequently, this added sufficiently to the amount of structure removed from the original dwelling to require the Building Department to determine the construction to be a demolition. 2. The Building Department placed a stop work order on the project because it exceeded the scope of the variance relief granted for additions and alterations and issued an amended notice of Disapproval on September 22, 2015. 3. A letter dated November 9, 2015 from the applicant's builder confirmed that due to the extensive damage from termites and water in the pre-existing non-conforming dwelling, it is his professional and expert opinion that the first floor walls had to be rebuilt in order to hold the new second floor addition. 4. The new dwelling has been constructed on the pre-existing non-conforming foundation using the same architectural plans and setbacks as in the relief previously granted in this Appeal 46828 dated February 19, 2015. 5. The applicant's agent testified that the subject waterfront property is such that there is no location where a new dwelling could be built without requiring some variance(s). 6. The Board reviewed evidence that the existing structures, dwelling and boat house on the subject property are pre-existing. 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 Schneider, seconded by Member Goehringer, and duly carried, to GRANT, the variances as applied for, and as shown on the Survey of Property prepared by Wallace T. Bryan, L.S., dated June 19, 2014 and the architectural drawings prepared by LPA Architects, LLP, dated Nov. 10,2014. Vote of the Board.- Ayes: Members Weisman (Chairperson), Horning, Dantes, Schneider, Goehringer. This Reso tion was duly adopted (5-0). eslie Karies Weisman, Chairperson Approved for filing f� / c,-)3 /2015 ,J BOARD MEMBERS OF sot j Southold Town Hall -Leslie Kanes Weisman,Chairperson ®�� pl 53095 Main Road•P.O.Box 1179 h O Southold,NY 11971-0959 Eric Dantescic Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Horning �O A �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider CD�NVI Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS-- n ; TOWN OF SOUTHOLD `� f`= -Tel.(631)765-1809 Fax(631)765 9064, 1' I FEB 2 4 2015 FINDINGS,DELIBERATIONS AND DETE A ION MEETING OF FEBRUARY 19 2015 ZBA FILE: 6828 ' NAME OF APPLICANT:Rick Nappi SCTM#1000-128-2-22 PROPERTY LOCATION: 5218 Peconic Bay Boulevard(adj.to Great Peconic Bay)Laurel,NY. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and,determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 29, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 28, 2015. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records. available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: Subject property is a non-conforming 10,890 sq. ft. lot in the R40 Zone District. It is improved with single family dwelling, accessory shed and is bulk-headed. It is accessed from a 15 foot right of way off the south side of Great Peconic Bay Boulevard, it has 88.79 feet on the north property line, 147.93 feet on the east property line, 103.79 feet on Great Peconic Bay and 178.31 feet on the west property line as shown on the survey dated June 19,20.14 prepared by Wallace T.Bryan LLS. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and Article XXII Section 280-116B and the Building Inspector's December 3, 2014 Notice of Disapproval based on an application for building permit for additions and alterations to existing single family dwelling, at; 1) less than the code required front yard setback of 35 feet, 2)less than the code required minimum single side yard setback of 10 feet,3)less than the code required bulkhead setback of 75 feet. RELIEF REQUESTED: The applicant proposes to construct additions and alterations to a pre-existing dwelling requiring variances for; 1.) a front yard setback of 33.5 feet where the code requires a minimum of 35 feet, 2.) a single side yard setback of 8.5 feet where the code requires a minimum of 10 feet and, 3.) a 55 foot bulkhead setback where the code requires a minimum of 75 feet. ADDITIONAL INFORMATION: The Board reviewed evidence that the existing dwelling and boat house are pre- existing. Page 2 of 3—February 19,2015 ZBA#6828—Nappi SCTM#1000-128-2-22 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 5,2015,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 following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties.Nonconforming bulkhead, front yard and side yard setbacks of one and two story dwellings are characteristic of this neighborhood. The dwelling has existed in its location since prior to zoning and the footprint will not change. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The dwelling pre-exists in its present non-conforming location and any proposed additions and alterations will require variance relief. 3. Town Law 4267-b(3)(b)(3). The variance granted herein for a 33.5 foot front yard setback is not mathematically substantial,representing 4%relief from the code.The variance granted herein for a single side yard setback of 8.5 feet is mathematically substantial,representing 15%relief from the code. However,the pre-existing dwelling is not parallel to the subject side property line which creates a nonconforming single side yard setback to only a corner of the dwelling and this side yard setback increases along the side property line to a conforming setback. The variance granted herein for a bulkhead setback of 55+/- feet is mathematically substantial, representing 27% relief from the code. However, there are other dwellings in this neighborhood that have similar and lesser setbacks to the bulkhead. 4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). 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 of the parcel under the Zoning Code in effect prior to or at the time 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 constructing additions and alterations to a pre-existing single family dwelling, 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 Schneider, seconded by Member Dantes, and duly carried,to GRANT,the variances as applied for, and as shown on the Survey of Property prepared by Wallace T.Bryan,L.S., dated June 19,2014 and the architectural drawings prepared by LPA Architects,LLP,dated Nov. 10, 2014. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, 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 future use, setback or other d ' Page 3 of 3-February 19,2015 ZBA#68?-8-Nappi 'SCTM#!1000-128-2-22 feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are 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 of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board.• Ayes:Members Weisman(Chairperson), Schneider, Dantes. (Absent was:Members Horning and Goehringer) This Resolution was duly adopted(3-0). —YJ'6� &-"'a - Leslie Kanes Weisman, Chairperson Approved for filing /7 /2015 'oo'so M U BOARD OF SOUTHOLD TOWN TRUSTEES N SOUTHOLD,NEW YORK PERMI T NO. 8593 DATE: APRIL 22, 2015 I ISSUED TO: RICK NAPPI , PROPERTY ADDRESS: 5218,GREAT PECONIC BAY.BOULE-VARDi.LAUREL Y. SCTM# 128-2-22 Mf -AVTAOR1z0' ION -W Pursuant I to", e provisions of Chapter,, 41-4)1 4S 27�*bf,I�P-T`96n,d6ae`of the T.()" ou 0 accorda'ncewith'the Resolution of thb'136;M'of Trustees adopted on April 22.2015,and in consideration of application fee in the sum of$250.00 paid.by -heA a'w'WhW6fDavid`JudeJ ude'14`6"n u zzi and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes-'and,permits,the-folici�ving: - Wetland Permit to replace'no.m.or.e..th:an�'50."P/o' 0 in order to construct a second-slory addition with deck all within the footprint; .. i .; 1 - " , (;,,:1. remove t iin" c `Wls6 fio�* -,Ou, add (2)em exig g6ncre op from theast corner of dwelling; cellar windows airways to-south side.qf dwelling;with the condition to install gutters to leadersjo dr yw ells; and.to install silt fencing landward: f,� e,M#�sqpr -- - ;.. . install " ,y—A4, o h e,4,ftqm side, yard to side yard; and as.depicted on the siteplan,,p - s,LLP,Tippared:b A OAr hiftqt last dated May 6,2015, and stamped approved on May 20,2015. IN,WITNE§,;�..WHERJ[30F,,the,said Board of Trust-ees,herebycausesifts Corporate Sealjo-be affixed, and these prespnts,to,be subscribed;by majority of the,said B.pard,as,ofthis date.,, Iiiolf Fat cc 41 Al X i O U Town Hsltt Annex�a,,�„ � � ; Glenn Goldsmith,President `� F S� ry 54375 R.oute�26' °! �� A.Nicholas Krupski,Vice President P.O.136A179 --: Eric Sepenoski Southold,New York 11971 I Liz Gillooly G Telephone(631)765-1992 Elizabeth Peeples '�►iO i0 Fax(631)'LC ;�6641 `�OOUNTI,�� ( BOARD OF TOWN TRUSTEES i TOWN OF SOUTHOLD 1 i CERTIFICATE OF COMPLIANCE #2115 Date. 3anuary 4,2024 THIS CERTIFIES that the demolition of existing dwelling with foundation to remain-, i construct a two sto (1 140s4 ft first floor. 786 25sq ft second flood dwelling with a 110.5sg8..second ry story deck onto foundation remove and reconstruct concrete stoop on southeast corner rs dwelling,add two(2)cellar windows airways to south side of foundation; and install gutters to leaders to drywells to contain runoff; At 5218 Great Peconic Bay Blvd.Laurel Suffolk County Tax Map#1000-128-2-22 Conforms to the application for a Trustees Permit heretofore filed in this % office Dated September 2, 2015 pursuant to which Trustees Wetland Permit#8712 Dated December 16, 2015,was issued and conforms to all of the i f requirements and conditions of the applicable provisions of law. The proec f I for which this certificate is being issued is for the demolition of existin dwellin wth first floor, 786-2'5s11:]J ft. second floor)dwelling foundation to remain construct a two-sto 1 140s remove and reconstruct concrete stoo on southeast with a 110.Ss .ft. second sto deck onto foundation corner of dwelling: add two 2 cellar windows airwa s to south side of foundation• and install tiers to leaders to drywells to contain runoff. The certificate is issued to Rick Nappi owner of the aforesaid property. 4AAmut4horitSignature i i i I New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 50 Circle Road, SUNY @ Stony Brook, Stony Brook, NY 11790-3409 Phone: (631)444-0365 - Fax: (631)444-0360 - Website: www,dec,tiy.gov LETTER OF NO JURISDICTION January 9, 2015 Mr. Rick Nappi FP 5 Hamilton Place h Lake Grove, NY 11755 I [ MAR .2 7 2015 I Re: Application #1-4738-04381/00001 L 5218 Pe`-conic Bay Boulevard,.-Laurel Ef DG. DEPi—�� SCTM#1000-128-2-22 ro: . V soutHoLo Dear Mr. Nappi: Based on the information you submitted the Department-of Environmental Conservation has determined that the existing bulkhead is functional, more than 100 feet in length and was constructed before August 20 1977, as shown on TW IR258. Therefore, the property landward of the bulkhead is beyond Tidal Wetlands Act (Article 25) jurisdiction and no permit is required for work landward of this structure. Be advised, no construction, sedimentation, or disturbance of any, kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) .or.erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, /arkCarrara Permit Administrator cc: D. Jannuzzi BOH-TW File . OF S�jjyo Town Hd Annex ~ 54875 Main Road Telephone(631)765-1802 P.Q.Box 1179 d' Southold,NY 119714959 < roger rtchert� n�sou 10 n us BURRING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: . Company Name: r t4 n Rafe: 'g 2 Name: S n e. License No.: 3'j 2O- k5 Address: L/ L4' y) �t�► � � � �r7'ZtGe !U 1 `�S� . . Phone No.: j' JOBSITE INFORMATION: (*Indicates required information *Name: Q ) *Address: 521 e coni G 'F3.ly�Q N 1 *Cross Street: a,•., 13L 1 q �{ *Phone No.: �I(� _ 313_4 2 7 3 1 ase X. 5 67 9 3 b'7 Permit No.: � 0 Tax-Map District: 1000 Section: I_ 2 g _ Block: .2 Lot: a *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ��wr r� 2 S-I-o►�.� ��s-e ,r.. Le to care 266 �9exVi U . Need (Please Circle All That Apply) dxu_46 Grv1Cp— *Is job ready for inspection: YES NO. Rough In Final *Do•you need a Temp Certificate: ES/ NO Temp Information Qf.needed) `Service Size: 1 Phase 3Phase 100 150 Z00 300 350 400 Other 'New Service: Re-wnnect Underground Number of Meters Change of Service Overhead 4ddltionai Information: _PAYMENT DUE WITH APPLICATION - �3CJr'2.G�-� • f 8244equed for lnspecOon Form lll� Scott A. Russell 619S"FFQ`r�G STtO R IMM[WAT]EIK- sup sox Q MAC A.,G]EMJEI T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 col Town of Southold. CHAPTER 236 o STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) 'I DOES THIS PROJECT HWOL`E AL'qy OF 'I:'HE l~OLLO O: I Yes No (CHECK ALL THAT APPLY) I � i A. Clearing, rubbin , grading or stripping of land which affects more gg gg g Pp g than 5,000 square feet of ground surface. I t ❑ R. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑� C. Site preparation on slopes which exceed 10 feet vertical rise to j (f 100 feet of horizontal distance. fk ® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. I E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. pp I I� F. Installation of new or resurfaced impervious surfaces of 1,000 square ! ; ffeet or more, unless prior approval of a Stormwater Management +i 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 St County Tax Map Number! Chapter 236 does not apply to your project. �C 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. �. Dater APPLICANT: (Property Ome Design Professional.Agent.Contractor,Other) ! S.C.T.M. I�00 NAME: HEV I N M• PAUL Vy !i(� Imo Section Block Lot' U ko I ---—_ _— -- --- -- -....----_ _—- -- r�N FOR BUILDING DEPARTMENT USE ONLY Contact Information11 I ?rlcpMrc Yumbrrl + �VJ t — — — — — — — — — — — — — — — — — — Reviewed By: ' I I ' — — — — —Date: Property Address/Location of Construction Work: — — — — — — — _ — � y j Approved for processing Building Permit. — Stormwater Management Control Plan Not Required. i I ElStormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) .......... - ---_---- .____-- -..._.. - ----- FORM � SMCP-TOS MAY 2014 November 15, 2023 f l To Whom It May Concern at the Southold Zoning Board: My Name is Rick Nappi and I am the owner of the property at 5218 Peconic Bay Blvd, Laurel. In 2015 1 was given a zoning permit in order to obtain my CO. I'm writing to you today to request an extension because it has expired. Unfortunately I've had a series of medical issues including two hip replacements,two knee replacements, covid, as well as many other health related issues. In addition to that, during this time, my business took a huge set back. And I had to put whatever time and energy in to make sure I didn't lose my business. I'm just getting back on my feet now and am ready to do whatever I can to obtain my CO. Thank you for your understanding and consideration. Please feel free to contact me with any•questions as well as what I need to do to complete the process. Sincerely, Rick Nappi 516-398-9744 �•c lC � � �5� a5��-I�.evw` �P�P Southold Town Building Department ��O�SI1FFOj�,oGs P.O.Box 1179 Permit#: 39850 53095 Main Rd .:� Southold,New York 11971 . Permit Date: 6/5/2015 �y�► �o� (631)765-1802 Expiration Date: 12/4/2016 Parcel ID: 128.-2-22 BUILDING PERMIT RENEWAL LETTER Dated: 6/5/2018 Applicant: Nappi, Rick&Nappi, Melissa Location: 5218 Great Peconic Bay Blvd, Laurel Work Description: ADDITION/ALTERATION Additions and alterations to an existing single family dwelling as applied for per Trustees,ZBA and DEC Non-Jurisdiction letter. A FEE OF $482.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Nappi,Rick&Nappi,Melissa Address: 5 Hamilton PI Lake Grove,NY 11755 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Southold Town Building Department SUEFaI�-�, P.O.Box 1179 Permit#: 39850 53095 Main Rd o _ ?� Southold,New York 11971 Permit Date: 6/5/2015 (631)76571802 Expiration Date: 12/4/2016 Parcel ID: 128:2-22 BUILDING PERMIT RENEWAL LETTER Dated: 1/30/2019 Applicant: Nappi,Rick&Nappi,Melissa Location: 5218 Great Peconic Bay Blvd,Laurel Work Description: ADDITION/ALTERATION Additions and alterations to an existing single family dwelling as applied for per Trustees,ZBA and DEC Non-Jurisdiction letter. A FEE OF $482.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Nappi,Rick&Nappi,Melissa Address: 5 Hamilton PI Lake Grove,NY 11755 The permit listed above has expired.No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. ACC) CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD","Y) 05/15/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Dawn Saviano NAME: AssuredPartners Northeast,LLC. PHONE (631)465-4000 FAX (631)465 4005 AIC No Ext: A/C,No 100 Baylis Road E-MAIL dawn.saviano@assuredpartners.com ADDRESS: Suite 300 INSURER(S)AFFORDING COVERAGE NAIC# Melville NY 11747 INSURERA: Evanston Insurance Co. 35378 INSURED INSURERB: Merchants Mutual Insurance Company 23329 G.B:Construction and Development Inc. INSURERC: Princeton Excess&Surplus Lines Insurance Co .10786 870-1 Marconi Avenue INSURER D: INSURER E: Ronkonkoma NY 11779 INSURER F: COVERAGES CERTIFICATE NUMBER: 2023-2024 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS"SUBJECTTO ALL THE TERMS', EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR AUULbUdK POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD MM/DD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ .1,000,000 CLAIMS-MADE � OCCUR PREMISES Ea occurrence $DAMAGE TO RENTED 300,000 X Contractual Liability MED EXP(Any one person) $ '0 A Y MKLV1PBC003344 04/14/2023 04/14/2024 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERALAGGREGATE $ 2,000,000 POLICY-❑X PRO 2,000,000 JECT LOC PRODUCTS $ OTHER: Employee Benefits $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ B OWNED SCHEDULED CAP1081667 04/14/2023 04/14/2024' BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ X UMBRELLA LIAR X1 OCCUR EACH OCCURRENCE $ 5,000,000 C EXCESS LIAB CLAIMS-MADE 60A3UB000048601 04/14/2023 04/14/2024 AGGREGATE $ 5,000,000 DED RETENTION.$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE. $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) Certificate holder is included as an additional insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold Town Hall Annex Building ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 AUTHORIZED REPRESENTATIVE PO Box 1179 Southold NY 11971 @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NY$ I F New York State Insurance Fund PO Box 66699,Albany,NY 12206 npif.com' - CERTIFICATE.OF WORKERS' COMPENSATION INSURANCE 11 AAA AA 113311814 ' COTGREAVE INSURANCE AGENCY INC 558 PORTION ROAD . RONKONKOMA NY 11779 SCAN TO VALIDATE AND SUBSCRIBE " POLICYHOLDER CERTIFICATE HOLDER GB CONSTRUCTION&DEVELOPMENT INC -TOWN OF SOUTHOLD BUILDING DEPT. 870-1 MARCONI AVE TOWN HALL ANNEX . RONKONKOMIA NY 11779 54375 MAIN ROAD, P.O..BOX 1179 SOUTHOLD, NY 11971-0959 POLICY NUMBER . CERTIFICATE NUMBER POLICY PERIOD- DATE I i 286 948-3 90706 12/10/2023 TO 12/10/2024' . 1 .12-/29/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH .THE NEW YORK STATE INSURANCE FUND UNDER POLICY .NO. 1286 948-3, COVERING THE ENTIRE OBLIGATION OF. .THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK 'WORKERS' COMPENSATION LAW .WITH RESPECT .TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT-TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF.CANCELLATIONS, OR TO VALIDATE THIS.CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/NV.WW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND .IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. GB CONSTRUCTION&DEVELOPMENT INC GARY J BECHHOFF JOANNE C BECHHOFF THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE : CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 72265506 I I_�iF ov�E� Pao PEGS r ��P I I t;. 1 0 . ojJ . I 3 Sn I I J1 0 OONS fI z o Of O I g vo NOY4 OR f ORM ""O wh ENCF , �ui WL _I 6QE,S O 4i N W _ 2; Q I 15 � c°�cs�°°Q � m . ?� �a GON�FlDE�cF, ! 1 3 o,n 0 I gFNP' Ig5 1 n o 8.5' FE.1.4'W S'A F, P yv I o ZO 'O. (L�c.o ry�6 J Z O z I O O J a LL Z 04 V r W O a Ia as M IL = I In c2 1 O = a o 3 K, TAX LOT 22 o � z , o V) o = � Z I J O M M o � Q � OFcF I y\0 �6��`o y�0°�kOQS s � O� eI•PSS�c�O 1 'N° 1 �Oo J 0 o� O 1- Go �� . THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, ANY ALTERATION DR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, NO OFFICIAL OF THIS STATE, OR OF ANY CITY, COUNTY, TOWN OR VILLAGE THEREIN, CHARGED WITH THE ENFORCEMENT OF LAWS, ORDINANCES OR REGULATIONS SHALL ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED, CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SUFFOLK COUNTY TAX MAP DIST: 1000 SECT: 128 BLK: 2• LOT: 22 H �y p, MAP NO: DATE: Wallace T Bryan ()F B�� F LOT(S) Licensed Land Surveyor ��'' 0 MAP OF: DESCRIBED PROPERTY MAINTAINING THE RECORDS OF CO BURTON, BEHRENDT Sc SMITH ; } LOCATION: LAUREL "tip TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, STATE OF NEW YORK 559 Middle Road. ' } '�''''�F' Bayport, New York 11705 SURVEYED: JUNE 19, 2014 ► 0500� � CERTIFIED TO: RICK NAPPI (631)472-1770 LA -FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK SAFE HARBOR TITLE AGENCY, LTD. TITLE # SH 1 45897 Fax 472-1171 SCALE: 1 "=30' FILE NO: 1 4-223 I qilf- 00 OOn o Y Or i f j 09 I J • I o� N��N i. 1 3 y I � V• I FE.6°E3'S i ro v O i M 0001 I �f a i Cs�ooe t R m 0 O I w C i :Ap P P n a w I �I o 1 fa*- ot..,�-..4_"1r' _.L FEI.41 o G yv I O 2 z I o Ad o ��(� O05 o01 Ad a J a n yO� O y M o { s I 11) = I ri In i o O TAX LOT _D z z I o Co I ' M In I R 0 o 1C i N >>b� 6 CEP i 1 I I ` II ff i THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF' ANY, NOT SHOWN ARE NOT GUARANTEED. i i THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO OFFICIAL OF i THIS STATE, OR OF ANY CITY, COUNTY, TOWN OR VILLAGE THEREIN, CHARGED WITH THE ENFORCEMENT OF LAWS, ORDINANCES OR REGULATIONS SHALL ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE'ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SUFFOLK COUNTY TAX MAP DIST: 1000 SECT: 128 8LK:. 2 LOT: 22 pp �//� I 1 MAP NO: DATE: Wallace 'Mace T. Bryan I LOT S Licensed Land SCurpey®r �`� �� T 6J, 1• � MAP OF: DESCRIBED PROPERTY MAINTAINING THE RECORDS OF I tfj j BURTON, DEHRENDT Qc SMITH LOCATION: LAUREL I 'I dTO ''"a >' 1' D :fi .r.:7,� �I COUNTY OF SOUTHOLD, COUNT OF SUFFOLK, STATE OF NEW YORK 559 Middle Road`Baypopt, New York 11705 7 p50,)A a SURVEYED: .JUNE 19, 2014 I 1 i i, CERTIFIED TO: RICK NAPPI (631)472-1770 LA FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK _ SAFE HARBOR TITLE AGENCY, LTD. TITLE # SHIA-5897 � Fax 472-1771 SCALE: 1 "=30' FILE NO: 1 4•-223 � A m m £ a ' = 3 r9 Z _ ---I ''l 0 o LAND NOW OR FORMERLY OF CONGDON m n o b UTILITY ty FE.0.3'E 3' HIGH POST & RAIL FENCE POLE FE.1.1V 402.00' 9 'i SHO.3.0'E N 170 5 5'3 0"W -o Z O °� 178.31 sm a �i� ° Sys �' a �c� `��,�� y -➢' coo we N°° z O s p a P�� ., x� sCorJ�9p O 0 ci ^ �'9�n Epp N� �• Rod � � ` ' - O �p j — - - - - - - — - - - - _ cp _ r YCE 15� WIDE R HIGH POST & RAIL FENCE -0 -yyA �G �9 FLAG!POLE A5 DESCRIBED IN USER 4481 DIRT DRIVEWAY15 WIDE RIGHT-OF-WAY fE.0.3'W A 515 AND LIBER 5829 P. 541 y1Q' J'o UTILITY S 17'S5'30"E 3' HIGH POST & RAIL FENCE 147.93' t' � 4 FE2.I'E 5.5'S LAND NOW OR FORMERLY OF PATTERSON ON?r� m Aar A ' a ' _ rc N ��D I i i z Sheet Notes: 0 I Ol� ❑ i c4sri M +I 11 4 Hai4 - - — s I mw v1-1— j z VIE — m �n0-Ar1- M fr . �� 20x21 i 1 / I Ua1G vall UP i -0. w � --- ri \I I I 14 luau ". i I jr- 19'NIOE Wct1f•oF•WoY I..+ Revisions: woo W" T�—�pa�•A-Nye.} � M•�frS�P�'� j (�2�Tt-� ro:.�,.,�a � �,,,ma�.�..® 3 wt4W�i ° Ibx( 7 I td 7� Proposed Addition/Alteration j J Nap i Resi ence 4-0 k4 a 5218 Peconic Bay Boulevard 6 Wl i N Laurel,New York 11948 - LPA Architects LLP i ARCHITECTURE PLANNING - �=5 � � � - � C..C�� 1L/L u�• —� ww.lpa-plans.com iNV- kJCkT Gt'YM.Ih._al.bl`1,1¢ en Ij�13 Le,,.nen Pw Assoeme:.Ad—uP ]I Gree Awns $aavB6,NY 762 Tds 631 599 2914 Fact:631 589 6935 i•'0 Ipa-Plans-wm r "'NOV 10 2014 4'O' 25'•0• Project Dace: SEP 2014 lit sa e Ce�a 1' IuIL %-- I N AS NOTED n ,v 7713 th 14028 EAP roc: a,ek NAPPI IU1P o Sheet Notes: ori i` co w s 0 ❑ rw r Z ® *; Lit i Aa-V-6T-�{ 9VQ0.Y rX,I g g N a Revisions: ® �;\ Proposed Addition/Alteration Nappi ❑ 0❑ Residence All 5218 Peconic Bay Boulevard Laurel,New York 11948 LPA Architects LLP ARCHITECTURE PLANNING w Ipa-plans.com lasmen Pwl As cina•A ddedt LP 21 Gn*YA— $ry dk.NY 11782 Ta 631 989 2914 Fm 631 589 6935 �•"'•� Ite•Wsa.mn -:-LE - . � 1NNmOWR`D Alm+nw A N0.AnP1 OP Issue Dale:Y NOV 10 2014 1 Projeo 13O: I I II — 11 SEP 2014 1 r=-il. I Scan: AS NOTED 14028 EAP Id+: Qedc NAPPI KMP G pEC o Residential Code of New York State 2010 Generals specifications `� e N I C B A Y Sheet Notes: B vD UClimatic & Geographic Design Criteria table R3 01 .2 (1) CONCRETE WORK (R4o2-R4o�) I• ALL CONCRETE WORK SHALL COMPLY WITH THE SPECIFICATIONS AND THE FOLLOWING STANDARDS gyp" Site data. Ground Wind Seismic Subject to damage Ice shield Flood from: Winter Air EXCEPT WHERE MORE STRINGENT REQUIREMENT'S S f- snow design design Freezing FfOWN OR SPECIFIED SHALL GOVERN, z load Speed(mph) Cat. weathering frost termite decay temp. req d hazard Index AGI 501 "SPECIFICATIONS FOR 5TRUGTURAL CONCRETE FOR BUILDIN65" LATEST REVISION. TOWN OF SOUTHOLD 'HD' RESIDENCE U 45 130 G SEVERE 36 M-H II YE5 Ig84-IgQB AGI 302 "bUIDE FOR CONCRETE FLOOR AND SLAB GONSTRIJGTION" 5CTM # 1000-128-02-22 H 50'.¢t�0" E PRINCIPLE BLDG LATE5T REVISION. 88,1q� Use & occupancyclassification. SINGLE FAMILY RESIDENTIAL AGI 511 "RECOMMENDED PRACTICE FOR CONCRETE INSPECTION" GONSTRUGTION CLASSIFICATION TYPE V-B LATEST REVISION. 35 FRONT Typical code requirements: AGI 915 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" 35' REAR ❑ LATEST REVISION. -z 15' SIDE (MIN) 30' SIDE (TOTAL) L INTERIOR AND EXTERIOR 1!VAL_L COVERINGS ARE TO BE INSTALLED IN ACCORDANCE WITH SECTIONS AGI 941 'RECOMMENDED PRACTICE FOR CONCRETE FORMWORK" r �� 1 5' HEIGHT R?02.1, R7102.8 AND TABLE '102.3,5 AND '103.4 (SEE RG-I) LATEST REVISION. 37 -ALL INSULATION TO BE INSTALLED AS PER AND MEET THE REQUIREMENTS OF SECTION R520 CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD -ALL INTERIOR FINISHES SHALL BE FIRE RATED AS PER SECTION R520 PRACTICE" LATEST REVISION. � AGI 505, 506 "MIXING AND PLAGIN6 OF CONCRETE DURING HOT AND SITE AREA 13,486 5F LU -ALIGN ALL RAFTERS OVER STUDS GOLD WEATHER" LATEST REVI510N, n° EXISTING LOT COVERAGE: • •••••..••••••••• ••Q.495 -ALL WALL FRAMING TO COMPLY WITH R602.10 THROUGH R6O2.10.10 v� 2. BASEMENT, FOUNDATION, EXTERIOR WALLS d OTHER VERTICAL CONCRETE SHALL HAVE A CCI, 551VE HOUSE 1,140 SF -ALL NEW WINDOWS d DOORS TO HAVE A MIN. DP RATING OF 30 A5 PER SEC. R301.1 2.) S TABLE R3012 STRENGTH OF 8000 P51 0 28 DAYS. PORCHES, CARPORTS d GARAGE CONCRETE SLABS SHALL N A,VE I I' 1 y 1 SHED• •••• • • • ••• • 195 5F -PROVIDE FOR BLOCKING A5 PER SECTION R602.8 A COMPRESSIVE STRENGTH OF 3500 P51 a 26 DAYS. CONCRETE SHALL BE AIR ENTRAINED, :;�/ � TOTAL AIR CONTENT(% BY VOL. OF GONGJ SHALL NOT BE LESS THAN 5% OR MORE THAN 1 5� �, I TOTAL 1335 5F -ALL EXTERIOR WALLS TO BE SHEAR HALLS IN ACCORDANCE WITH WFGM 3.4.4.2 AND TABLE 3.11 Ad B MATERIALS L15ED TO PROVIDE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE c1ROP 2ND FLC--'Z , -ALL NEW PLUMBfNb FIXTURES TO f 3E IN ACCORDANCE W/SECTION R301 d FIGURE R3012 APPLICABLE STANDARDS LISTED IN AGI 516 OR A5TM C 1151. (R4020) ADDITION z 5. ALL WELDED WIRE FABRIC REINFORCEMENT SHALL CONFORM TO ASTM Ale6, LATEST REVISIC`%. � Loads table R301 .5 Deflection table R301 .7 4. ALL FOOTINGS AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL HAYING A MINIMUM FEARING Q)�� CAPACITY OF 2000 POUNDS PER 5QUARE FOOT IN ANY WAY TO ANY PROPOSED STRUCTURE. IF r m USE DEAD LOAD LIVE LOAD STRUCTURAL MEMBER ALLOWABLE DETERMINED BY THE ARCHITECT,THE ACTUAL SOIL BEARING SETTLEMENT CHARACTERISTICS SHALL BE PROF 2ND F:GGR DEFLECTION ASSESSED BY A QUALIFIED 501LS TEST LABORATORY AND &EOT'ECHNICAL ENGINEER. THE OWNER SHALL ROOF DECK BEAR THE EXPENSE OF TE5TIN&. ROOFS 12 PSF 45 PSF RAFTERS HAVING SLOPES GREATER L/160 THAN 3/12 W/ NO FINISHED CEILING `_ `�-•�� 3, ��`p,i�rn� FLOORS (SLEEPING) ATTACHED TO RAFTER5 MASONRY WORK (R404)12 PSF 30 P5F INTERIOR WALLS Q PARTITIONS H/180 I. ALL MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF AGI 530 / ASGES / TM5 402 f FLOORS (NON-SLEEPING) 12 P5F 40 PSF FLOOR d PLASTERED CEILINGS L/360 l 1 - APR � � ZLr_� 2. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE REQUIREMENT5 OF ASTM Cq0-qq, LATEST PROP CELLAR / DECKS 10 PSF 40 PSF ALL OTHER STRUCTURAL MEMBERS L/240 REVISION, FOR FULL LOAD BEARING MASONRY UNITS WITH MAXIMUM COMPRE591VE STRENGTH. c-61RES5 WELLS Zoning Boara at Appeals o BALCONIES 10 P5F kV PSF EXTERIOR WALLS PLASTER OR H/360 3. MORTAR TYPE SHALL BE SUITED FOR THE PARTICULAR ENVIRONMENT IN WHICH MASONRY 15 LC%Ac O STUCCO FINISH GIVIIN62DU REG A)IRD FOR STRESS, THERMAL AND MOISTURE CONDITIONS AND COMPLY WITH ATTIC W/ STORAGE cl PSF 20 PSF EXTERIOR WALL5-WIND LOADS* W/ L/240 BRITTLE FIN15HE5 4. PREMOUL_DED AND KEYED VERTICAL EXPANSION JOINTS SHALL BE LOCATED AT 20 FOOT INTER,/A_5. ATTIC W/O STORAGE Q P5F 10 P5F EXTERIOR WALLS-WIND LOADS* WJ L/120 SPECIAL SHAPED MA50NRY UNITS CAPABLE OF TRAN5MITTIN6 SHEAR SHALL BE UTILIZED FLEXIBLE FINISHES UNITS CAPABLE OF TRAN5MITTIN6 SHEAR SHALL BE UTILIZED AT JOINT LOCATIONS. GARAGE - 50 P5F *THE WIND LOAD SHALL BE PERMITTED TO BE S. RUNNING BOND MASONRY COURSES ARE REQUIRED AT ALL LOCATIONS. 0/' Q O' �� TAKEN F T TIMES THE COMPONENT d CLADDING 6. ALL INTERIOR AND EXTERIOR MASONRY JOINTS SHALL BE TOOLED OR RODDED, NOT RAKED. p z RAILINGS 200 #/LF LOADS FOR THE PURPOSES OF THE DETERMINING r I � DEFLECTION LIMITS HEREIN. n 1. TRU55ED GALVANIZED STEEL HORIZONTAL REINFORCING 15 REQUIRED AT 16" MAXIMUM INTERVALS INCLUDING CORNERS, INTERSECTIONS AND PILASTERS. HORIZONTAL JOINT REINFORCING SHALL B� 44 W Room requirements (R303 through R305) VUR- HALL- OR EQUAL �.,.�. ROOM AREA HE16FiT LIGHT S5 VENTILATION R5 EGRESS e. IN ADDITION TO REINFORCING INDICATED, GRADE 60 #4 REINFORCING 001-CL5 ARE REQUIRED AT GREAT RM 542 5F -O" 113.1q SF 32 41.06 5F 8 34.86 5F - 48 O.G. INTERVALS EXTENDING UPWARD ONE FOURTH THE WALL HEf&HT OR 30" WHICHEVER 15 / t 8' 19 6REATER, AND ENCASED IN &ROUT FILLED CEI IS. FULL HEIGHT 04 BARS ARE REQUIRED AT 96- BEDRM #2 114 5F t 8'-O" 11.11 SF 10 6,2 5F 5 6.1-1 5F INTERVALS WITH FULLY 6ROUTED CELLS. BARS SHALL BE EMBEDDED IN CONCRETE FOUNDATION SUFFICIENTLY TO DEVELOP ADEQUATE ANGHORA6E. BEDRM #I Iq3 SF t 8'-O" 38.06 5F 20 31.g5 5F 20 16.12 5F MASTER BEDRM 216 5F t 8'-0" 52.4-1 5F 24 41.65 SF 22 19,12 5F 5TRUGTURAL STEEL (BG2203-502205) Location neap tO5 CIRCLE INDICATES ONE MILE RADIUS I. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS HEREIN INDICATED AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE FOLLOWING STANDARDS. 5 .10.45 46 W Nappi Residence 5218 Peconic Bay Blvd Laurel, NY 11948 WHERE CONFLICTS OCCUR, THE MORE 5TRINGENT STANDARD SHALL APPLY: � RESIDENTIAL CODE OF NEW YORK STATE Laurel ` \\Lake BUILDING CODE OF NEW YORK STATE THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL. STEEL BUILDINGS AND STRUCTURES v SHALL BE IN ACCORDANCE WITH EITHER THE AISG LOAD AND RESISTANCE FACTOR DESIGN Laura ro -ALL HA131TABLE RROMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISG-Mr AISG SPECIFICATION FOR Q �r °O 5% OF THE FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, 5TRl1C.TURAL STEEL BUILDING5-ALLOWABLE STRESS CE51ON (AISG-ASD) OR AISG SPECIFICATIONS � j U 1 N DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE FOR THE DESIGN OF STEEL HOLLOW STRUCTURAL. SECTIONS (AISG-H5S). WHERE REQUIRED, THE 1 C SEISMIC DESIGN OF STEEL STRUCTURES SHALL BE IN ACCORDANCE WITH THE ADDITIONAL P C o PROVIDED WITH READY ACCESS FOR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING t'ROVI510N5 OF 13G 22 F E *EXCEPTION: ANSI/AM PH A n OCCUPANTS. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4% OF THE 12. G b FLOOR AREA BEING VENTILATED. (R303.1) "STRUCTURAL WELDING CODE-STEEL", LATEST REVISION. v THE GLAZED AREAS NEED NOT BE PROVIDED IN ROOMS WHERE MECHANICAL VENTILATION IS LIGHT 15 PROVIDED CAPABLE OF PRODUCING AN AVERAGE 25 o PROVIDED AND ARTIFICIAL_ ALL FRAMING MEMBERS SHALL BE SHOP FABRICATED FOR BOLTED FIELD ASSEMBLY. FIELD ILLUMINATION OF 6 FOOTGANDLE5 (6.46 LUX) OVER THE AREA OF THE ROOM AT A HEIGHT OF GUTTING OR DRILLING, WHEN REQUIRED, SHALL BE CLEARLY NOTED ON THE DRAWIN65. ALL J [Sinn C 50" ABOVE THE FLOOR LEVEL. (RSO3.1, EXCEPTION 2) FRA1`IIN6 MEMBERS SHALL CARRY AN EA51LY V151BLE IDENTIFYING MARK, EITHER STAMPED, � T E - PROVIDE 110 GFM MECHANICAL VENTILATION IN BATH5 WITH NO VENTING WINDOWS. (R303.3) STENCILED OR PAINTED. 1V 0° 3. ALL FIELD CONNECTIONS SHALL BE BOLTED. BOLTS SHALL BE MACHINE BOLTS CONFORMING SITE E PLAN TO A5TM SPECIFICATIONS A325 OR A4g0 AS SHOWN ON THE DRAWING5. THE FAYING SURFACES SCALE: i„-fig, re- OF ALL BOLTED CONNECTIONS SHALL BE SMOOTH AND FREE FROM BURRS OR DISTORTIONS. General conditions ALL BOLTS SHALL BE ELEGTRO-ZING PLATED. 51TE IN`-ORMATION AS TAKEN FROM A SURVEY BY ° 4. ALL STRUCTURAL STEEL SHALL BE ASTM A-36 (FY = 36 KSI) WALLA�E T BRYAN, LLS., DATED DUNE Ill, 2014 Q I. ALL DESIGN, FABRICATION AND CON5TR11GTION WORK SHALL BE CONDUGT'ED IN ACCORDANCE WITH n APPLICABLE FEDERAL, STATE AND LOCAL GORES AND ORDINANCES INCLUDING BUT NOT LIMITED TO THE -J S. ALL SHOP CONNECTIONS SHALL BE WELDED OR BOLTED. BOLTS TO BE 3/4" AND A5TM A-525 v FOLLOWING: AND MEET A15G SPECIFICATIONS, SECTION 1.16, WELD5 TO BE ETOXX AND MEET AISG - 2012 SPECIFICATIONS, SECTION 1.11. ALL SPECIFICATIONS TO BE LATEST REVISION. 0 N -RESIDENTIAL COVE OF NEW YORK STATE 2010 -ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 2010-MECHANICAL GODS' OF NEW YORK STATE 2010 b. ALL WELDING SHALL BE DONE BY LICENSED WELDERS. -FUEL AND 6A5 CODE OF NEW YORK STATE 2010 0� o.z o.a os o-s t �.x t.a R�eVISIOilS: WHERE CONFLICTS ARISE, THE MORE STRIN6ENT REQUIREMENTS SHALL APPLY. 1• ALL STEEL DETAILS SHALL BE DESIGNED TO CONFORM TO ARCHITECTURAL REQUIREMENTS. A-L CRAYVNss.5FTCIFICAT!0N5 ANC CC,-'3 THEREC"RRN;±4W EY THE ARCHITECT AR.F ANQ 5-4kL REMA N 2. THE GENERAL CONTRACTOR 15 R•E5PON515LE FOR COORDINATION OF WORK WITH ALL TRADES 50 THAT 8. ALL STEEL FLITCH PLATES TO BE THROUGH BOLTED WITH 5/8" DIAMETER STEEL BOLTS AT 16" O.G. THE MOFERTY of THE Aa x Ecr T;-E' ARE Tc BE L='v MN PYN qZ`-F=c'TO'4*FRO.,-CT ANC ARE 'n NOr To BE L°f0 ON Any'OTHER FRO.L:- a,EK:5y0.�„R p 5'R ELT'OY 70 NEET OFFICtA_EEC-,�r.-pRY • , ri!O WZMINT5 OR FOR CTHER RRFC"F.: 'c CC'NNECTIC':V,-H THE FcO.CCT:5 NOT TO J CC.6 R,EC A5 _ O CONFLICT OR DEFICIENCY RESULTS IN THE COMPLETED WORK. STAGGERED. F-�ucATCN;N pERCEATCtr O-;,.�ATi�H;cEcrs cc>�cv LNt GO�+•R,6NT oR OTHER Rcs R�„R eHT, 3. THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION OBSERVATION AND ASSUMES NO Abbreviations & Symbols Area calculations E RESPONSIBILITY FOR CONSTRUCTION ACTIVITIES. -0 4. THE CONTRACTOR SHALL OBTAIN, PRESENT EVIDENCE OF, AND PAY FOR ALL PERMITS NECESSARY STRUCTURAL LUMBER (R502, R(002, R502) DESCRIPTION AREA REMARKS TO CONDUCT THE WORK AND COMPLETE THIS CONTRACT, THE CONTRACTOR SHALL OBTAIN THE ALUM ALUMINUM ® # SEGT/DTL # Proposed Addition/Alteration BF BUILDING PERMIT AND CERTIFICATEC CONST. NOTE: OF OCCUPANCY AND ALL REQUIRED APPROVALS. ALL WORK SHALL I. ALL FLOORS, WALLS, CEILINGS � ROOFS SHALL BE DESIGNED AND CONSTRUCTED IN 3 BE PERFORMED 1N STRICT ACCORDANCE WITH THE REGULATIONS AND REQUIREMENT5 OF THE VARIOUS ACCORDANCE WITH THE SPAN TABLES FOUND IN THE REE51DENTIAL GOREBF BI-F�?LD SHEET # EXISTING FIRST FLOOR 1,140 SF OF NEW YORK STATE BEA'.ING CIVIL AGENCIE5 HAVING JURISDICTION THEREOF. OR IN ACCORDANCE WITH AFdPA / N05 AND A5 GJ CE-1. GHE�.K EXISTING SHED IC15 5F CHE K JOIST E DEMO NOTE DTL #UPON COMPLETION OF THE WORK PROVIDED FOR IN THIS CONTRACT, AND BEFORE FINAL PAYMENT SHALL GK � BE MADE, THE CONTRACTOR SHALL FURNISH THE OWNER WITH ANY NECESSARY CERTIFICATES OF 2. ALL LUMBER SHALL BE DOUGLAS FIR GONSTRUGTION GRADE 02 OR BETTER WITH THE FOLLOWING GLNG GEIL NG # SHEET # PROPOSED SECOND FLOOR 111 5F NaDDI OCCUPANCY OR CERTIFICATES OF COMPLIANCE ISSUED BY THESE VARIOUS AGENCIES. MINIMUM STRESS GRADES: CO GLE NN OUT / CASED OPENING 5. ALL DIMENSIONS INDICATED ON THE DRAI^IIN65 ARE APPROXIMATE AND ARE SUBJECT TO REVISION A5 GONT CON"INUOU5 02 DOOR TAG 1NT. ELEV. # Resi ence PER ACTUAL FIELD CONDITIONS, THE DISCRETION OF THE OWNER., AND AS DIRECTED AND/OR APPROVED BENDING STRESS FB = BA5Es 815 ADJ. 1101 P51 CT COLLAR TIE ## # SHEET # BY THE ARCHITECT. SHEAR STRE55 FV = q5 PSI GMU CONCRETE MASONRY UNIT 6. THE CONTRACTOR SHALL 5r:W;RE CONSTRUCTION SITE IN ACCORDANCE WITH ALL APPLICABLE SAFETY MODULUS OF ELASTICITY E■ 1.6 X 106 P51 V DRYER A WINDOW TAG STANDARDS. THE CONTRACTOR SHALL CONDUCT ALL WORK TO PRECLUDE THE EFFECTS OF WEATHER VIA DIAMETER REVISION 5218 Peconic Bay Boulevard ON COMPLETED WORK, OR WORK IN PR06RE55. 3. ALL FRAMING BRACKETS AND ANCHORS 5HALL BE 16 GAUGE GALVANIZED STEEL BY SIMPSON OR EQUAL. OVJ DECK N DOWN J015T 1. THE CONTRACTOR SHALL A55Ln-1E ALL RESPONSIBILITY AND EXPENSE OF TEMPORARY ENCLOSURES 4. ALL WALL PLATES 6EARIN6 ON CONCRETE SHALL BE PRESSURE TREATED PRESERVATIVE (F�TP) TIMBER. DW V15H KASHER Laurel, New York 11948 WHERE NECESSARY OR WHERE C- ALLED FOR IN THE DRAWINGS. EN EACH WAY 5. ITEMS SUSTAINING DAMAGE DURING THE CONSTRUCTION PERIOD SHALL BE REPAIRED AND/OR 5. ALL LOAD BEARING DIMENSION LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OR A FA) FRE:•H AIR INTAKE REPLACED TO THE SATISFACTION OF THE OWNER AND TO THE APPROVAL OF THE ARCHITECT, AT THE LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION FP FINISHED FLOOR MINIMUM PIPE Riser diagram (no scale) CONSERVATION INSULATION LASIT N SHALL GODS OF NYS.ABLE 504.5 OF THE ENERGY CONTRACTOR'S EXPENSE. BODY THAT COMPLIE5 WITH DOG P5 20. FJ FLOOR J0157 cl. THE CONTRACTOR SHALL CONDUCT ALL WORK IN SUCH A MANNER 50 AS TO NOT IMPAIR THE STRUCTURAL 6 FIRE RATED Gm GALVANIZED LPA Architects LLP INTEGRITY OR STABILITY OF ADJACENT STRUCTURES, EQUIPMENT, OR UTILITIES. SHOULD DAMAGE OCCUR GWB GYPSUM WALL BOARD VENT THROUGH pVENT THROUGH / AS A RESULT OF THE WORK, THE CONTRACTOR SHALL REPAIR OR REPLACE SAID DAMAGED ITEMS. THE FLUMBING AND HEATING WORK (P2502, 4 R505.&) HT HEIGHT QTHE ROOF R THE ROOF A R C H I T E C T U R E P I_ A N N I N G CONTRACTOR SHALL BEAR ANY AND ALL G05T5 ASSOCIATED WITH WORK DISCONTINUATION, MATERIALS LVL LAMINATED VENEER LUMBER TESTING, REPAIR AND ALL MISCELLANEOUS RELATED ITEMS. I. PLUMBING - SANITARY, GOLD AND HOT WATER, AND ALL OTHER PIPING SHALL CONFORM TO MEM MEMBRANE 14" 14• env w w. I p a - p I a n s . c o m 10. THE TERM "OWNER" SHALL REFER TO THE LEGAL OWNER OF THE PROPERTY AND PREMISES AND ITS ALL LOCAL, COUNTY d TOWN REQUIREMENTS AND THE REQUIREMENTS OF THE MFG'D Mi-MUFAGTURED --_ 11,,�_ AGENTS OR REPRESENTATIVES. IRE51DENTIAL CODE OF THE STATE NEW YOP NT5 NOT TO SCALE 11. THE CONTRACTOR'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THE CONTRACTOR'S O.G. ON CENTER i-~ i � � 1 Llemrnen Paul Associates,Architects LLP PG POURED CONCRETE ' 1 42"• i2" 1 1)'2" }} ACCEPTANCE OF THE TERMS SPECIFIED HEREIN, AND SHALL BE INCORPORATED INTO ANY AND ALL 2. THE USE OF LEAD SOLDER IN PIPING JOINTS 15 STRICTLY PROHIBITED UNDER LAW. I , = t i 21 Greeley Avenue Say,file., NY 11782 PTP FRE55URE TREATED FRESERVATIVE , AGREEMENT5 BETWEEN OWNER AND CONTRACTOR. R RISER I BAiTH #Si s Tel: 631 589 291 Fa ' 631 Sfi9 6935 3 12. THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL 5, ALL HYDRONIC HEATING SUPPLY AND HOT WATER PIPES SHALL BE INSULATED. RD ROOF DRAIN ' ' , i } Ipla-plans.com UTILITIES, ALL SUPPLY,WASTE AND HEATING PIPING AND RELATED ITEMS PRIOR TO COMMENCEMENT OF REF REFRIGERATOR WORK. ALL G05T5 INCURRED 54ALL BE THE RESPONSIBILITY OF THE CONTRACTOR. REQ'D REQUIRED 1 ' 1 2ND PLR 4. HEATING SYSTEM SHALL BE EXISTING TO REMAIN. CONTRACTOR TO MODIFY AS REQUIRED TO BE RR ROUT- RAFTER 15. THE CONTRACTOR SHALL, AT ALL TIMES, PROVIDE CONVENIENT ACCESS AND SAFE AND PROPER SUITABLE FOR COMFORT HEATING IN ACCORDANCE WITH THE REQUIREMENTS OF THE " FACILITIES FOR THE INSPECTION OF ALL PARTS OF THE WORK. ENERGY CONSERVATION GONSTRUGTION GODS OF NEW PORK STATE. 50DH5 SUFFOLK COUNTY DEPARTMENT 1 I V2' 3 2 I TICN 14. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TIME TO BE DEFECTIVE OR SUBSTANDARD SHALL BE OF HEALTH SERVICES _ _ ; uNn�uTr+oR:-14 FLTE� ,JIEN I 1 OF AN. ITEM CN THIS GG -JMENT REMEDIED AT ONCE, REGARDLESS OF PREVIOUS IN5PEGTION5. 5H SHOPPER j _ ') = 15 A V OLAT;O;N G- ED Q„ 5. THE PLUMBING CONTRACTOR SHALL OBTAIN ALL PERMITS 3 PAY ALL FEES REQUIRED FOR 5K SINK 1 , ; 1 new YORK. 5TA7E L>A 15. ALL MATERIAL AND ITEMS INDICATED ON THE CONTRACT DRAWIN65, DIRECTED BY THE ARCHITECT HIS WORK. T TREAD AND AS PER SITE CONDITIONS DEMAND, SHALL BE DISPOSED OF PROPERLY IN APPROVED T5 TERMITE SHIELD issue Date: CONTAINER OUT OF THE PATH OF CONSTRUCTION AND AWAY I FROM THE PUBLIC, OUT OF THE PATH OF TYP TYPICAL I B?4TH #2; KI�"GHEN JCL 0 6 2015 /11- _. , � ��"^ CONSTRUCTION AND AWAY FROM PUBLIC AND VEHICLE TRAFFIC,AND TO BE CARTED TO APPROVED UON UNLESS OTHERWISE NOTED 1 , , LAND FILL SITE BY LICENSED GARTERS. VIF VERIFY IN FIELD ELECTRICAL WORK ( E3301) W WASHER 1 16. ALL NEK WINDOWS AND SKYLIGHTS TO BE MANUFACTURED BY ANDERSEN CORP., BAYPORT, MN. t DW Project Date: I OR EQUAL . ALL WINDOW TYPEE, AND SIZES SHALL BE A5 INDICATED ON THE CONTRACT DRAWIN65. 1. � VVI7H 1ST FLR 1, " " I WH WATER HEATER I I/2' 3' 2" 2" SEP 2014 WINDOW GLAZING SHALL BE HIGH PERFORMANCE OR E TYPE 6LAZIN6. FURNISH FISER6LA55 INSECT ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREEMENT5 OF THE=RESIDENTIAL CODE OF WWM HELPED WIRE MESH SCREENS WITH ALL NEW WINDOWS. NEW YORK STATE, THE NATIONAL ELEGTRIG CODE, THE LOCAL POWER CO. AND ALL Scale: 023976 O � APPLICABLE LOCAL REGULATIONS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY GO dg p r Il. THE CONTRACTOR SHALL GHEGIG AND VERIFY ALL CONDITIONS OF THE 517E PRIOR TO STARTING OF GO D1 Dept copy from z13,� � Q WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK ALL FEES REQUIRED FOR HIS WORK. THE CONTRACTOR SHALL HAVE THE INSTALLATION WALL LEGL=ND 4 -= Final reviCled docynwts AS NOTED AGREE WITH SAME. INSPECTED AND APPROVED BY AN INSPECTION AGENCY OF THE FIRE UNDERWRITERS 1 TO EXISTING ZSA File a Ia. IF IN THE COURSE OF CONSTRUCTION, A CONDITION EXI5T5 WHICH DI5A6REE5 WITH THAT AS A550CIATION AND SUBMIT A CERTIFICATE OF FINAL APPROVAL BY THE INSPECTION AGENCY �___-_ _-_ W - EXISTING ALL5 !1! SANITARY SYSTEM Data: /) / Project# IN awn: Sheet INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. UPON COMPLETION. REMOVED i 14028 EPH SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK, HE SHALL ASSUME ALL 2. SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED AS INDICATED ON DRAWING5 AND IN RESPONSIBILITY AND LIABILITY ARISING THEREFROM. ACCORDANCE WITH APPLICABLE FIRE SAFETY AND ELECTRICAL GORES. EXISTING WALLS 1 job:fq. 6RADIN6 AROUND NEW CON5TRIJGTION SHALL SLOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. CELLAR Am 20. DO NOT SCALE DRAWINGS. WRI1"tEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. E• ALL ELECTRICAL FIXTURES, SWITCHES AND ACCESSORIES SHALL BE SELECTED BY THE OWNER. NEW WALLS NAPPI JKMP 21. IT 15 THE INTENT OF THESE DRAWIN65 TO EXPLAIN THE REQUIREEMENT5 OF THE PROP05ED EXISTING SEWAGE EJECTOR GONSTRUGTION. HOWEVER, FIELD CONDITIONS MAY AR15E DURING CONSTRUCTION THAT MAY NOT PUMP TO REMAIN HAVE BEEN EXHAUSTIVELY DETAILED. COVER p Sheet Notes: z O . z 0 u a . w CL z Q m to cn LU O CL z_ z J W CL Exist. Exist. Bedrrn. # 1 Bedrm. #2 w w OI Exist. Sun Rini. v _ b 00 o n i a ro Z N Exist. Living Rm. E Exist. Kitchen L 0 1 Q J v Nt \ � Revisions: u \ ALL ORAYCN65,SPEC,rICATIONS AND CCF,5 THEREOr r„RNIShF.D BY THE ARCHITECT A.RE AW 54AL,REMAIN Ln \ THE PROPERTY OF THE ARCHITECT THEY ARE TO PE USED G"L'Y INTH RESPECT TO THIS FRO,EC,T AND ARE (r NOT TO 6E USfD ON ANY OTHER PROJECT M14 55'0N CR PISTRIEJTION TO MEET OFFICIAL REWLATORY REOAREWNTS OR FOR OTKR MRP05ES 4 COWCTIOX MTH TEE FRO.L°CT IS NOT TO EE CON6TRX0 AS O ROLICATION IN VE"I ATION OF T1E ARCHITECTS COW ON LAA COPYRI6HT OR OTHER RfSfRJED R*HT5. CL V1 Q T Proposed Addition/Alteration . 3 Nap1 Resisence 5218 Peconic Bay Boulevard Laurel, New York 11948 LPA Architects, LLP A R C H I T E C T U R E PLANNING www. IPa- PIans . com EXISTING FIRST FLOOR PLAN SCALE: 1/4"=1'-0" y ' Lemmen Paul Associates,A:chiteds LlP 21 Greeley Avenue Sayville,NY 11782 Tel: 631 589 2914 Fax: 631 589 6935 ='°"`''i Ipa-plans.com ,tio UNAUTHORIZED ALTEFZATION OF ANY ITEM ON THIS DOG.' P�ENT I5 A VIOLATION OF RED AR C`,. NEW YORK STATE LANCO Cy Issue Date: JUL 0 6 2015 �_ Project Date: � SEP 2014 Scale: c2�;��, �0, AS NOTED Bldg Dept copy from Z8A Final reviewed docunwnte Project# Drawn: Sheet ZBA File a -7 5d,� Date: / L 14028 EPH job: Check: A�2 NAPPI KMP EXISTING CONDITIONS a Sheet Notes: z Foundation notes: D -ALL DEMOLITION 4 DEBRIS MATERIAL TO BE DISPOSED OF PROPERLY BY CONTRACTOR cn -VERIFY ALL DIMENSIONS IN FIELD Z O PRIOR TO START OF WORK U 12 -ALL WOOD MEMBERS IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED PRESERVATIVE (PTP) LUMBER -ALL NEW EXPOSED SLABS ON GRADE d GARAGE SLABS SHALL HAVE A MIN. COMFRE551VE STRENGTH 2X8 RR ® 16" O.G. OF 5,500 PSI. SEE TABE R402.2. ON RC-1 2X8 GJ ® 16" O.G. I 1D SIMF50N HDU5 5HEARWALL TIEDOWN ADJACENT TO(SEE UPLIFT CLE ON ECTIOAT INS SHEER RC-2) ABOVE H2A HURRICANE CLIPS 2 NEW PINE BOX / OAK TREAD STAIRCASE WITH a 16" O.G., TYP HARDWOOD RAIL AS SEL. BY OWNER TO COMPLY WITH R314 d R315 OF THE RES. CODE OF NYS. U PROVIDE NEW 8"Xlb" GMU PILASTER O3 9 1/2" VIA. SCHEDULE 40 STEEL PIPE COLUMN W/ FOR STEEL BEARING, UNDERPINNED 3-I/2 X6 X3/8 GAP PLT d 6 X6 XI/2 BASE PLT Bedrm. 42- ' Hall TO NEW FOOTING BELOW O 2X8 LEDGER - 4 SA ICUT EXISTING FOUNDATION WALL FOR NEW BEAM POCKET (TYPICAL). SHIM BIRDER WITH m 2X6 FIR ® Ib" O.G. - --- ---- 2-I.15XI1.55 1.9E TJ LVL-FLUSF�� STEEL SHIMS ONLY PACK POCKET WITH ON-SHRINK GROUT 12 Q TYP __ _____________ __ ___ _ / ----------- _ ,' 11.88" TJI 110 JOISTS ® I6" O.G. � N T TYP) - r PROVIDE 2X4 PTP P05TIN6 AT MOVE EXISTING BOILER DEMO EXISTING 5 RE , _ _ T.O. SUB FLR 3 '� _ , II I CHIMNEY DOWN TO BELOW CONCRETE SLAB. ND FLR I , NEW GIRDERS A5 INDICATED ` --------------- I , _ l '•I (TYPICAL FOR 3 LOCATIONS) PATCH SLAB 5 REQ TO MATCH EXISTING - --------------------- , SAWGUT SLAB A5 REQ'D FOR 'D NEW 36"X36"X24" P.G. FOOT © NEW DIRECT VENT, GAS FIRED, HIGH EFFICIENCY _ W 10 X 26 STEEL BEAM ' 'I:-: t=_= ====r =-i= CONDENSATE BOILERS W/ 'SUPERSTOR' HOT WATER V1 - I --2X6 GJ ® Ib O.G. , i I -""- STORAGE TANKS AS SELECTED BY OWNER W/ (5) #4 BARS EACH WAY LU �+� 2X8 GJ ® Ib" O.G. TOP 3 BOTTOM r==-"-'_#, 1 ' ' '•� 2 2X6 GJ a I6" O.C`` O i'-b" ; ; " ;I' E 15TIN6 TO REMAIN z' a- a1 New ' ' New Q Great:Rm. Kitchen Entry in I `QI ' 2-I.15X5.5 I.qE TJ LVL V 11 �' (UNDER EXI5TIN6 2 6X FUR-IN) I ' . 111 I �( I i I Kul i � i ' _-------- ----------------------a Exist. a; r==----- _ - - T.O. SJB FLR — Cellar W :CH ` � ' m ',MechALTERED +1 Zif EX15T;NG FLOOR 5Y5TEM TO REMAIN I5T FLR I '« a1 Q d, ,'' ' 2-I.1 . 55 LqE TJ LVL 1 II " ------t----- _I ul•1 J ._.. -- w REMOVE EXISTING MAIN BEAM, INSTALL PROVIDE 6X6 PTP TIMBER t- •-• •---------- , -•.+_Y 0I; _ NNDER STINS 2X6 PURLIN) (� NEW W 12 X 50 STEEL BEAM GIRDER AREAWAYS AT ALL CELLAR ; I ; ; I "x�ti ; I C1 A5 INDICATED WINDOWS (TYPICAL FOR 2) !8m " ( i 1 I �•i `---A I (V m ---------- -_, I I 5 Exlst. T--------- y, �--- "� , , , , � � � 3' I ^A Cellar ii � �� ;i � i EXISTING TO REMAIN ' .1 1.1SAWGUT EXISTING SLAB FOR PLACEMENT _ 2TJ ? L SA NEW 4XISTINX24" P.G. REINFORCED ' '_____= 3DER ISTIN xb PURLIN) 3 - w , FOOTING, PATCH SLAB TO MATCH EXISTING ____ ___________----------- I ' � 2X( LUSH — — UP 1GlL�� 42"X42"X24" P.G. FOOTING W/ (5) #4 BARS EACH WAY, V TOP d BOTTOM ------ ------- till RELOCATE EXISTING ro A-A '•' I ' �' i — — PANEL TO NEW LOCATION ELECTRIC BUILDING SECTION o SCALE: 1/4"=1'-0" - _? i•i I. , ' i EXISTING SEPTIC PUMP TO REMAIN II i I z / y ------ ----------- CV -------1 ' - /---- ------------ •-- ------- - ... -----____- --- -- I I I N Q1 1 1 1 I ' I TYF' I REMOVE EXISTING CELLAR WINDOWS, --- ------------� SAWGUT FOUNDATION WALL d FRAME DEMO EXISTING BATHTUB d WALL MASONRY OPENING AS REQ'D FOR FRAMING, PROVIDE NEW FRAME INSTALLATION OF NEW WINDOW UNITS. WALL AS INDICATED • PATCH WALLS TO MATCH EXISTING 8" 12 Construction Notes: o DEMOLISH EXISTING MASONRY CHIMNEY LL_ �b ROOF: TO BELOI'�I GRADE A5 INDICATED 3 -' - - 30 YR ARCHITECTURAL ASPHALT SHINGLES v t , 2X8 RR � ib" O.G. 30# FELT BUILDING PAPER I/2" GDX PLYWOOD SHEATHING REMOVE AND DISPOSE OF EXISTING 2X8 GJ I6" O.G. 2 X 8 ROOF RAFTERS ® I6" O/G NON) WALLS, DOORS d WINDOWS INDICATED, 2 X 6 COLLAR TIES G Ib" O/G/ NOW AS REQUIRED FOR NEW CONSTRUCTION ReVISIOtIS: ;gwg2, " ALL DRAYVIN55,SPEGIFIGAT10N5 AV wF E5 THEREOr RRN&ED BY THE ARCHITECT ARE AND SHALL REMAIN X 8 CEILING J01575 � I6 O/G (UON) PATCH FINI5HE5/TRANSITIONS AS F:EQ'D THE PROPERTY of THE ARCHITECT THEY ARE To ej USED o�a.r WITH RESPECT To THIS PROJECT AND ARE INSULATION - SEE SCHEDULE TO MATCH EXISTING CONDITIONS HOE To BE USED ON ANY CHER PRoTHEY SUB"o FE LI GR MY INIUH R TO MEET OFFICIAL JECT VORY 1/2" GYPSUM BOARD - TAPE d SPACKLE 3 GOATS O REWRSg OR FOR OTHER PbRFOSES N GaMrTION WIT"THE PRO.JEGT IS NOT TO BE W1,6 RED As 142A HURRICANE GLI R.5LIGATION IN VE"ATION OF THE AR:HfTECT5 COMMON LArl GOPYRl6HT OR OTHER RESERVED R16HT5. "' ® 16" O.G., TYP 1'.6" WALL: REMOVE AND DISPOSE OF EXISTING a I 18", #1 CEDAR PERFECTIONS - 5 I/2" TO WEATHER CASEWORK, FIXTURES d APPLIANCES ACEDAR BREATHER UNDERLAYMENT GAP EXISTING PIPING AS REQUIRED - DRAFT RETARDER (TYVEK OR EQUAL) I/2 GDX PLYWOOD SHEATHING Pro posed Addition/Alteration Hall Bath #2 2 X 4 STUDS ® IV' O/G NOW INSULATION - SEE 5CHEVULE 12" GYPSUM BOARD TAPE d SPACKLE 3 GOATS FOUNDATION PLAN WALL LEGEND Na i 2-I.'75X11.55 1.9E TJ LVL- USH SCALE: 1/4"=1'-0" N ____ P ` 15T FLOOR: ' t1.88" TJI 110 JOISTS 0 I¢ '- i O.G. EXISTING FLOOR SYSTEM TO REMAIN 1_ __ _ _ J EXISTING WALLS REMOVED Resi ence 4 T.O. UB FLR \. _ 2ND FLR --------------------�F- - --- _-- _ _-- _-- _ _ --- - - --_ --- --- -__ _ (2) 2 X E MITPTF PLATES ON SILL SEALER OVER TERMITE SHIELD +�;�,�,+ GMU WALLS 5218 Peconic BayBoulevard f \ II ' ' ' NEW POURED CONCRETE WALLS fJ \.\ ;; 2ND FLOOR: ^^'Hr:,a NEW FRAME WALLS Laurel, New York 11948 3'-6 1/2" f-' FINISH FLOOR ON 5/4" TSG PLYWOOD f-+ SUBFLOOR (5TURDI-FLOOR OR EQUAL) J 11.88" TJI 110 JOISTS @ 16" O.G. NON - SEE PLAN) T.O. LUB FLR STAIR LANDING ' FOUNDATION: Entry Bath #1 Clst EXISTING TO REMAIN LPA Architects, LLP I 8'-O" INSULATION SCHEDULE: ARCHITECTURE PLANNING Q 3 Xb-FLUSH ALL FLAT CEILINGS R-38 ® w w w. I p a - plans . c o m m \ \ R-30G ® ALL VAULTED CEILINGS T.O. SUB FLR _._ R-22 a FLAT CEILINGS BELOW ROOF DECK 1ST FLR _ - .hs F-OCR`-'STEM TO REMAIN R-15 0 ALL EXTERIOR WALLS (2X4) emmen Paul Associates,Architects LLP 21 Greeley Avenue Sayville,NY 11782 _ \ ExI Tel: 631 589 2914 Fax: 631 589 6935 `°"`'• Y �^' Ir ' I R-22 ® ALL UNHEATED CRAWL SPACES d CELLARS f-' i R-15 ® ALL STAIR WALLS Ipa-plans.com \ f ' 3'-4" f-' 2-I.'M .5 1.9E TJ LVL f (UNDER IC-TIN� 2X6 PUf<t DNS) Roof system: J � m THE NEW ROOF SYSTEM SHALL INCLUDE, BUT NOT BE N UTHOR12ED ALTERATION LIMITED, TO THE FOLLOWING: ALL VALLEYS, EAVES, TH1 Mech NEW YORI<STATE LA-,N. \� RAKES, CRICKETS, ETC., TO RECEIVE G.A.F. 'STORM OF ANY ITEM ON TIO DGG'_'MENT GUARD' FILM SURFACE LEAK BARRIER INSTALLED AS 15 A VIOLATION Or �FzED q� PER MANUFACTURER'S INSTRUCTIONS. ROOF DECK TO RECEIVE G.A.F. 'SHINGLE-MATE' 30 LB BUILDING FELT INSTALLED As PER MANUFACTi�R'S INSTRUCTON5. Issue Date: : w/�� ROOFING SHINGLES TO BE G.A.F. 'TIMBERLINE' UNLTRA { fig ' 30 YEAR 'ARCHITECTURAL' SHINGLES, INSTALLED AS II L 0 6 2-015 R MANUFACTURER'S INSTRUCTIONS. ALL RIDGE �' AREAS TO RECEIVE 'COBRA VENT' RIDGE VENTING W/ Project Date: PE r; •.., 6.A.F. 'TIMBERTEX RIDGE CAP SHINGLES. SEP 2014 Scaleroir- AS NOTED BUILDING SECTION B-B Bld' Projed# Drawn: Sheet 14028 EPH SCALE: 1/4"=1'-0" Final reviewed docurr�nt Dept copy from zsn 6 zB,a file ;r �5a gate; / job: Check: Amm3 NAPPI KMP FOUNDATION / SECTIONS Sheet Notes: Plan notes: -DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND ALL OPENINGS. -INSTALJOISTSL R EILID,57ING IN IINIS J015T5 4 FLOOR 4 T 0OF BEAMS. BR DG NG HALL BE INSTALLED a 8'-O" O.G MAX 4 SHALL BE SOLID n WOOD BLOCKING 2" X DEPTH OF MEMBER OR 18 7 GAUGE METAL STRAP BRIDGING. D -PROVIDE CATS AT ALL LOAD BEARING WALLS .� -ALL DEMOLITION 4 DEBRIS MATERIAL TO BE DISP05EP OF PROPERLY BY CONTRACTOR -VERIFY ALL DIMENSIONS IN FIELD PRIOR TO START OF WORK n -ALL W00D MEMBERS IN CONTACT V41TH CONCRETE I- TO BE PRESSURE TREATED PRESERVATIVE (PTP) 57 LUMBER t 23'-5" 30'-O" -SMOKE DETECTORS SHALL BE INSTALLED IN EACH 4'-O" 5'-6" 13'-II" 6'-�I I/2" 8'-11 1/2" SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA, 4 AT EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS 4 CELLARS, BUT NOT INCLUDING GRAI^L5PACES 4 UNINHABITABLE Q ATTICS. SMOKE ALARMS SHALL BE INTERCONNECTED L. 4'�« 4 BE CLEARLY AUDIBLE IN ALL BEDROOMS IN ACCORDANCE WITH RGNY5 SECTION R313. EXISTING z 3 BUILDINGS UNDERGOING REPAIR, ALTERATION, CHANGE Q 3 OF OCCUPANCY, ADDITION OR RENOVATION SHALL BE Q PROVIDED WITH SMOKE ALARM AS PER APPENDIX J. RGNYS - APP. J - SECTION AJ403.2, EXCEPTION 2: cD SMOKE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED TO BE INTERCONNECTED 4 HARD WIRED WHERE INTERIOR WALL OR CEILING FINISHES ARE NOT REMOVED. �I RGNY5 - APP. J - SECTION AJ403.3, EXCEPTION 1: CARBON MONOXIDE ALARMS SHALL BE INSTALLED N INTERCONNECTED OR HARD WIRED WHERE EXISTING w IN BUILDINGS, BUT ARE NOT REQUIRED TO B INTERIOR WALL OR CEILING FIN15HE5 ARE NOT t1 HATCHED AREA INDICATES Q ROOF DECK ABOVE REMO D. 3 � rrP : � H 3046- m to m -ALL NEW INTERIOR TRIM AND DOORS AS A21 A21 SELECTED BY OWNER (UON) - 5 WDH 244b ---------- ---- -ALL BUILT-IN CABINET CONFIGURATIONS J-- TYP WDH 0410 NH 60611 __ _ _ _ ------_ - I I 2y1\-, v r-{ 2-2xfo } * i _!t If� �2�1��?i(tlil T3P TO BE VERIFIED WITH OWNER NOW \�S__ I- � •, t F I � .. , oba I ' , I I ::II,.,. .tI i; EDRM CLOSET 2-1.1 XI18 L/L- >z " 1AND 5 SHELVES AT ALL LINEN CLOSETS NON) New '' ClstBedrm. 2Clst -ALL POCKET DOOR ALCOVES SHALL BE FRAMED . W/ PRE-ENGINEER]=DSTUOS ON FLAT. HEAVY DUTY ZSLIDES AND HARDWARE AS MF,5 BY GRANT-� O O1 'IO \V< i0 5-O V 1 , Al <. 3 1/2 ° 3 1/2' IQ NEW PINE BOX OAK TREAD STAIRCASE WITH -� -7 III " ' i I �U > Si i i I N I HARDWOOD RAIL A5 SEL. BY OWNER TO COMPLY t N xI I i 11.85" T I IIb= JOLTS �' Ib" O.G. > ° I jII 11l '! O - - _ ITH R3 4 5 OF THE . GOD OF NY5. f I n �• o v ! Bath #31 � W 14 R31 RES. E 4 Ai, 0xPROVIDE 4 INSTALL 'FANTEGH' �PBI4D oo I $at2 :;"f tt I f ' ! v - - : _ F l PREMIUM BATHROOM EXHAUST FAN ._ 2� ii2` � 3 � I I �: mI II2-LiSX�t.25 I U -I L S L' « . , 12 1/^.� New 2G68 PGKT i f" Master drm. ,� Ii 1 I , , i i I I� • -- • o-; 20'-I I/2 I' ' « „� � I i ' �I I I I ; ; ; i � � �• 6'-O"�� ' ' I ,-OQ3 51MPSON HDU5 SHEARWALL TIEDOWN ADJACENT I N I, I, I I x _ I ` I TO DOUBLE STUD AT WINDOW OR DOOR ABOVE I f I I I ' + t 4i oI ^ 3 i/2' f ! i l 3 I/21 Q I \. (SEE UPLIFT CONNECTIONS SHEET RG-2) a y( 1 _ _ __ r J I•- T ! 'I 1 l l l l I ' I ! I I I I I I (n• ,P (y I ry = « I , ___ ------= - • - i I t PROVIDE 5 - 12 DEEP BUILT-IN BIRCH VENEERED, / �_______ I ' , 1 1 i I -1 I 6` i PAINT GRADE SHELVES W/ 1 1/4 HARDWOOD LIP , , I'ltY I I f ; , ! I I ( " C N Q "t- 1 I i 5D � � I � _ _ I '-6 I 2'_ I ' I ! +�\ 135° r t 7_D« = 50 SOLID BLOCKING TO JOIST OR GIRDER BELOW O X _� ® !�, g -I'_II" _ _ - -- ' II , I ! I - Xe•� Q © LINE OF 2ND FLOOR WALL ABOVE Ill i _ _-_ T I II — 1 ( ! ' I I ( 2-2 J ,� I - TYP 81/2" --------- ___ i---- �/2t=� ; -F/2'-$ , f I+ 11I 4 i I I - - t ' I _ I 2 8 GJ ®IIb" O.G. N O NEW 36" GAS FIRED, DIRECT VENT FIREPLACE STEEL BE 1 �L 15XI1.88 I qE TJ•LV/L-r JSH -1•',�' ' ' r m I �J i �668 - - - - AS MFG'D BY LENNOX OR EQ .fl i^/ 8�X Sit L , Art FLUSH ... ..j. �_'. . . ..� �.� :�" , + -._ ( n = I i i ' j I F H I I i I 3 j r- .1 O N TYP m �. Hall " ' UAL _----_ _ O New 2X8 RR ® I6" O.G. N `fl O 3 I/2 m SHEDULE 40 STEEL COLUMN POSTED I/ 1 '«!N I t--_=i i- - 1 j - ______ N 1 I I I I I j '.0 X B e TO FOUNDATION OR STEEL BEAM BELOW 11.88"TJI 110 JOISTS 1 - rin. 1 - r`' TYP j atYP « « ry N 3 i qQ PROVIDE PULL DOWN STAIRS - BESSLER a v I'' m A " ( ' O _� 3 SPACE SAVER - R.O. 25-I/2 X54 SET TOP i I v 0 x lid �1 s 1 a i ...P ' -- -- ! A` I I 2X8 RR I b" O.G. - II OF STAIR FRAME FLUSH TO TOP OF n. - r{t I / •F ��i' I 11+' N I _ - Entry O 1 I I I I I I I _ . �'— b 11 N I I � I J I ,�.�j=_ "l 1 � 1 - 1 � ��i f I � I I i I I I I I 'i I i 'I _ m 2-2X8 F ''--H = New 1 - ;� _ ` , f , = GELLING JOISTS z I I I + t I -F U H ! f oof Dec I l� I N O t - - __� J - 2-I.15 11.88 VL L I I i DN _ in I ,- - - / t W I .,��itche _ — — r i i f I ; ; i I I ► j `� ; - LA II t •W �W t UP N Lin fti t m v ® O I x N t ; tl• m "7 (I E •, I X ► i l , I" — o-� Clst 1 p 2X6 RR = I ) v l III _ 6 � - b ® 16" O.G. +� ----- --- .W I I .,yA X m ry-� ; a 11.88" TJI 1101 ISTS a I6" O.G. I-- _- _ ' I 1 N `� N n N I - - _ +p I 14-4 2' « / II 6�� n Nry I II � « 0 0 v9 � _ -2 to U_ .0 ' x ----, + t t / ; _ I sobs 1 —I -2xlo p �- - / " �1 '/ I; ® ; r TYP %�\ t `-_ --J �� IN ----------- ------- t- ry \4- _ , I - -i I r- -- ��1 --- - -- --- - - s 3 � 2 I_•75)<I1.88 L VLF• '' e _ � _ __-_ ---- ----- � ' 046 ti\ wTR 20 3 2 Revisions' -C - - _ __- _ --=---• A.221 I WDH 2� IO-2 All DRAYUN65,SPECIFICATIONS AND GOF=5 hEREOF PJFNt D 8Y Tiff AC,H(TEGT ARE AND 5HA!.L REMAIN J TYP _ -. -- --- TO THIS PROJECT AV ARZ WDH b O +� / WDH 24 b-2THE PROPERTY OF THE ,FWH 60611 ' �0 ` t 2X6 'DUMMY REQUIREMEYfS OR FOR OTI�HR PJRP05E ITECT THEY ti�G +LGTIC4 twTN TFE FRO.EG RESPECT TOE GO!LTRiED A5 ' 1 ' ' -__ ' NCT TO B.°USED CN ANY CTN`_2 PRO.£GT 51,EM15'+ON GR DISTRIEVTION TO t�ET OrFIG1AL REbtA.ATORY REMOVE AND DISPOSE OF EXISTING g RAFTERS' a 16" O.G. ,� /�L�.S, DOORS 4 WINDOY`{5 INDICATED, fl.'EI.IGArON IN DEROSATICY Of lY+`AFC-ITEGT5 LO`^'ON LAYV GOPYRIG++T OR OTHER RE�QVED Rt AS REQUIRED FOR NEW CONSTRUCTION TYP t 1 I 1 DEMO EXISTING CHIMNEY PATCH FIN15HE5/1RAN51TION5 N 5 REQ D ' ' 1 A5 INDICATED TO MATCH EXISTING CONDITIONS ! ! j Proposed Addition/Alteration DEMO EXISTING MASONRY REMOVE AND DISPOSE OF EXISTING Nap = STOOP A5 INDICATED CASEWORK, FIXTURES 4 APPLIANCES� GAP EXISTING PIPING A5 REQUIRED Resi ence 5218 Peconic Bay Boulevard 2'_6= 2'_6" 2'_b= 18'-5 1/2" 4'-0 1/2" Laurel, New York 11948 5'-O" 3D'-0" 4-O 8,_4« 4'-O i/2" " LPA Architects, LLP ARCHITECTURE PLANNING www. Ipa - plans . com Lemmen Paul Associates,AI chitects LLP SECOND FLOOR PLAN T Greeley Avenue Sayville,NY 11782 WALL LEGEND Tel: 631 589 2914 Fax: 631 589 6935 °'°"`' i R PLAN WALL LEGEND N Ipa-plans.com =, FIRST FLOOR N �_____ SCALE: 1/4"=1'-0" -- - EXISTING NWLL5 REMOVED +~° SCALE: 1/4"=1'-0" '- - - EXISTING WALLS REMOVED _ _ ___J Total Proposed Added S.F. = 771 �� EXISTING wALL5 Total Proposed Altered S.F. = 1,140 EXISTING WALLS �' �''"w u .w NEw WALLS NEW WALLS UNAUTHORIZED ALTERA'ION r2Tt'MSIH 1%"*3 e g" OF ANY ITEM ON THIS DCG_'`ENT E A , IS A VIOLATION OF ;��CR,r=•-_w.,�C'�/`` -THIS HOUSE IS LOCATED IN A WIND BORNE DEBRIS AREA NEW YOQK STATE LA✓r " �� \r N1AR,y o /J '•„ Issue Date: �� `�a C" ��! �C',_A --THIS HOUSE IS LOCATED IN A WIND BORNE DEBRIS AREA SEE RC-2 FOR WINDOW SHUTTER DETAIL JUL U 6 2015 SEE RC-2 FOR WINDOW SHUTTE R DETAIL I Project Date. Scale: O''-I�FAN w. AS NOTED Project# Drawn: Sheet 14028 EPH Job: Check: � Bldg Dept copy from ZS>, A4 NAPPI KMP Final reviewed documents ZBA Flle� Data; FLOOR PLANS z Sheet Notes: _0 Elevation notes: D BEAD BOARD PLANKING AS MFG'D BY 'AZEK' ALL SOFFITS/PORCH CEILIN65 TO BE IXb T46 Z 12 OI 50 YEAR 'ARCHITECTURAL' ASPHALT SHIN6LE5 'D �b AS MFG BY G.A.F. 'TIMBERLINE' 12 COLOR: A5 SELECTED BY OWNER 20 18", #1 CEDAR,PERFECTIONS AT 5 1/2" TO WEATHER TYP 1--t ( GOLOR/FINISH: BLEACHING OIL, A5 PER OWNER 1J 30 CONGEALED FLASHING ® PROVIDE SEAMLESS ALUMINUM GUTTERS d LEADE R5 AT ENTIRE HOUSE VERIFY LOCATION OF LEADER WARCHITEC PRIOR TO LU X8 'AZEK' GONTINUOUS T INSTALLATION FRIEZE BOARD, 0 4 i0 io O b� TYP � Typical Elevation notes: T.O. SUB FLR • -- 2ND FLR - — ROOF: 1 __- _ _ ____ _ _ ._- - _ 30 YR ARCHITECTURAL ASPHALT SHINGLES c/') : :---- - ---- --- - - W COLOR: 'CEDAR BLEND' 14 I I — I I 5 I I I I I I RAKE i I I T.O. 5U8 FLR _ I I ( IX8 'AZEK' FA5GIA BOARD OVER O 1'_b" P p TYP I I I I'-6" IX5 'AZEK' TRIM OVER I i I I �� STAIR LANDING .' I I I I 2X6 SUB FASCIA W/ I I 1 '- — — — cp m I I I I ( IXb 'AZEK' Td6 BEAD BOARD SOFFIT PANELS � II ' \ \ O - - - - � � — — � � - - - - - - - - - � ( - - - - - - - COLOR: AS PER OWNER FA501 A/50FF I T: 1 HI 01 IX8 'AZEK' FASCIA BOARD OVER I I FI 15 T I S O f l I I1 m 2X6 SUB FASCIA W/ IT T.O. FLR IX6 AZEK' Td6 BEAD BOARD SOFFIT PANELS W/ I" CONTINUOUS SCREENED VENT (T P IST PLRL.R cr P R re a ', a O)I I SEAMLE55 ALUMINUM GUTTERS d DOWN SPOUTS / COLOR: AS PER OWNER —� FWH 606115 \ ILI " WALL: 18", #I CEDAR PERFECTIONS - t 5 1/2" TO WEATHER CL RESAWN d REBUTTED COLOR/FINISH: BLEACHING OIL, AS PER OWNER ' ' \rj=====___';' ' ' FRIEZE TRIM: 1 1 1 1 �: 1 1 1 1 iy =: 1 1 i CX145 i CXI45 i i IX8 'AZEK' TRIM BOARD OVER . 5/4 X GROUND (SEE DETAIL)EAST ELEVATION COLOR: AS PER OWNER SCALE: 1/4"=1'-0" WINDOWS: 400 5ERIE5 SOUTHELEVATION "WOODWRIGHT" DOUBLE HUNG/AWNING, TEMPERED AS REQ'D W/ PREFINISHED INTERIORS. APPLIED EXTANT SCALE: 1/4"=t'-0" MPG D B ANDER EN'.AR �WRAP ALL H SCREENS,FULL A INDDOW5 DOORS W/ 5/4X4" 'AZEK' TRIM W/ H15TORICAL SILLS v w ro 00 N O V' d Q ro z 4! t� N 0 C E 0 v c ro i; 12 U° J b�v 10" ro s -- — ..I Revisions: :n ALL DRMVIN55.SPEGIFIGATIGNS ANp COFl:i THEREOF ft W7141ED BY THE ARCHITECT ARE A!D-HA1 L REMAIH THE PROPERTY OF THE ARCHTECT THEY orE TO of IF_EO ONLY WITH RESPECT TO THIS PROJECT ANO ARE N NOT TO EE LSEP ON ANY OTHER PROJECT. EXI`A*SION CR DISTR'EUTION TO KET OFFICIAL REWLATORY vi REONREP'_`NT5 OR FOR OTHER PLRP05E5 r,CONNECTION nN THE PROJECT IS NOT TO BE CONSTRUED AS PLULICATION IN DER06ATION OF THE ARCH 7ECT5 COW ON LAYi COPYRI6HT OR OTHER RESERAP R16HT5. ---- T � i i 4 cu TYP ; ! ,: Proposed Addition Alteration 3 1 I . - I Ib o t I 1 Na 1 j 1 1 II H 2�s I I _ _ _ 12 Resi ence 5218 Peconic Bay Boulevard T.O. SU5 FLR - I „ I Laurel New York 11948 : I ZND FLR i r - - --- -- - i I T.O. SUB FLR: . TYP , I I , I I , I'-b" ' LPA Architects LLP I I � II ARCHITECTURE PLANNING STAIR LANDING I cfl + C ( I ( I ` I I www. lpa- plans . com / \ - - IL I � I LLP W0�3 I ( /'' I 21 Greeley AvenuLernmen Paul e Sayville,NY S 1 1782 m _ Tel: 631 589 2914 Fax: 631 589 6935 °•° T.O. 5U8 FLR _ I I ! � / � i 15T FL -- I a-plans.com s I R I I ! p I EXISTING RAILINGS AnhII TO REMAIN UNALITtJORIZED ALTERATION OF ANY ITEM ON TH15 DOr-WENT 15 A VIOLATION Or` '��RED NEW YORK STATE LAN Issue Date: JUL 0 6 2015 ( '.� WEST ELEVATION - Project Date: SCALE: 1/4"=1'-0" SEP 2014 NORTH ELEVATION Scale: SCALE: 1/4"=1'-0" AS NOTED v _ Project# Drav,,n: Sheet 14028 EPH Bldg Dept copy from Z8A Job: Check: Final reviewed docL"Twnts A�5 ZBA File # "75C01 NAPPI KMP Date: / / ELEVATIONS • • " " SheetNotes: z Section R301 .2. 1 .2 Section R702 Section R905 Table 3 . 1 Nailing Schedule WFCM 2012 edition 0 Joint description I #of Common nails #of Box nails Nail Spacing 11301.2.1.2 internal pressure.Windows in buildings lo- TABLE R702.3.5 SECTION R905 ROOF FRAMING rated inwind boric debris regions shall have glazed MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD REQUIREMENTS FOR ROOF COVERINGS RAFTER TO TOP PLATE (TOE-RAILED) 3-8D 3-IOD PER RAFTER openings protected from wind-borne debris or the build- THICKNESS MAXIMUM MAXIMUM SPACING in Rllallhedesi nedasa entail enclosed tree- of SPACING OF OF FASTENERS R905.1 Roof covering application. Roof coverings&,'fall be g• t' partially g GYPSUM ORIENTATION OF FRAMING (Inches) applied in accordance with the applicable provisions of this GLNG JST TO TOP PLATE (TOE-NAILED) 5-8D 5-I0D PER JOIST !) cordance with the Building Code of Neiv YDrk State. BOARD GYPSUM BOARD TO MEM13ER3 SIZE of NAILS FOR APPLICATION Z Glazed opening protection for wind-borne debris shall (inches) APPLICATION FRAMING (Inches o.c. Screws&Nall.- TO WOOD FRAMING section and the manufacturer's installation instructions GLNG JST TO PARALLEL RAFTER (FACE-NAILEV) 4-160 4-400 EACH LAP O In Application without adhesive set tt►e requirements of Large Missile R905.2 Asphalt shingles.The installation of asphalt slingles U E 1996 and of ASTM E 1886 referenced therein. Ceilingd Perpendicular 16 7 12 13 gage, 1'/8 '4"long,19/64'head;0,098 shall comply with the provisions of this section. GLNG JST LAPS OVER PARTITIONS (FACE-NAILED) 4-I60 4-40D EACH LAP 3 diameter,] 14'long,annular-ringed;or 4d Exception: Wood structural panels with a mininutm cooler nail,0.080"diameter,0/8"[Ong,'132" COLLAR TIE TO RAFTER (PAGE-NAILED) 2-8D 2-IOD PER TIE thickness of 7/16 inch(I L I mm)and a maximum span wall Either direction 16 8 16 head. R905.2.1 Sheathing requirements.Asphalt shingles shall mm),fastened sufftcientl}to hold in place.End laps shall be 19 be fastened to solid] sheathed decks. offset b 6 feet(1829 mml. BLOCKING TO RAFTER (TOE-NAILED) 2-8D 2-I0D EACH END of 8 feet (2438 mm) shall be permitted for opening Ceiling Either direction 16 7 12 13 gage, 13/g*long, /64'head;0.098 y Y protection in one-and two-story buildings.Panels shall 1 Ceilingd Perpendicular 24 7 12 diameter.1114"long,annular Singed;5d15 R905.2.2 Slope.Asphalt shingles shall only be used unroof RIM BRD TO RAFTER (END-NAILED) 2-I6D 2-I6D EACH END be precut to cover the glazed openings with attachment /- wall Either direction 24 g 1� cooler nail,0 096 diameter,] /8"long. 164" slopes of two units vertical in 12 units horizontal t2:11 or R905.2.7.1 Ice protection. In areas where the average WALL FRAMING hardware provided. Attachments shall be provided in head,or gypsum board nail,0.086 diameter, ., ) daily temperature in January is 25°F (-4`C) or less or Walt Either direction 16 8 16 IS/8"long,9/z head. greater.For roof slopes from two units vertical in 12 units � accordance with Table R301.2.1.2 or shall be designed 8. 3 " 7 � when Table R301.2(I)criteria so designates,an ice bar- TOP PLAT E TO TOP PLATE (PAGE-NAILED) 2-I6D *I 2-IbD *I PER FOOT Wto resist thecomponents and cladding loads determined Ceiling Either direction 16 7 12 13 gage,I5/8"long,19/64"head;0.098 horizontal(2:1�)up to four units vertical in 12 units hori- CL in accordance with the provisions of the Building Code Ceilin 6 Perpendicular 24 7 12 diameter,13/8'long,annular-ringed;6d zontal(4:12),double underlavment application is required Tier that consists of a least two layers of underlayment ce- p g g rp mented together or of a self-adhering polymer modified TOP PLATES AT INTERSECTIONS (PAGE-NAILED) 4-I6D 4-I6D JOINTS-EACH SIDE " CENel l'o� rkStnlc. 51e cooler nail,0.092 diameter,)7/8"tong,]/4" in accordance with Section R905.2.7. Y Wall Either direction 24 8 12 head;orgypsum board nail,0.0915 diameter, bitumen sheet, shall be used in lieu of normal STUD TO STUD (FACE-NAILED) I-IbD 1-40D 24" O.G. R301.2.1.3 Wind speed conversion. When referenced Wall Either direction 16 8 16 17/8"long,1%4"head. R905.2.3 Underlayment.Unless otherwise noted,required underlayment and extend from the eave's edge to a point documents are based on fastest mile wind speeds, the Application with adhesive underlayment shall conform with ASTM D 226,Type T,or at least 24 inches(610 mm)inside the exterior wall line HEADER TO HEADER (FACE-NAILED) I6D I6D I6" O.G. EDGES three-second gust wind velocities of Figure R301.2(4) 3 Ceilingd Perpendicular 16 16 16 3 ASTM D 4869,Type I- of the building. TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-IbD 2-40D PER STUD U shall be converted to fastest mile wind velocities using /g Same as above for /8"gypsum board Watt Either direction l6 16 24 Self-adhering polymer modified bitumen sheet shall z Table R301,2.1.3. g po y Ceiling Either direction 16 16 16 comply with ASTM D 1970. Exception: Detached accessory structures that con- EENNDJST OR BLOCKING (FACE-NAILED) 2-I6D *1,2 2-IbD *1,2 PER FOOT 0 t 5 d Same as above for 1/2'and s/S"gypsum fain no conditioned floor area. Q /2 or /8 Ceiling Perpendicular 24 i2 16 boarcl,respectively R905.2.4 Asphalt shingles. Asphalt shingles shall have FLOOR FRAMING TABLE R301.2.1.2 Watt Either direction 1 24 16 1 24 1 self-seal strips or be interlocking,and comply with ASTM m WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE P g. PY R905.2.7.2 Underlayment and high wind. JST TO SILL, TOP PLT OR GDR (TOE-NAILED) 4-8D 4-I0D PER JST FOR WOOD STRUCTURAL PANELSa,b.c,d Two Ceiling Perpendicular 16 16 16 Base ply nailed as above for 1/2"gypsum D 225 or D 3462. Underlayment applied in areas subject to high winds FASTENER SPACING 3/g layers F77k,nil Either direction 24 24 24 board;face ply installed with adhesive [greater than I 10 mph(I77km/h)per Figure R301.2(4)] BRIDGING TO JOIST (TOE-NAILED) 2-8D Z-IOD EACH END 4 foot 6 foot For SI: I inch=25.4 Tom. R905.2.5 Fasteners.Fasteners for asphalt shingles shall be galvanized steel shall be applied with corrosion-resistant fasteners in ac- FASTENER Panel span <panel span <panel span e•For application without adhesive,a air of nails spaced not less than 2 inches apart or more than 21/2 inches apart may be used with the air ornails spaced g stainless steel,aluminum or copper roof- BLOCKING TO J015T (TOE-NAILED) 2-8D 2-100 EACH END s 4 foot s s foot s 8 toot r r P P Y P P cordance with manufacturer's installation instructions. TYPE 12 inches on center ing nails,minimum 12 gage[0.105 inch(2.67 mm)]shank Fasteners are to be applied along the overlap not farther 21/2"46 16" 12" 9" b.Screws shall be Type S or IN per ASTM C 1002 and shall be sufficiently long to penetrate wood framing not less then 5/8 inch and metal framing not less than with a minimum'/a-inch(9.5 mm)diameter head,ASTM F pp g p BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-I6D 4-IbD EACH BLOCK apart than 36 inches(914 mm)on center. Wood screws 316 inch. 1667,of a length to penetrate through the roofing materials LEDGER STRIP TO BEAM (PAGE-NAILED) 3-I6D 4-I6D EACH JST W 21/2"#8 " 16" l2" ere the Where metal framing is used with a clinching design to receive nails by two edges ofinetal,the nails shall be not less than its inch longer d+an the gypsum board and a minimum of 3/,inch(19.1 mm)into the roof sheath- IY 16 Wood screws thickness and shall have ringed shanks.Where the metal framing has a nailing groove formed to receive the nails,the nails shalt have barbed shanks or be 5d, ing.Where roof sheathing is less th 3/ inch(19.' mm) R905.2.8 Flashing.Flashing for asphalt shingles shall com- JST ON LEDGER TO BEAM (TOE- NAILED) 3-80 5-I0D PER JST 131/2 gage,1318 inches long,15164-inch head for 1/2-inch gypsum board;and 6d,13 gage,17/g inches long,15/(A-inch head for 3/8-inch gypsum board. g g an e Fur SI; I inch = 25.a mm, I foot = 304-8 tom, 1 pound = 0.454 kg, thick, the fasteners shall penetrate through the sheathing. ply with this section. O 3-IbD 4-I6D PER JST 1 mile per hour-1.609km/h. d.Threc-eighths-inchdhicksingle-plygypsumboardshall not be textured finish is BAND J5T TO JST (END-NAILED) cxl_ support insulation above a ceiling.On ceiling applications to receive a water-based texture material,either hand or spray applied,the gypsum board shall be Fasteners shall comply with ASTM F l b67. n.This table is based on 110 mph wind speeds and a 33-foot mean roofheight. applied perpendicular to framing when applying a water-based texture material,the minimum gypsum board thickness shall be increased from 31S inch to R905.2.8.1 Base and cap flashing.Base and cap flash- BAND JST TO SILL OR TOP PLATE (TOE-NAILED) Z-I6D *1 5-IbD PER FOOT b.fasteners shall be installed at opposing ends of the wood structural panel. 112 inch for 16-inch on center framing,and from 1/2 inch to 5/a inch for 24-inch on center freming or i/2-inch sag-resistant gypsum ceiling board shall be used. R905.2.6 Attachment.Asphalt shingles shall have the min- ing shall be installed in accordance with manufacturer's ROOF SHEATHING e.I ype X gypsum board for garage ceilingsbeneath habitable roomsshall be installed perpendicular tothe ceiling framing and shall be fastened at maximum Vo.c. imum number of fasteners required by the manufacturer. d. where screws are attached to masonry or masonrylstucco,they shall be by minimum 17/6"6d coated nails or equivalent drywall screws. installation instructions. Base flashing shall be of either attached utilizing vibration-resistant anchors having a minimum ultimate For normal application,asphalt shingles shall strip secured to corrosion-resistant metal of minimum nominal the roof with not less than four fasteners per strip shingle or STRUCTURAL PANELS 8D IOD 6" EDGE / 12" FIELD withdrawal capacity of490 pounds. 0.019-inch(0.483 mm)thickness or mineral surface roll two fasteners per individual shingle. Where the roof slope roofing weighing a minimum of 77 pounds per 100 >- exceeds 20 units vertical in 12 units horizontal(20:12),spe- , DIAGONAL BRD SHEATHING elf, cial methods of fastening are required. For roofs located square feet (3.76 kg/m ). Cap flashing shall be corro- z where the basic wind speed per Figure R301.2(4) is 110 Sion-resistant metal of minimum nominal 0.019-inch 1"Xb" OR 1"X8" 2-8D 2-IDD PER SUPPORT mph(177 km/h)or greater,special methods of fastening are (0.483 mm)thickness. 1"XIO" OR WIDER 3-8D 3-I01? PER SUPPORT 2: required.Special fastening methods shall be tested in accor- CEILING SHEATHING dance with ASTM D 3161,modified to use a wind speed of R905.2.8.2 Valleys.Valley linings shall be installed in � Section R703 110 mph(177 km/h). GYPSUM WALL BOARD 50 COOLERS 5D COOLERS -►" EDGE / 10" FIELD accordance with manufacturer's installation inswetions CL TABLE R703.4 before applying shingles.Valley linings of the following WEATHER-RESISTANT SiDiNG ATTACHMENT AND MINIMUM THICKNESS Shingles classified using ASTM D 3161 are acceptable types shall be permitted: WALL SHEATHING TYPE OF SUPPORTS FOR THE SIDING MATERIAL AND FASTENERS for use in wind zones less than 110 mph.Shingles classified using ASTM D 3161 modified to use a wind speed of 110 1. For open valley(valley lining exposed)lined with STRUCTURAL PANELS 8D IOD b" EDGE / 12" FIELD F°'m mph are acceptable for use in all cases where special fasten- metal,the valley lining shall be at least 24 inches NOMINAL SHEATHING woosawood Flt»reo.rd Gypsum plsetk P P Pe Y g FIBERBOARD PANELS THICKNESS' JOINT PAPER structural par+el sheath"bKo eheathing lMo sheathing Direcl to Nurnbw or spacing ing is required. (6 10 mm)wide and of any of the corrosion-resis- - SIDINGMATERIAL ftnchm) TREATMENT REQUIRED sheathtnp stud stud Into stud studs of cant metals in Table R905.2.8.2. 6D 05 5" EDGE / 6" FIELD R905.2.7 Underlayment application.For roof slopes from 0.120 nail 0.120 nail 0.120 nail 0.120 Not 2. For open valleys,valley lining of two plies of min- 25/52" 8D "5 - 5" EDGE / b" FIELD 0.019' Lap No I'/,"tong 2"tong 2"tong nail' allowed two units vertical in 12 units horizontal(17-percent slope), eral surface roll roofing,complying with ASTM D Without up to four units vertical in 12 units horizontal(33-percent GYPSUM WALL BOARD 50 COOLERS 50 COOLERS I" EDGE / ID" FIELD Horizontal insulation 0.120 nail 0.120 nail 0.120 nail 0.120 Not Same as stud slope),underlayment shall be two layers applied in the fol- 249,shall be permitted.The bottom layer shall be aluminum 0.024 Lap No 1'/,"long 2"ion 2"long nail' allowed spacing lowing manner. Apply a 19-inch (483 mm) strip of 18 inches(457 mm)and the top layer a minimum HARDBOARD 8D 8D b' EDGE 12 FIELD Willi 0.120 nail 0.120 nail 0.120 nail 0.120 0.120 nail underlayment felt ara11e1 with and stanin at the eaves,fas- of 36 inches(914 mm)wide. O.Ot9 Lap No , , " , , Y p g PARTICLEBOARD PANELS 8D 8D b" EDGE / 12" FIELD insulation III,"long 2/"Ion 2/, long nail_ 1/,"long tened sufficiently to hold in place.Starting at the eavve,apply 3. For closed valleys(valley covered with shingles), Brick vencer 36-inch-wide (914 mm) sheets of underlayment, overlap- valley lining of one ply of smooth roll roofing DIAGONAL BOARD 5HEATHING Concrete masonry 2 Section R703 Yes(Note m) See Section R703 and Figure R703.7'' ping successive sheets 19 inches (483 mm), and fastened complying with ASTM D 224 Type 1I or Type III 1"Xb" OR I"X8" 2-BD 2-IOD PER SUPPORT veneer sufficiently to hold in place. For roof slopes of four units and at least 36 inches(914 mm)wide or valley lin- 42) ab Hardboard' Tli6 Note g See R703.2 Note o Note o Note o Note o Note o 6"panel edge' vertical in 12 units horizontal(33-percent slope)or€,.rater, ing as described in Items i and 2 above shall be I"XIO" OR WIDER 3-8D 3-I0D PER SUPPORT N Panel siding-vertical 12"inter.su underlayment shall be one layer applied in the following permitted. Specialty underlayment complying C) manner. Underlayment shall be applied shingle G ,hion, with ASTM D 1970 may be used in lieu of the lin- FLOOR SHEATHING rHardboard'Siding T/+6 Note g See R703.2 Note q Note q Note q Note q Note q Same as stud parallel to and starting from the eave and lapped 2 inches(51 ing material. STRUCTURAL PANELS n vertical � spacing z Hardboard' 7/16 Note r Yes Note q Note q Note q Note q Note q 2 per bearing TABLE R905.2.8.2 I" OR LESS SD IOD 6" EDGE / 12" FIELD N Lap-siding-horizontal VALLEY LINING MATERIAL TABLE R905.7.4 WOOD SHINGLE MATERIAL REQUIREMENTS GREATER THAN I" IOD I60 6 11 EDISE / b" FIELD 0.113 nail 1'/" 0.113 nail 211" 0.113 nail 0.113 Not Same as stud MINIMUM Steel' 29 a. La No rStaple + a nail' APPLICABLE O g P Staple-I/�" -2/," _ , , allowed spacing THICKNESS WEIGHT MATERIAL MINIMUM GRADES GRADING RULES DIAGONAL BOARD SHEATHING Sts le-2/" Staple MATERIAL (Inches) GAGE (pounds) Wood shingles of Cedar Shake and I1X6" OR i11X8" 2-SD 2-I0D PER SUPPORT Stone veneer 2 Section R703 Yes(Note m) See Section R703 and Figure R703.76 ASTM B370, 1,2 or 3 0.0216 natural] durable wood Shingle Bureau 1"XIO" OR WIDER 3-8D 5-IDD PER 5UPPORT 6d box nail, Cold-rolled copper -- 16 oz.per '/a-'/r Note g Note g 6d box nail 6d box nail 6d box nail box nail' 3/a not 6"panel edge nominal square foot R905.7.5 Application.Wood shingles shall be installed ac- *I NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHING NAILED b INCHES ON CENTER AT THE EDGE. Particleboard panels allowed 12"inter.sup. cordin to this cha ter and the manufacturer's installation " C ASTM B101, g p IF WALL SHEATHING IS NAILED 9 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR C '/ Note g Note g 6d box nail 8d box nail 8d box nail box nail' 6d box nail 0.0216 _ instructions.Wood shingles shall be laid with a side lap not CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE Lead-coated copper nominal 16 oz.per less than I'/,inches(38 mm)between joints in courses,and CONNECTORS, SUCH AS SHEAR PLATES , SHALL BE USED TO MAINTAIN THE LOAD PATH. v Plywood panel r/ + " 0.113 0.099 uare foot no two joints in any three adjacent courses shall be in direct t Note g Note g 0.099 nail-2" 0.113 nail-2/, 0.099 nail-2" 6"on edges �o (exterior grade) nail nail-2" 2 WHEN WALL 5HEATHIN6 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS ASTM B370, alignment.Spacing between shingles shall not be less than 0.120 nail I'/" 0.120 nail T 0.120 nail 2' 0.12o Not Same as stud 0.0162 SHALL BE PERMITTED TO BE REDUCED TO I-I6D NAIL PER FCOT. Vinyl siding* 0.035 La No r " , " + " nail' High-yield copper - 12 oz,per I/,inch to'/a inch(6.4 mm to 9.5 mm).Weather exposure for Y g P Staple-I 1. Staple-2/, Staple-2/, t allowed spacing nominal square foot wood shingles shall not exceed those set in Table R905.7.5. +« v Staple g 9 CORROSION RESISTANT II GAGE ROOFING NAILS AND Ib GAGE STAPLES ARE PERMITTED, Fasteners for wood shingles shall be corrosion-resistant CHECK IBC FOR ADDITIONAL REQUIR>=MENTS. N Wood`Rustic,dro r/ Min Lap No Face nailing up to ASTM B 101, 1 ' 6"widths,I nail Lead-coated 0.0162 - with a minimum penetration of /2 inch(12.7 mm)into the Shiplap 19/, Average 0.113" per bearing:g" high-yield copper nominal 12 oz.per sheathing. For sheathing less than I/, inch (12.7 mm) in Revisions: Lap No Fastener penetration into stud-I" nail-2/, widths and over, s square foot thickness,the fasteners shall extend through the sheathing. Bevel '/ Staple-2" 2 nails per - _ Wood shingles shall be attached to the roof with two fasten- ALL t7RArt,Ns5.5�'EGIPIGATic,t AND GCF_5 rioz rf r."!s fD BY THE A_-_-HiTEGT ARE AND�+aLL REMAIN Aluminum 0.024 g THE FR'1F,RT'r OF The ARGH(TECT THEY 41;E To EE V=ONLY MTH RESPECT TO TI+15 F_ROXe T AND ARE Butt tip 3/16 Lap No bearing ers per shingle,positioned no more than 3/,inch(19.1 mm) NOT TO EE t):ED ON 0.\7 OTHER PRO.EGT %',M lr-4CN CR C+5TRlMICN TO VL-T OFFICIAL n6i LATORT - 0 4d Stainless steel 28 - from each edge and no more than l inch(25.4 mm)above I VeLfCATI N I FOR OT04R P rK_A=S N CTS&C-1 WITH THE PYR* 15 NOT aE 8E GOr15T K1 AS N 6"OC on edges, ^ fUELtGATtON IN pEROgATION C�TP'E PRE--EGTS GC`^vN LAM GOPYRISHT OR OT+-ER RE`�ERVFD RISHTS, Fiber cement panel s/ Yes 6d corrosion 6d corrosion 6d corrosion - corrosion 12"t>c on 26(zinc - the exposure line. Section R4 O2 - siding' I6 Note t Note y resistant nail" resistant nail" resistant nail' resistant Galvanized steel 0.0179 s nail' intermed.studs coated G90) b - - 05. .5 � 6d corrosion Zinc alto 0.027 W000 SHINGLE WEATHER EXPOSURE AND ROOF SLOPE Fiber cement lap siding sill Note w Yes fxl corrosion 6d corrosion" 6d corrosion _ resistant Note It - - 21/ EXPOSURE(Inches) Note resistant nail' resistant nail' resistant nail' , Lead Proposed Addition Alteration nail TABLE R402.2 • Painted tame - - 20 ROOFING LENGTH 9:12 pitch to 4:12 pitch or For St: 1 inch=25.4 mm. MATERIAL (inches) GRADE <4:12 steeper MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE a. Based on stud spacing of 16 inches on center Where studs are spaced 24 inches,siding shall be applied to sheathing approved for that spacing. For SI: 1 inch=25.4 trn.1 pound=0.454 kg. No. 1 33/ 5 MINIMUM SPECIFIED COMPRESSIVE STRENGTHa(V) Nappib. Nail is a general description and shall be T-head,modified round head,or round head with smooth or deformed shanks. C. Staples shall have a minimum crown width of 7/16-inch outside diameter and be manufactured of minimum No.16 gage wire. R905.Z.8.3 Crickets and saddles. A cricket or saddle 16 No.2 31/ 4 Weathering potential d. Nails or staples shall be aluminum,galvanized,or rust-preventive coated and shall be driven into the studs for fiberboard or gypsum backing. shall be installed on the ridge side of any Chimney greater TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION Negligible Moderate Severe Residence than 30 inches(762 mm)wide.Cricket or saddle cover- No.3 3 3! Basement walls, foundations and other concrete not ex osed e. Aluminum nails shall be used to attach aluminum siding. p 2,50U 2,500 2,SOOc e s f. Aluminum(0.019 inch)shall be unbacked only when the maximum panel width is 10 inches and the maximum flat area is 8 inches.The tolerance for aluminum in s shall be metal or of the same material as the No. 1 41/ 51/ to(lie weather 5 218 Peeo n i e Bay Boulevard siding shall be+0.002 inch of the nominal dimension. g Shingles of I Basement slabs and interior slabs on grade,except garage COOP COVerin natural) durable 18 No.2 4 4/ g. l f boards or panels are applied oversheathing or a weather-resistant membrane,joints need not be treated.Otherwise,vertical joints shall occur at studs and be cov- $ wtxld Y 2,500 2,500 2,500cfloor slabsLaurel, New York 11948 ered with battens or be lapped. R905.2.8.4 Sidewall flashing.Flashing against a verti- No.3 31/2 4 Basement walls, foundation walls,exterior walls and other It.All attachments shall be coated with a corrosion-resistive coating. cal sidewall shall be by the step-flashing method. No. 1 53/ 71/ vertical concrete work exposed to the weather 2,500 3,000 3,040d i. Shall be of approved type. --- j. Thirce-eighths-inchplywoodshall not be.applied directly to studs spaced greater thin 16 inches on center when long dimension is parallel to studs.One-half-inch R905.2.8.5 Other flashing. Flashing against a vertical 24 No.2 51/2 61/ Porches,carport slabs and steps exposed to the weather,and 2,500 3,000d•e 3,SOOd,e plywood shall notbe applied directly to studs spaced greater than 24 inches on center.'ntestud spacing shall not exceed the panel span rating provided by the manu- front wall,as well as soil stack, vent pipe and chimney No.3 5 51/ garage floor slabs ^� facturer unless the panels are installed with the face grain perpendicular to studs or over sheathing approved for that stud spacing. flashing, shall be applied according to asphalt shingle LPA Architects, LLP pp $ p $ For SI: t pound per square inch=6.895 kPa. k.Woodboard sidings applied vertically shall be nailed to horizontal nailing strips or blocking set 24 inches on center.Nails shall penetrate 1.5 inches into studs,studs Forst: l inch=25.41nm. 1 and wood sheathing combined,or blocking.A weather-resistant membrane shall be installed weatherboard fashion under the vertical siding unless the siding manufacturer's printed instructions. a.At 28 days psi. boards are lapped or battens are used. R905.7.6 Valley flashing. Roof flashing shall be not less b.See Table R301.2(1)for weathering potential. A R C H I T E C T U 1, E P I A N N I N G 1. Hardboard siding shall comply with AHA A135.6. than No.26 gage[0.019 inches(0.48 mm)]corrosion-resis- c.Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete in accordance with Footnote d. w w w. I p a - p I a n s . C O ni m.For masonry veneer,a weather-resistant membrane or building paper is not required over water-repellent sheathing materials when a I-inch air space is provided R905.7 Wood shingles.The installation of wood shingles shall tant sheet metal and shall extend 10 inches(254 mm)from d.Concrete shall be air entrained.Total air content(percent by volume of concrete)shall not be less than 5 percent or more than 7 percent. between theveneerandthesheathing.When the I-inch space is filled with mortar.a weather-resistant membrane or building paper is required over studs or sheath- comply With the provisions of this section. ing P Y P the centerline each way for roofs having slopes less than 12 units vertical in 12 units horizontal(100-percent slope),and e.See Section R402.2 for minimum celnelit content. Lemmen Paul Associates,Architects LLP n. Vinyl siding shall comply with ASTM D 3679. R905.7.1 Deck requirements. Wood shingles shall be in- o, Minimum shank diameterof0.092 inch,minimum bead diameter of0.225 inch,and nail length must accommodate sheathing and penetrate framing l.5inches. stalled on solid or paced sheathing.Where spaced sheath- 7 inches mm)from the centerline each way for slopes Tel: 631 599 2914 Fax: 631 589 6935 x"tO"C4'bi 21 Greeley Avenue Sayville,NY 11782 p. When used to resist shear for ,the spacing must be 4 inches at panel edges and 8 inches on interior supports. of 12 unitiss vertical in 12 units horizontal and greater.SeC- T form, q. Minimum shank diameterofO.099 inch,minimum head diamcierofO.240 inch,and nail length must accommodate sheathingand penetrate framing 1.5 inches. ing is used,sheathing boards shallnot belessthan 1-inehby tions of flashing shall have an end lap of not less than 4 Ipa-plans.com i } r. Vertical end joints shall occur at studs and shall be covered with a joint cover or shall be caulked. 4-inch(25.4 mm by 102 mm)nominal dimensions and shall inches(102 mm). s. Fiber cement siding shall comply with the requirements of ASTM C 1186. be spaced on centers equal to the weather exposure to coin- 1. see Section R703.10.1- cide with the placement of fasteners. u.Minimum 0.102 inch smooth shank,0.255 inch round head. R905.7.7 Label required.Each bundle of shingles shall be UNAUTHORIZED ALTERATION R905.7.1.1 Solid sheathing required.In areas where , v. Minimum 0.099 inch smooch shank,0.250 inch round head. gidentified by a label of an approved grading or inspection OF ANY ITEM ON THIS CC....I*-IeNT � w sue section R703.to.z. the average daily temperature in January is 25°F(-4°C) bureau or agency. x. Face nailing:2 nails at each stud.Concealed nailing:one 1 I gage 11/ al v.roofing nail 0.371 inch head diameter,0.120 inch shank or 6d a1v.box nail at each 15 A VIOLATION O� A y g g 8 g 28 8 ( > s or less,solid sheathing is required on that onion of the N=_�t YVRK STAT[L�v ��, rulF.r stud. $ � p , y. See`section i 63.3,Exceptions. roof requiring the application of on ice shield, Issue Date: 'a z. Minimum nail length must accommodate sheathing and penetrate framing 1.5 inches. R905.7.2 Deck slope.Wood shingles shall be installed on r r, slopes of three units vertical in 12 units horizontal(25-per- i TABLE R703.5 2 cent slope)or greater. Project Date: a MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLSO-0 R905.7.3 Underlayment.In areas where the average daily2014 ��- SEP (Dimensions are In Inches) temperature in January is 25°F -4°C)or less,or when Table `pj \,�23976 �V p �3' ( Scale: �..�` LENGTH EXPOSURE FOR SINGLE COURSE EXPOSURE FOR DOUBLE COURSE R301.2(1)criteria so designates,an ice barrier that consists Shingles' - of at least two layers of underlayment cemented together or AS NOTED 16 71/2 121, of a self-adhering polymer modified bitumen sheet, shall 18 81/2 14c extend from the eave's edge to a point at least 24 inches(6 10 Project# DI awn: Sheet 24 111/ 1 16 mm) inside the exterior wall line of the building. 14028 EPH Shakes Underlayment shall conform with ASTM D 226,Type I. 18 8'/2 14 Bldg Dept copy from ZB�A lob: hetl<: Cm-- 24 111/2 18 Exception: Detached accessory structures that contain Final reviewed docurnertts NAPPI Km Date: For ST: I inch=25.4 mm. no conditioned floor area. ZBA File ar Date: / !� a. Dimensions given are for No.I grade. b. A maximum 10-inch exposure is permitted for No.2 grade. CODE REQUIREMENTS c. A maximum I I-inch exposure is permitted for No.2 grade. El Sheet Notes: z O j111 INSTALLED IN SOLID POST ACCORDANCE E30AVqITH CHAPTER '7'7 (INTERIOR) � SIMPSON HDU5 HOLDOWN cn e z 5/5" THREADED GYPSUM WALL BOARD INSTALLED IN 0 n C ROD THROUGH BLOCKING HEADER I&D NAIL 0 24 O.G. ACCORDANCE WITH CHAPTER '7 11A X EACH BAY o 0 11 I1T I&D NAIL 0 24" D.G. WOOD STRUCTURAL PANEL JOIST N EACH JOIST INSTALLED IN ACCORDANCE } ' �( WITH TABLE R602.3.1(I) 8D NAIL 0 6" O.G. ON ALL FRAMING w 1 1/4" 20 GA GALV I MEMBERS AT PANEL EDGES AND 12 O.G. � i � �� INSTALLED N ACCORDANCE �� STRAPPING EAGN i SD NAIL 0 6 O.G. ON ALL FRAMING MEMBERS NOT AT WITH TABLE R602.3.!(I) cY JOIST �.j� (ALL PANEL EDGES) PANEL EDGES ° i GP�•�\ 80 NAIL 0 12" O.G. ON ALL °a i SIMPSON HDU5 FRAMING MEMBERS NOT AT P ° ' PANEL EDGES i. • :' HOEDOWN � o Z Q SOLID P05T a OUTSIDE CORNER DETAIL b INSIDE CORNER DETAIL m ER HDU HOLDOWI�T HDU �CA�NTILEVERTYPICAL CANTILEV 5EXTERIOR CORNER FRAMING 1 NO SCALE NO SCALE SCALE:1"=1'-0" SCALE: 1"=F-0" WFCM 2012 tr, V) w I>z OGOF:NER POST 0 STU 1/2" BEARING PLATE SIMP50N H2 SIMPSON HDU5 HOEDOWN HURRICANE TIES Connector Schedule MT5 30 0 16" O.G., PROVIDE MIN 12" MIN I _ 3-IOD BOX NAILS 0 EAGH END OF ---------- SUBI=LOOR TYP. STUD STRAP MEMBER WIDTH CONNECTOR - — STRAP INTO STUD P �+ EACH STUD t::::Z�SEE FLOOR TO 1 1 1/2" (2X LUMBER) L55U210 100 Z FLOOR DETAIL X 4 2 1/2" (WI 40, 60) L5SUH3IO I 3 1/2" MI 80) L55U4310 f SEE ARCHITECTURAL 5HEET5 FOR 5PEGIFIG DIM. 4 DETAILS 1 1/2" (2X LUMBER ) THA218 y � 1 LU I E--- FLOOR FRAMING a1 2 1/2" (WI 40, ry 5/8 THREADED ROD - 6O) IUT314 � � TUSGAN COLUMN 3 I/2" (WI 80) IUT416 AS MFG'D BY HSdG "REFER TO THIS SCHEDULE FOR TYPICAL CONNECTIO�) II SEE PLANSNFOR ALL SOTHER CONNE NOTED CTIONS. 12" MIN II 1/2" THREADED ROD nRafter to Wall GUT RAFTER TO ALLOW FOR x SEE NOTES AT II TYPICAL FOR ALL TO BOX NG TO BE NAILED TOP PLATES RIGHT CEILING CONDITIONS Roof (cold frame SIMPSON HDU5 HOLOOWN ' CNN COUPLER NUT Ili ANCHOR BOLT (5AB) / I \1 C520 COILED STRAPPING- WOOD DECKING �\ / PROVIDE W-8D COMMON SEE ARCHITECTURAL / NAILS 0 EACH RAFTER. SHEETS LOCKING-�I'I roP44 LDOWN FOR FLOOR TO FLOOR ""'� GONG. STOOP ZZ 2 TKOif ;SCALE: 1"=1'-O" ti I EXTEND ANCHOR II MIN. EMBEDMENT CONNECTOR A BOLT THROUGH BLOCKING II r SEE 50HEDULE MT5 20 0 16" O.G., PROVIDE MIN i II OR GIRDER BELOW 3 ROD BOX NAILS ( EAGH END OF a Rim STRAP INTO STUD (TYP 0 EACH STUD) 0 , GRADE G '`DE GUT RAFTER TO ALLOW FOR � () MIN. EMBEDMENT nRafter to Ridge TOEXNG TO BE NAILED N o '\G�AT VAULTED CEILINGS \\\ OR RIDGE BEAM ONLY L \ - Porch Slab o \\ � 4 b \ TYP. DOUBLE-HUNG WINDOW _0 CONNECTOR A ° TYPICAL PORCH HOLDOWN-HEADER SEE SC CONNECTORHED U B SEE SCHEDULE ` SEE SCULE Roof SCALE: 1" 1 "� j THREADED ROD, HOEDOWN SYSTEM AS MFG'D BY SIMPSON _ / , �TRUGTURAL � „ � 4 Revisions: ALL DRAWIN$5,SPECIFICATIONS AND CO''ES THEREOF rRNIS✓W BY THE ARCHIT[CT ARE AND SHALL REMAIN „, WOOD PANEL ! MT5 30 ® I6" D.G., PROVIDE MIN THE PROPERTY OF THE ARcwTEc7 P+Y ARE TO BE V5-0 ONLY WITN RESPECT TO THIS FRO ICT X10 ARE 3-IOD BOX NAILS 0 EACH END OF NOT TO BE t6fv ON ANY OTHER PROJECT 5.5M'5$ION CR DI$TRI!JJTION TO MEET OFFICIAL REGLLATORY / � �;:,' ''a;i ROOF FRAMING REC%ARENENT$OR FOR OTHER RRpO:ESv CONNECTION ItlTN THE PROJECT I$NOT TO BE CONSTRUED AS /i/ ' j.: STRAP INTO STUD (TYP 0 EACH STUD) • OR OTHER RESERVED RI T5. %i RSLICATION IN DERCdAT10N OF THE AG��ITEC75 COv�'"1 LAW COPYRIGHT 6H o OUBLE TOP PLATE Joist to Ledger 4 Ra ter to Ledger ;;; ;;%/ E-2 1/2" #6 WOOD SCREWS TYP REQ'D CONNECTORS /., .�,; ii,. ,; .' /. / - %. 0 I6" O.G. VERTICALLY 5 SHEET RG-I 01.2.1.2 ) ,, '� � (SEE TABLE R3 ON RG-I Proposed Addition/Alteration CONNECTOR B SCHEDULE SEE Nappi 2 1/2" #6 WOOD SCREWS RIPPLE I NI - Residence 0 I&" O.G. HORIZONTALLY STUDS 1 2.1.2 ON RG-I) 5218 Peconic Bay Boulevard (5EE TABLE R30 I I CONNECTOR A 1 2nd Floor . ALL SCREWS TO BE SECURED SEE SCHEDULE Laurel, New York 11948 TO FRAME OF WINDOW. PANELS 1 TO BE GUT TO MATCH EXTERIOR 5 LSTA 21 BOTH Joist to Header 6 Rafter to Header_ FRAME DIMENSIONS. 51 DE5 LSTA 21 STRAP TER DETAIL EACH SIDE OF LPA Architects LLP STORM SHUT GARAGE HDR HEADER STUDS EXTERIOR WALL SHEATHING 3 ARCHITECTURE PLANNING "= V-O'� HDU5 SHEARWALL CONNECTI N DET ILS W W,,,,. I a - I a n s . c o m SCALE. 1/2 1 HEADER STUDS HOEDOWN A5 SCALE: 1"=F-0" *UPLIFT CONNECTIONS NOT P P G520 COILED INDICATED ON 5HOWN FOR CLARITY STRAPPING PLANS I G5 20 COILED STRAPPING ® 16" O.G.VERTIGAL, PROVIDE MIN Lemmen Paul Associates,Architects LLP NO UPLIFT I 3-IOD BOX NAILS 0 EACH END OF 21 Greeley Avenue Sayville,NY 1 1782 HDU5 5HF-ARWALL CONNECTION STRAP INTO STUD (TYP 0 EACH STUD), Tel: 631 589 2914 Fax: 631 589 6935 •° `'' HOLVOWN A5 REQ'D I (SEE DETAIL AT LEFT) Ipa-plans.com Z may, INDICATED ON ~O PLANS ----T-==- r*=== I S 8„ 8„ ¢2" MIN. 1 t 1 STEEL FLITCH PLATEW 11 I I + I TERMITE SHIELD OVER O.G ION 0•G O.G 11 t I SILL SEALER _OF ANY ITEM RON THI5 DCIZED .:'-IENT T^ S5TB 16 (1/2" VIA, *7" MIN EMBEDMENT) W/ 3"X3" Ca,ED 1 1 I I IS A VIOLATION O` 55TBLI6 EACH 51DE n Z " NEW YORK STATE L�/y OF OPENING d - = I-4 GRADE 50 BEARING PLATES 0 36 O.G. (I STORY) MIN �5 1/2 CASE HARDENED EVERY CORNER `��! BOLTS WITH SELF a t- " " Issue Date: � ANCHOR BOLTS SHALL BE LOCATED WITHIN z " 12 OF EACH PLATE SECTION d WITHIN 12 OF JUL 0 6 2015 n EACH CORNER. PROVIDE ANCHOR BOLTS 0 '` 1 O D N LOCKING NUTS 2 AT Y EACH 51DE OF CELLAR WINDOWS. ALL ANCHOR EACH END LINE OF GARAGE p Q FOUNDATION BOLTS TO BE HOT DIPPED GALVANIZED. Project Date: 0 2X_ NOMINAL LUMBER G520 COILED STRAPPING G520 COILED STRAPPING 1st Floor & Sill Dwelling, 02397� e- 1/2" CASE HARDENED I/4" STEEL BEARING PLATE Gara e _ ELEVATION (alSILL TYPICAL WIND UPLIFT CONNECTION Scale: '`M1 .;o�� ' BOLTCi WITH SELF - ...._.-- LOCKING NUTS AT AS I6 SCALE: 1"=1'-0" SCALE: 1"=1'-0"" O.G. STAGGERED SOLID WOOD PO Project# Drawn: Sheet UPLIFT COTINECTIONS WALL OPENINGS (SEE DETAIL AT LEFT FOR GARAGE CONDITION) -2 PER RESIDENTIAL CODE OF NEW PORK STATE REFERENCE: 14028 EPH -2001 EDITION, AN51 / AFtPA WFCM-2012 JYPICAL STEEL FLITCH PLATE SECTION 3 2 24 - SCALE: 1/2"-1'-0" Bldg Dept copy from ZSA Job: Check: RCmm2 SCALE:1"=1'-0" -ALL STRAPPING TO CONSIST OF MIN. 20 GAUGE 1 1/4" WIDE ZBA reviewed documents NOTE: GRADE 33 ASTM A653 STEEL STRAP. Date: UPLIFT $ NAPPI I<MP UPLIFT COONS ATOM 19 pE STUDS AN AT D EACH TOP AN OF HEADER TTOM OF CRIPPLES TTOM OF HEADER STUDS IN ADDITION TO "SIMPSON STRONG NUMBERS INDICATED ON GONNEGTORS"THIS DETAIL REFER TO CODE DETAILS -ALL CONNECTORS A5 MANUFACTURED BY "SIMPSON" i �GoN GCE I w LLJ i I i I• O Co OF O OHS II c� o ORMEF�� I sr NOYd oR F $$ g, �PNO W� j 3 I FE.Q.3'S n o 3 O I 0.6E {- � w 00 Ga�GS Q�Q a � O a Q) 6P`LPN I Ln W t2 Q a j �$ I 8.5' FE.1.0 "Oil � , Z o �o �� o�� v��$ _ z z -o. I � O i.,w 0 Z J1bJ z z a' o w a W O �$ U v of x W ^ O � CL of O c=9 I LLO O •— z I = si o r 10 I a Bldg Dept copy fro ZBA G Fina+revie dd entsi • ZETA Fi st '" Date: / 1, RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. tc; /n THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF � � THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE e N ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. `f ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. NO OFFICIAL OF THIS STATE, OR ❑F ANY CITY, COUNTY, TOWN OR VILLAGE THEREIN, CHARGED WITH THE ENFORCEMENT OF LAWS, ORDINANCES OR REGULATIONS SHALL ACCEPT OR APPROVE ANY PLANS OR SPECIFICATIONS THAT ARE NOT STAMPED, CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SUFFOLK COUNTY TAX MAP DIST: 1 000 SECT: 1 28 BLK: 2 LOT: 22 r . , - Wallace T. Bryan MAP NO. DATE: --- LOT(S) Licensed Land Surveyor jIT MAINTAINING THE RECORDS OF -�• �'. "• MAP OF: DESCRIBED PROPERTY BURTON, BEHRENDT & SMITH LOCATION: LAUREL 559 Middle Road. k TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, STATE OF NEW YORK Bayport, New York 11705 r 's. '_� xr SURVEYED: JUNE 19 , 2014 CERTO;IED" TO: RICK NAPP1 (631) 472-1770 �`'o LAND �f' W PORK -FIRST AMERICAN TITLE INSURANCE COMPANY OF NE 472^1771 SAFE HARBOR TITLE AGENCY, LTD. TITLE # SH 1 45897 Fax SCALE: 1 " = 30' FILE NO: 1 4- 223 sheet Notes: z 0 z 0 Ln u z tSnKq P+°P i*� o ❑ 1111 4 ® - 1 ILLE .� ' 1 z � wJ i a i 1 ; N Q �_— RevisiIJI D: Ill M�\AMA/1�fA 1r�1�lal�M w MC�Lf Mt�w M4 AN wwrwrwwMlaR.(w/11!!lttl ru r�ars+Mnllarra ABM R!l�aM11ltl�it.a�wraowrr AlR wara aaaaAaar aaawwa aIa wwlwsrselsw!wr ww�■R a!iweae• wlrAla■aereas!w raacn a»wvMalaR aeaR ww.s arra \ Proposed Addition/Alteration Nap i Resi ence 5218 Peconic Say Boulevard Laurel, New York 11948 LPA Architects,LLP A RC.ITECTURE MANNING www.lpa-plans.com I _ lanlw Paul Aaaoci4es,AldiaAl U.P 21 GneWyAyAn Sayl#a.W I IM Tot 631 599 2914 he 631 SM 6"S l� �... YWRMdYaD K/<7eA11oM ��0 i or Mf M"PI Tw occup"f MIA VIMA"MOf ' MM Ydlat•tA1!tM ' Bldg Dept c p�p�om �� NOV 10201�Final review-d QZBA Fil # j f L �]BA rloieaoaee: Date:. / G SEP 2014 !f..��--_ I. 1 . ! — — =- +I � •,. 6R—x_ G 0.S NOTE �7 ftjec• Olawn. y eK V pe: a, b\,I 2 ,(^� NAPPI KMP U. Sheet Notes: o _ tZ W o_ I� MON _. P 1' zcw— N�� J o • ram +fo M Ifi 0 1 � � IIKIG UP S,g i 37' EZ5� 1 i r -1-1 - - - f- N� P;Q.�Wj szer I IT `Ilea u f5 � X g As ` — : F � �• �� RACI�ITI KMO�.T.WMw■�M711Y■w�crw MIIO�L�A.t wTw w s w�rww iwcc�r�nrw�/M�1�ww�lT�fOia�wrw -MI:w11 1 ��) ��wiw�wb•os�wrwe�wr.��wwwa��s • "\'r . M11fM111M 0/1M�O1�l MOiff(N�IURtR11M11��11�11/w1� Proposed Addition/Alteration NapLIN i 4 Resi ence r -- C +ICI 5218 Peconic Bay Boulevard Laurel, New York 11948 >>til — , ,a LPA Architects,LLP ARCHITECTURE _MANNING_ u� - wMw.lpa-plans.com .Ptm 1A'.T"".4- lJki.E+mT O '1'h+.IiP.Co .vi°I.1{' i.�GeerwAmw SaATdbmu7112 t Tat�St�i2! aMS"$935 -r n WAURO asm ALRMAr1OM ON AW Is'Y'v�oL^TW"OA'Wft P•�"141 IMM STAr!l.vl 4�0' �'�• "NOV 10 2014 _..---- -- — Pmjed oaw: SEP 2014 sue: Bldg Dept copy from ZB s hs�ec«A NOTED ' Final review ZBA Fife,# u 14028 EAP Date; 1ob-- Che& NAPPI KMP �4 REScheck,Softwvarrce Version 4.6.0 Compliance Certificate Project Nappi Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: f Construction Site: Owner/Agent: Designer/Contractor: 5218 Peconic Bay Blvd Richard Nappi Kevin M. Paul,AIA LEED AP Laurel, NY 11948 5 Hamilton PI LPA Architects, LLP Lake Grove, NY 11755 21 Greeley Ave Sayville, NY 11782 631.589.2914 kpaul@lpa-plans.com V1,A4radd,%off Compliance: 10.3%Better Than Code Maximum ILIA: 351 Your UA: 315 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont Glazing Assembly or or Door UA Ceiling 1: Flat Ceiling or Scissor Truss 1,034 38.0 0.0 0.030 31 Ceiling 2: Flat Ceiling or Scissor Truss 106 22.0 0.0 0.045 5 Wall 1: Wood Frame, 16"o.c. 2,024 15.0 0.0 0.077 112 Window 1:Wood Frame:Double Pane with Low-E 420 0.300 126 Door 1: Glass 123 0.300 37 Door 2: Solid 20 0.200 4 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 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.6.0 and to<0 It the mandatory requirements listed in the REScheck Inspection Checklist. � ��® APR 1 52015 Name-Title Signature U'�`r` �� Date 7 '1 Project Title: Nappi.Residence Report date: 04/15/15 Data filename: L:\Shared LPA Folders and DocumentsvobsRes\Nappi\Nappil4028.rck Page 1 of 6 4►-, REScheck Software Version 4.6.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. :.Section.+ - - - _- , - •`X,"-,. -"-:._ rs�--- _-_ _�•. ...� __._ ,r�____..__._.__-:; -- - - --.rn.r.,�y._..w._ ,_ _ j = __ __ iMrs;Vd-fiedi F. eldzVerified - -,�. C'ominenfs Um. Ohs #. Pre=Inspection/P_I_an,Review; Complies. /. _ _ p. - __ f . . a ue, ,a ue 103.2 ;Construction drawings and i ❑Complies ; [PR1]1 I documentation sufficiently ❑Does Not V demonstrates energy code ❑Not Observable compliance for the building envelope. I �❑Not Applicable 103.2, j construction drawings and '❑Complies 403.7 documentation sufficiently 5 ❑Does Not [13113]1 (demonstrates energy code U compliance for lighting and ❑Not Observable ; +mechanical systems.Systems ❑Not Applicable !serving multiple dwelling units !must demonstrate compliance I with the commercial code. lo03.6 Heating and cooling equipment is: Heating: Heating: ;,[]CompliesI j,.. jsized per ACCA Manual S based I Btu/hr Btu/hr ❑Does Not on loads per ACCA Manual J or I Cooling: Cooling: :❑Not Observable other approved methods. Btu/hr Btu/hr ❑Not Applicable I I I Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) . 3 1 Low Impact(Tier 3) Project Title: Nappi Residence Report date: 04/15/15 Data filename: L:\Shared LPA Folders and DocumentsVobsRes\Nappi\Nappil4028.rck Page 2 of 6 Y A. Ene'rk 'F'oundatom=lnspectign, 9Y_ ;Complies'=,,', CommentsLAssumpti'onsti " - 303�2:1. Exposed foundation insulation A� ;❑Complies protection. ❑Does Not ! 1 ;❑Not Observable; ;❑Not Applicable 40358',Y -�Snow melt controls. ;❑Complies j[FOlj2]2' ;E]Does Not U' UNot Observable ;❑Not Applicable Additional Comments/Assumptions: s 1 High Impact(Tier 1) ;2 Medium Impact(Tier 2) 3! Low Impact(Tier 3) Project Title: Nappi Residence Report date: 04/15/15 -Data filename: L:\Shared LPA Folders and DocumentsVobsRes\Nappi\Nappi14028.rck Page 3 of 6 j"Siicft 7, V 1 a-fts'-Vq iilhed" I '041dMitifie q F1-r4T-n-ffigKJ';'R' Qjfi4fyllff pOetldi I _ot ndO q rft!XssWm.Oildfis e 402.4.4 i Fenestration that is not site built ElComplies [FR20]1 I is listed and labeled as meeting []Does Not 1AAMA/WDMA/CSA 101/l.S.2/A440 E]Not Observable or has infiltration rates per NFRC i E]Not Applicable 400 ❑that do not exceed code limits. 0 1,4 M�7�4 ElComplies IC-rated recessed lighting fixtures [FR.16.]2 sealed at housing/interior finish E]Does Not and labeled to indicate&It;= 2.0 '� i cfm leakage at 75 Pa. E]Not Observable E]Not Applicable 403.2.2 ;All joints and seams of air ducts, ElComplies [FR13]1 !air handlers,filter boxes, and E]Does Not building cavities used as return 10 !ducts are sealed. E]Not Observable E]NotAppllcable 463;2.-3 1 Building cavities are not used as "--IE]Complies [FB15]1 3 I ducts or plenums. r E]Does Not &V [:]Not Observable E]Not Applicable '403..3-;- f HVAC piping conveying fluids R- R- ;,E]Complies iabove 105 PF or chilled fluids T]Does Not :4 below 55 9F are insulated to R-3. E]Not Observable tlNot Applicable Circulating service hot water ;E]Complies .4 R- R- 14EA� 8 TIDoes Not pipes are insulated to R-2. !E]Not Observable tlNot Applicable .46-3.1- Automatic or gravity dampers are Ecomplies I installed on all outdoor air []Does Not intakes and exhausts. I JR E]Not Observable i IE]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) 3, Low Impact(Tier 3) J Project Title: Nappi Residence Report date: 04/15115 Data filename: LAShared LPA Folders and DocumentsVobsRes\Nappi\Nappil4028.rck Page 4 of 6, 'I Ifi 01 at WA i 6- 0—n §§UffdfId6-g, �10 r 37p IAII installed insulation labeled or illcomplies r I installed R-values provided. :E]Does Not i. :E]Not Observable :E]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Nappi Residence Report date: 04/15/15 -Data filename: L:\Shared LPA Folders and DocumentsvobsRes\Nappi\Nappil4028.rck Page 5 of 6 ' ' / ^ Data filename: LAShared LPA Folders and Documents\jobsRes\Napp!\Nappil4028.rck Page 6or 6 ' El z Sheet Notes: O U Plan notes: -DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND ALL OPENINGS. z -INSTALL BRIDGING IN ALL FLOOR 8 FLAT ROOF O JOISTS, CEILING JOISTS 4 BEAMS. BRIDGING SHALL BE INSTALLED ® 8'-0" 0.0 MAX 4 SHALL BE 50LID WOOD BLOCKING 2" X DEPTH OF MEMBER OR 18 GAUGE METAL STRAP BRIDGING. -PROVIDE CATS AT ALL LOAD BEARING WALLS El -ALL DEMOLITION 8 DEBRIS MATERIAL TO BE DISPOSED OF PROPERLY BY CONTRACTOR -VERIFY ALL DIMENSIONS IN FIELD PRIOR 37 TO START OF WORK LU n -ALL WOOD MEMBERS IN CONTACT WITH CONCRETE 4'-0 " t 23'-5" t 12'-4" TO BE PRESSURE TREATED PRESERVATIVE (PTP) LUMBER 30'-o" -SMOKE DETECTORS SHALL BE INSTALLED IN EACH 5'-6" 13'-111, 6'-Ci 1%t" 3'-a 1/2" SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA, 4 AT EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS 8 CELLARS, BUT In 4'-0" NOT INCLUDING CRAWL5PACE5 d UNINHABITABLE 0 ATTICS. SMOKE ALARMS SHALL BE INTERCONNECTED _ � BE CLEARLY AUDIBLE IN ALL BEDROOMS IN ACCORDANCE WITH RGNY5 SECTION R313. EXISTING m 3 BUILDINGS UNDERGOING REPAIR, ALTERATION, CHANGE OF OCCUPANCY, ADDITION OR RENOVATION SHALL BE PROVIDED WITH SMOKE ALARM AS PER APPENDIX J. RGNY5 - APP. J - SECTION AJ405.2, EXCEPTION 2: SMOKE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED TO BE INTERCONNECTED 8 HARD WIRED v� WHERE INTERIOR WALL OR CEILING FINISHES ARE W NOT REMOVED. RGNY5 - APP. J - SECTION AJ405.3, EXCEPTION I: 0 CARBON MONOXIDE ALARMS SHALL BE INSTALLED Q HATCHED AREA INDICATES IN BUILDINGS, BUT ARE NOT REQUIRED TO BE ROOF DECK ABOVE INTERCONNECTED OR HARD WIRED WHERE EXISTING INTERIOR WALL OR CEILING FINISHES ARE NOT REMOVED. -ALL NEW INTERIOR TRIM AND DOORS AS —_-— N N N 'S - - --- rYF WDH 0410 WDH 2446 \ \ \ WH 6061I � - - 1p( ----- -- - - _ --------- - !Ot i O 6 m m A21 m A SELECTED BY OWNER (UON) _ 1 I 2-2 12 - 3 ALL BUILT-IN CABINET CONFIGURATIONS X.I <^-2X0 2-2X10..,.. TO BE VERIFIED WITH OWNER (UON) tY O 7 tV n New •I - I I I p -il 7=0... .. I TYF I 1 I I _< a I I '. O m = O Bedrm. #2 Clst I _ i �� I I ;,, -PROVIDE ROD 4 SHELF AT EACH BEDRM CLOSET AND 5 SHELVES AT ALL LINEN CLOSETS (UON) \ ® _ I I -ALL POCKET DOOR I/2 ® I O 3 O I O 4 6 _ _ __ I ( ALCOVES SHALL BE FRAMED w - ••. - \' v ct1 l r ! I _ ' RE A5 MFG'D BY GRANT. ' ' I ,=n 9� W O r- W/ PRE-ENGINEERED STUDS ON FLAT. HEAVY DUTY 11.88 T I III �4T5 ® I6" O.G. ' I 3 I/2" O O �• 15-10 `� cA eJ I 5'-O" 8'-O'I SLIDES AND HARDWA _ _ ',. - <, cv 3 I/2' 3 I/2' m ° 3 I/2' >•_ _ > dolul 10 NEW PINE BOX OAK TREAD STAIRCASE WITH , : ® ,. - V HARDWOOD RAIL AS 5EL. BY OWNER TO COMPLY Bath m m •o r a ! »- = 5D H A ov Bat 92 pc O _ p aJ WITH R314 4 R515 OF THE RES. CODE OF NYS. l.�Xq.2. I. E TJIk1VL- L S w O vJ� cv - -� .... . �...�. r �h..a� . 6 20'-I I/2" 12'-7 I/2" 2'-� I/2" 3'=0' x w - _ - N O2 PROVIDE INSTALL FANTEGH #PBIgO dJ dJ ( New 2o6a F cKT (� cv BATHROOM- - I X ry d PREMIUM EXHAUST FAN /�'� i ;; , •;� 3 I/ 3 I I/2" _ " j x Master rm. p 2 - W......... --- _ _ _\ _ - = I ry 61-0 �• _ v I O3 SIMP50N HDUS SHEARWALL TIEDOWN ADJACENT `�----------- --* __ _-- - _� -_- _------- --- •t1 - T - N I ' rl of _ 3 I/2' I/21 TO DOUBLE STUD AT WINDOW OR DOOR ABOVE V -7 y % 60 ' •I' 0 m I I 1 m• P X o I I (V 2oE.e (SEE UPLIFT CONNECTIONS SHEET RG-2) v - m 1 m G o 'lSY i I\ ° - �.,I PROVIDE 5 - 12" DEEP BUILT-IN BIRCH VENEERED, I _ s C cV a 1 PAINT GRADE SHELVES W/ I I/4 HARDWOOD LIP __ -- _ - 8 '1-II 4- _ -6 1211 i : ; r�l+ 135° r - - n _O 5 SOLID BLOCKING TO JOIST OR GIRDER BELO5 1422W STEEL BEAM FLUSH I oc 1 I, 0 1 2-2. 1 I - • TE . I �<-I.Tsxll.�e 1. -J LVL-F usH ii� 1 I I O © LINE OF 2ND FLOOR WALL ABOVE 1 2-?X8•` 2 8 GJ ® 16" O.G. ' - FIREPLACE "i --- I F H' I I 3 -t\V 2bba O N N O NEW 36" GAS FIRED, DIRECT VENT ——— r L1 00 8 / /" / i' // � I ,'I I _____ 1 I � AS MFG D BY LENNOX OR EQUAL 'eW I -- _ � TYF � % % , ! - m i- Hall Q TYF ; ; 1 , I I " New u L� ' / I •,� I I ; 11.88 TJI 110 JOISTS - ;I 2X8 RR ® I6" O.G. cl ® 3 1/2 0 SHEDULE 40 STEEL COLUMN POSTED ��I, � ;' �2 1 ;'01 I I ®GIL I6" O.G. X Be rm. #1 5 _ - -- N 3 TO FOUNDATION OR STEEL BEAM BELOW ro A rl1t j' m K 5D tv• p _ _ z ry - , t I i" ; .� L .. 1__ .�1 4 I _, Entry _ O I I •; �� ) c\V TY, ® 5PA<_'.E SAVER FROVIDE FULL DR.Ox 25AI/2 X54" SET TOP eW I I 1 2X8 RR ® I6 O.G. aJ - _. � ' I ; j ! m of STAIR FRAME FLUr3H TO TOP OF }-`_ f /! i' �i / �� jj.�, I in = j - 2-2x8-FLU�H CEILING JOISTS I�I " w 1 'd �y �Itche 2-I.i5 11.88 VL-FLU H / .w _ — — Roof Deck ; m 2-I~SXCI.25 1 rIE LV 3,�"X9.. :t�lt"F IT -�LU��" DN _ i- I 1 I cV 4 cv DN 7 In Ln � ��'' •� ` / /, - I�rJ I I It o /� %� !� L! I y I I — — - - - 2X6 RR _ 11 "0 1 O m m >' 4 I O ® 16" O.G. +q�/ III 6 , ----- ---- - ILL! I i X p °L� `0 CISt II 0 'i o 'L`% I _ ® 11.88" TJI 1101 IISTS ® 16" O.G. i O x �� N ® j . 1a tL/ p I I Q I,i .9 _ 14'-4" dJ 21 -II 611 � X I Y. `9 I I I N - �yi 11 ® _ TYF 1— -� /T� sobs LII N TYF i5KILea LVL H'�e ; -r r--- - --- ` ----- ----- 2-2X10 -3 _ _ _ I �r _y !V ; I -� 1.14.16: AS PER TOWN OF SOUTHOLD L' • :� '60611 WDH I WDH 24 6-2 A221 ----------- ------- -- 046 !\V WTR 20 3-2 R2VISIOIlS:,�5.06.151 A5 PER TOWN OF SOUTHOLD __ I WDH 2• 10-2 `0 -1— _ _ "— �n ALL DRAWIN65,5PEGIFIGATION5 AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN NO 1- ---------- 2X6 'DUMMY 11 THE PROPERTY OF THE ARGHITEGT, THEY ARE TO BE USED ONLY WITH RE'EGT TO THI5 FROJEGT AND ARE REMOVE AND DISPOSE OF EXISTING NOT TO BE USED ON ANY OTHER FROJECT. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY WALLS, DOORS WINDOWS INDICATED, 3 RAFTERS' I6" O.G. REQUIREMENTS OR FOR OTHER 5UR"OSES IN CONNECTION WITH THE FROJEGT 15 NOT TO BE CONSTRUED AS PUBLICATION IN DER05ATION Orr-THE ARCHITECT'S COMMON LAW COPYRIGHT OR OTHER RESERVED RISHT5. ro DEMO EXISTING CHIMNEY AS REQUIRED FOR NEW CONSTRUCTION TYF PATCH FINISHES/TRANSITIONS A5 REQ D ---------- MEMO AS INDICATED TO MATCH EXISTING CONDITIONS T ro DEMO EXISTING MASONRY Proposed Addition/Alteration STOOP AS INDICATED REMOVE AND DISPOSE OF EXISTING r CASEWORK, FIXTURES A APPLIANCES Nappi GAP EXISTING PIPING AS REQUIRED a'-0" Residence 3 5218 Peconic Bay Boulevard .71 2'-6" 2'-6" 2'-6" Ir IS'-5 1/2" 4'-0 1/2" Laurel, New York 11948 s'-o" 2s'-o'I 4'-0" 8'-4" 13'—a I/2" 9'-'7" 4'-0 I/2" 30'-O" LPA Architects, LLP ARCH ITECTURE PLANN I N G www• Ipa- pIans , com FIRST FLOOR PLAN WALL LEGEND SECOND FLOOR PLAN Lemm31 Paul Associates,Architects LLP 21 Greeley Avenue Sayville, NY 1 1782 WALL LEGEND Tel: 63 1589 2914 Fax: 63 1589 6935 �— n_ I n N , _ _ _ _ _ 11— :- II N Ipa-plans.com i SCALE: 1/4 -1 -0 1 EXISTIN6 IIALLS REMOVED SCALE: 1/4 -1 0 r- -- - - - - - - - 1 _ __ _ _ EXISTING WALLS REMOVED Total Proposed Altered S.F. = 1,140 � EXISTIN6 HALLS Total Proposed Added S.F. = 771 )_� EXISTING WALL5 NEW WALL► �,..;..... �� NEW WALLS UNAUTHORIZED ALTERATION �D AR�� -THIS HOUSE IS LOCATED IN A WIND BORNE DEBRIS AREA of ANY ITEM ON THIS DOCUMENT I5 A VIOLATION Of- -THIS HOUSE IS LOCATED IN A WIND BORNE DEBRIS AREA NEw YOIZK STATE L.Aw. 5 MARKp SEE RC-2 FOR WINDOW SHUTTER DETAIL SEE RC-2 FOR WINDOW SHUTTER DETAIL Issue Date: + ♦ Project Date; .+p SEP 2014 7 a23�b ., - Scale: �I�Ofi N��' AS NOTED Project# Drawn: Sheet 14028 EPH job: Check. A�4 NAPPI KMP FLOOR PLANS p, 1 7 TO THE BEST OF MY KNOWLEDGE, BELIEF AND GL I MATT G AND O EOORAFH I G DES I O N If �TERI t PROFESSIONAL JUDGEMENT, THESE PLANS TABLE R50I.20) § AND/OR SPECIFICATIONS ARE IN COMPLIANCE ;ACHE ' ToDD oIT NN IC T s WITH THE FOLLOWING: WIND DESIGN SUBJECT TO DAMAGE $. ARCH ITECT P.C. FROM ' 2020 RESIDENTIAL GORE OF NEW YORK STATE GROUND SPEED TOPOG 5IDEGIAL WIND SEISMIC a SNOW (MPH) EFFECTRAPHIC WIND BORNDEBRIS DESIGN WEATHERING FROST LINE TERMITE WINTER ICE FLOOD AIR MEAN TODD O'CONNELL, AIA 1\/ A PUBLICATION NOVEMBER 201�i LOAD EFFECTS REGION� DEBRIS CATEGORY k ZONE m f Q DEPTH DESIGN BARRIER HAZARDS a FREEZING ANNUAL TEMP a REQUIRED h INDEX i 1200 Veterans Memorial Highway 2020 RESIDENTIAL CODE OF NEW YORK STATE TEMP 'i Suite 120 CHAPTERS I2-25 FOR MECHANICAL SYSTEMS 50 150wIt ND NO I MILE @ BOF 5 FT MOD TO FEMA Hauppauge,NY 11788 FROM SEVERE BFG HEAVY 15 YES FLOOD 1500 OR 55.4 2020 RESIDENTIAL CODE OF NEW YORK STATE COAST P MAP # Ess — P(631)650-6666 CHAPTERS 24 FOR FUEL B GAS SYSTEMS F(631)650-6667 M T I IS H E D 5 S E � E T T T T MANUAL J DES I O N CRITERIA n C(516)658-0325 2020 RESIDENTIAL GODS OF NEW YORK STATE -�� •- -- CHAPTERS 25-55 FOR PLUMBING SYSTEMS ELEVATION LATITUDE WINTER SUMMER ALTITUDE CORRECTION INDOOR DESIGN DESIGN TEMPERATURE H10H TEMPERATURE �rr�rr�rr.; I �a� .t f ^w.f Cif HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE �� A T � � �•� 5FNEWCHAFTER5 2020 RESIDENTIAL GODS OF ------ YORK STATE ------ ------ ------54-42 FOR ELECTRICAL SYSTEMS COOLING WIND WIND COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY /� r 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE TEMPERATURE VELOCITY VELOCITY NET BULB AS ADOPTED WITH THE 2018 IEGG DIFFERENCE HEATING COOLING \ s THE PROJECT COMPLIANCE METHOD CHOSEN IS TOTAL ------ �`` UA-ALTERNATIVE AND A RE50HECK HAS BEEN SUBMITTED "> I WITH THESE DRAWINGS. ` ,. " '° C�.'ti M m r - - - - z O EXISTING CELLAR ENTRY O I EXIST. —1 OR m I I UP 6R I CONCRETE SLAB z In JII4'-6" ° 5'-01, (FRONT STEPS ABOVE) Z Y ARD z EXIST. Q MECH. ROOM o w o w to 5Q GLG. HT REF. I I I I I I I o Q o p0 GL. WH. z� �F S m� p` '/e" TYPE-x 00 SHEET ROCK 2¢x6a O N,� Map 0 W NORTH Q; i/ WALL5 AND UP 14R I p Z T J Z LU 3 a 0 Y CEILING H G I = � `"�Q��d O B-LABELTTI ou�wgQo50 v I- �'/ EXIST. ENCLOSED BEAM b'-8"BELOW Q w N LINE OF SOFFIT 9woZ �Om HEIGHT BENEATH 6'-O"I �° o g'>> �'IL u �( xj o %/ HEIGHT BENEATLINE OF HOb-1"FFIT L — — — — __I v N� o O 88 - - - - - - - - - - - - - - - EXIST' UH �a s HI BATHROOM 00"o> o POST a RAIL FENG / 0 I N F m N w w / E �' QCLG. HT Nuo�� o i � • I � _u1 Z��O�Q I=--oo z UTILITY o %/ 'X"X I _ a < Q POLE % W 2 Q 0- Q o / rri i/ / I < =mop p / 60NGRETE cowl.•eRiuc BSTOOP V ` 13. BITRANGE %/O'er / EXIST. ENCLOSED BEAM A — — — HEIGHT BENEATH EXIST. BEAM q0 BASEMENT INTAIN ONE STORY TO(qeb a.r,rJ 6 50LFT) / pt V _ _ _ _ — _ _ _ _ — _ A / W/ATTIG / FRAME RESIDENCE EXIST,/ Z / #5218 x I °HRCFa m H o -� FINISHED LINE OF SOFFIT / HEIGHT BENEATH/ 1'-2"BASEMENT I v z TO BE MAINTAINEr kj3 STOOP 59-GLG. HT Ike-•6YPSIJM l� O Z F OO ALL BASEMENT G:IILI= o�:V AS PER SECTION R302.13 � O / Q EXISTING FOUNDATION I ILI z WALL NO— — E—XISTI I N0EXSTENOSE BEAM z FLr6OL ZONIN INFORMATION X O o� o o HEIGfT BENEATH EXIST. BAM1--°TONN OF SOUTHOLD 64 BELOW �w SECTION: 125 BLOCK: 2 LOT(S): 2 LINE OF SOFFIT— ] 2 a � HEIGHT BENEATH 7'-2" .� ZONE: R-40 REQUIRED EXISTING PROPOSED - / ON ROOFK LOT AREA 40,000 50.FT. 15,4012 50.FT. ## 50.FT. STORAOE I #' / � LOT WIDTH 150 FT. 88.5 FT. ## FT.R n O�� TO B¢ MAINTAINED I / q FRONT YARD 50 FT. 55.5 FT. ## FT. >GLG. HT W tApypNR'r REAR YARD 50 FT. 65.5 FT. ## FT. O I a / yHED SIDE YARD 55 FT. 5.5 FT. ## FT, n SIDE YARD 55 FT. 5a.5 FT. ## FT. / BUILDING HEIGHT 2.5 STRY/55 FT. I STORY ## FT, EXIST.EGRESS EXIST.EGRESS Z (� O LOT COVERAGE 20 % CIA % ## % GXI45" cxl4s• z Wp00 < } Z_ O - �— z N ZON I NO GAL OULATI ONS 4'-0" < 1..1l 40 z EXIST.EEaRESs WELL EXIST.E6REB5 WELL � �— Q ZONE: R-40 SO. FOOTAGE z D- U► \ LOT AREA 15AC12 50.FT. 1� •RAD�oa•mI• ,� ti¢m. tu MATO"00MMI"p IIOIO =ON RAIN. PROMID!MgMM Q A AIR CiWicIP12 LOCRDMATG ALL FlNO"NOIR M ANMCD•M?ER I A I WTM c M AS aILI m o 011• MtIOR TO WTH RWTiOCLINT i-F�� ALL.��)BoomN Wftr' " M►LOOK M rea R700 ar M rRIOR TO OONSTRUGTION- W ` ."..� .,.�.o.Ml. ROOIt �"�. d DWELLING 114O D"ca!F-ANO6 oc"W•ROY•MT 1D T1! ARc"naTs ATTM70N•w�lATdr. H=calaTlolN +�AIo"am A• M wNM"xM Ai NAM*AM TOWA1TC.�' TT pro TO W 1"-W 'I ' KJ f°M i�II'ec"Mo"o/ AaHoas lu N� SHED 1 a4.8 �Y Or MY PNWAQFAW-M cA+mo"1-ONO)00!ALAN"R!:rno /// Y ON eAc"LEAL W•lm9"•RoaN OR na �+ ' lUOl11•CiJITO/f,•hI01Q AL110�TO r" WIIm A-L WIto tlR! Mc O try' v /RODm N lAfi"[LlahlN ROOIL WILID! rROJIOm M ML R'DROO1b M eAc"LLfatlN ROOM.aN ALL n.00R• TOTAL 1,555 SQ.FT. TOTAL CIA % z Q 0 PLOT PLAN EX I ST I NO BASEMENT PLAN - � � W TO B MAINTAINED m z o • SCALE: I" = 20'-0" NSCALE: 1/4" = 1'-0" Q z 1U O 4 Q� s7 ;)(W'C'H I-T E C T S" TODD O'CONNELL _A,R CH I T E C T P.C. TODD O'CONNELL, AIIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 FLOOR JOISTS SHEET ROCK CEILINO -A— if 2"X4" AGO STUD HALL "s 16" O.G. SHEET ROCK ,i`J ��` EXIST.FRAMING R-15 BATT 7 GRADE —INSULATION SOFFIT EXIST.ENCLOSW BEAM /-F 6YP5UM BOARD ON ALL OUNDATION HALL BASEMENT CEILINGS AS F, < PER SECTION R302.15 lu dJ cl) MEMBRANE MTHEEN EXIST, '--SHEET ROCK AND INSULATION FINISHED rrrirAL R PERIMETEREXTE RIO BASEMENT -4� FLOOR FINISH WALL CONSTRUCTION: 2"x4"STUD WALL0 16"O.C. 950-CLO. HT R-15 BATT INSULATION # )2"GYPSUM BOARD FINISH z I j / 2NX4' I A00 PLATE < z In A 0 N 5EOTION A—A ts fi- 50ALE: 1/4" = 1'-0" < O-R--tu'3-1 NALL SEOTION zffizFo=�s�o��' OU T UQLq� ZI 0 k) 13 LU SCALE: 1/21, 11-01, 0 v '32UM26ap v- b �YmMqn k) W1U-v<-q0 g LU 0 < 1)U LNU 1- 1: () z L2LJ < z �-2 6 <0 LU kn 9 tu 1) z I— � Mv�' 04fl '39 aqmtu IL�UINW 13 LL tL z P5105.1 ROOF EXTENSION VT 0.113s) OPEN VENT PIPES THAT EXTEND THIZOVSH A ROOF SHALL BE W WN TERMINATED NOT LE59 THAN 6 INCHES ABOVE THE ROOF OR 6 <y INCHES ABOVE THE ANTICIPATED 5NOV4 ACCUMULATION, H-11C,HEVER.15 GREATER.INHERE A ROOF 15 TO BE USED FOR IOFF ASSEMBLY,AS A PROMENADE,055ERVATION DECK OR SUNBATHING DECK OR FOR SIMILAR PURPOSES,OPEN VENT PIPES SHALL TERMINATE NOT LESS THAN I FEET ABOVE THE ROOF. P51052 FROST CLOSURE [Q WHERE THE d".5 PERCENT VALUE FOR OUTSIDE CC-516N ^4" FRESH AIR VENT TEMPERATURE IS O-F OR LEW,VENT EXTENSIONS THROUGH A ROOF OR WALL SHALL BE NOT LESS THAN 5 INCHES IN THROUGH ROOF DIAMETER.ANY INCREASE IN THE SIZE OF THE VENT SHALL BE MADE NOT LE95 THAN I FOOT INSIDE THE THERMAL ENVELOPE of THE BUILDING. FIRST FIRST 1511 FLOOR FLOOR, TABLE P52011 z SIZE OF TRAPS FOR PLUMBING FIXTURES TRAP SIZE CK- PLUMBING FIXTURE HNIMUM —————-7—---- ————— -1-- z C44—C44—Cm ex—C.- cm—C14 0"—c'"—cm—ex—CA— (INCHES)(INCHES) r————— I 2 5HOHER BATHTUB(WITH OF WITHOUT SHOWER HEAD AND/OR 1112 ( 5HOI^ERI WHIRLPOOL ATTACHMENTS) I I I 1 z 0 C'm C41 BIDET 1 U4 I I I 1 0 z CLOTHES WASHER STANDPIPE 2 1 I 1 0 DISHNASHER. ON SEPARATE TRAP) 1 U2 ILA I HNIH • FLOOR DRAIN 2 WITHOUT DISHWASHER AND FOOD WASTE DISPOSER) .2 BACKIFL WITH OR 1112 11 ON KITCHEN SINK(ONE OR TWO TRAPS, I I LAY. 1 PREVENTER. to LAUNDRY TUB ONE OR MORE COMPARTMENTS) 1112 I W.G. z LAVATORY 1114 Ilk —x SHOWER(BASED ON THE TOTAL FLAW RATE tu z THROUGH SHOk4ERHEADS AND BODYSPRAYS) PLON IRATE, It BASEMENT BASEMENT �1� 5.77 CA'M AND LE-55 11/2 0 MORE THAN 5.7 GPM UP TO 12-9$GPM 2 G.O. :2 MORE THAN 12.5 GPM LIP TO 25.6 GPM 5 < )PTO 55.6 eppm 4 CONNECT TO () W EXISTING WASTE i5 FLUME31NO R15F—R DIAORAM FLUME INO NASTE DIAORAM P 50ALE: 1/4" = 1'-0" 50ALE: 1/4" = 1'-0" 7- z IU < > CD 1j) 0 GENERAL NOTES z z It M < Ul I ALL HABITABLE ROOMS AND CORRIDORS SHALL BE SUPPLIED WITH FIRE/SMOKE AND 6. ALL V400P POSTS SHALL BE BUILT UP WITH (2) 2X4'5 NAILED TOGETHER N1 [OCI NAILS 14. ALL INTERIOR DOORS SHALL RECEIVE (2) 2X8 HEADERS - UNLESS OTHERWISE NOTED- CARBON MONOXIDE DETECTORS WITH BATTERY BACKUP AS PER NFFA 72 AND 2020 NEW a" O.C. UNLESS OTHERWISE NOTED PACK OUT HEADERS TO FIT IN WALL AS REQUIRED D- YOR< STATE BUILDING GORE SEC. R514 AND R515. EXISTING DWELLING UNDERGOING Z -^ Z "' REI-AIR,ALTERATION, AND/OR ADr;)1710N SHALL BE PROVIDE WITH SMOKE ALARMS A5 PER 7. ALL NEW DOOR 4 WINDOW HEADS TO BE MOUNTED TO MATCH EX. ON FIRST FLOOR 15. ALL NEW WINDOWS AND EXTERIOR DOORS IN NEW ADDITIONS SHALL RECEIVE (2) 2XIO Z'3 APPENDIX J. CARBON MONOXIDE ALARMS TO BE IN AGOORDANCE WITH SECTION 0115 OF THE V.I.F.) AND NEW SECOND FLOOR AT 6-5" - UNLESS OTHERWISE NOTED HEADERS-UNLESS OTHERWISE NOTED HALL KEY t- 2020 NENT'OR< STATE FIRE CODE ( CARBON MONOXIDE ALARM TO BE PROVIDE ON EACH REMOVED O k)CONTAINS CARBON MONOXIDE SOURCE) ALL NET/ TILE AREAS IN BATHROOM/KITCHEN SHALL I Y2" EXIST TO BE REMOVEDFLOOR NITHIN 15 FEET OF 5LEEPINO AREA, AN'l-NHERE RECEVE CEMENT BD. AND ALL I(b. ALL NEN NINDON5 AND DOORS ARE TO BE ANDERSEN 1005ERIES - NHITE FRAME- OTHER AREAS IN BATHROOM/LAUNDRY/KITCHEN SHALL RECEIVE Y-," MOISTURE RESISTANT r,-rp. TRIFLE PANE- LOW-E- WITH GRILLES- COORDINATE WITH OWNER- MODEL NUMBERS ARE EXIST TO REMAIN lu :2. ALL ELECTRIC WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE LATEST BD. DESIGNATED ON PLAN- INSTALL A00ORDINO TO MANUFACTURE SPECIFICATIONS NEW V400D FRAME CN5T 0) 0 EDITION OF THE N.E.C. . ALL FRAMINO SHALL COMPLY NITH THE :2001 WOOD FRAME CONSTRUCTION MANUAL. 1-7. WHERE RAFTERS AND JOISTS FRAME INTO OTHER WOOD BEAMS, PROVIDE 12 GAGE NEW POURED CONCRETE < C1 5. ALL CONDITIONS AND DIME,45ION5 TO BE VERIFIED IN FIELD BY THE GENERAL GALVANIZED STEEL J015T HANGERS AND STRAPS AND WHERE WOOD BEAMS FRAME INTO O LH LD—< CONTRACTOR ANI:;) REPORT ANY DISCREPANCIES TO ARCHITECT PRIOR TO START OR 10. ALL EXTERIOR PORCH/DECK/ STAIR FRAMING TO BE CEDAR. OTHER WOOD BEAMS, PROVIDE -T GAGE GALVANIZED STEEL SADDLE TYPE HANGER BOLTED Wx4" P05T UNLE55 OTHERWISE CONTINUATION OF: WORK THROUGH BEAMS- ALL HANGERS, STRAPS, ANCHORS, ETC. SHALL BE MANUFACTURED BY NOTED 11. ALL ELECTRIC, TO REMAIN AND MODIFIED TO ACCOMMODATE NEN CONSTRUCTION. FINAL 5IMP5ON5TRON0 TIE. N HOLD DOWN AS NOTED z z 4. NO OALV. NAILS OR CONNECTORS IN AC,0. LUMBER ARE PERMITTED. ALL CONNECTORS ELECTRIC TO BE DETERMINE IN THE FIELD tf) 3: AND FASTENERS FOR ACO LUMBER MUST BE STAINLESS STEEL OR HOT DIPPED GALVANIZED 15. ALL ENGINEERED LAMINATED WOOD BEAMS SHALL BE MANUFACTURED BY HARD HIRED SMOKE 0-05. & DETECTOR K/ BATTERY 12. ALL ANCHORS, STRAPPING AND CONNECTORS AND HARDWARE TO BE SIMPSON STRONG OEOROIA-PACIFIC, AND SHALL BE INSTALLED A5 PER MANUFACTURE'S WRITTEN INSTRUCTIONS BACK-UP 5. AS PER N.Y.S. CODE SEC. IR510 EACH HABITABLE ROOM SHALL HAVE AT LEAST ONE TIE OF, AN APPROVED MANUFACTURE AND TO BE INSTALLED AS PER MANUFACTURE WRITTEN AND SPECIFICATIONS OF, APPROVED EOUAL. 9>0 CFM FAN TO EXTERIOR INSTRUCTIONS- UNLESS OTHERWISE NOTED W It tu OPERABLE WINDOW FOP, EMERGENCY EGRESS WITH A MINIMUM CLEAR OPENING OF 5.750. FT. HARD HIRED CARBON MONOXIDE \E) cl) DETECTOR K/ BATTERY BACK-UP A 1 (GRADE FLOOR OFENIN05 SHALL HAVE A MINIMUM CLEAR OPENING OF 5.0 5a. FT.). THE MIN. z :3 15. ALL ENGINEERED LUMBER TO BE GLADDER AND SEAL AS REQUIRED TO PROTECT MIN 12" A.F.F. AS PER Z HT. OF OPENINGS TO BE 24" AND MINIMUM WIDTH TO BE :20" AND THE BOTTOM OF OPENINGS AGAINST THE WEATHER ENVIRONMENT 2020 RESIDENTIAL 00Drz OF NY5 kD • NO HIGHER THAN A.F.F. DENOTES EORE55 WINDOWz BEAM OR GIRDER AS NOTED ON PLAN < \j I Lo J) a PECONI z Residential Code of New York State 2010 General specifications C BAY B �`1-MOr1E D ��S �:°07EQ Sheet Notes: 0 00NORETE' WORK (R402-R407) L V D _ $; o ra hic Design Criteria table R301 .2 �(1) o DaTEB.P.ff Climatic & Ge g p g 1. ALL CONCRETE WORK SHALL COMPLY WITH THE SPECIFICATIONS AND THE FOLLOWING STANDARDS ry t Winter Air EXCEPT WHERE MORE STRINGENT REQUIREMENTS SHOWN OR SPECIFIED SHALL GOVERN: _ �_ FED:.,- .�.�� ••- Site data. Ground Wind Seismic Subject to danage from: Ice shield Flood NOTIFY BUILD-NG F•LP P.R i MID ( AT • Freezing I- snow design design req'd hazard AGI 501 "5PECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" 7rS_jg�z g P,A� TO 4 PV FOR THE z load Speed(mph) Cat. weathering frost termite decay temp. Index LATEST.REVISION. AGI 302 "GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" N 5O•413 FOLLC'•NING IPISPECTIC)'`.S: TOWN OF SOUTHOLD 'HD' RESIDENCE O 45 150 G SEVERE 36 M-H II YES Ig84-1a98 LATEST REVISION. 0" E U SINGLE FAMILY RESIDENTIAL AGI 311 "RECOMMENDED PRACTICE FOR CONCRETE INSPECTION" 1. FC),.'1'1DAT IOi� - TWO REQUIRED SGTM #.1000-128-02-22 Use & occupancy classification:, CONSTRUCTION CLASSIFICATION TYPE V-B LATE5T•REVISION. 8g 79' ROUGH POU QED CONCRETE PRINCIPLE BL-DG AGI 518 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" 2. ROUGH - FRA1,n,I �G & PLUIfE�ING Typical code requirements: LATEST REV1510N. / 3. INSULATION 35' FRONT �-+ -ALL INTERIOR AND EXTERIOR WALL COVERINGS ARE TO BE INSTALLED IN ACCORDANCE WITH SECTIONS AGI 341 "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK" 35' REAR N LATEST REVISION. 4. FINAL - GCi•,�TRUCTION MUST 15' SIDE (MIN) R-102.1, R-102.3 AND TABLE '102.5.5 AND -105.4 (SEE RC-I) GONGRE I REINFORGIN6 STEEL INSTITUTE "MANUAL OF STANDARD -ALL INSULATION TO BE INSTALLED A5 PER AND MEET THE REQUIREMENTS OF SECTION R320 PRACTICE" LATEST REVISION. �� m BE COP/PI_ETE FOR C.O. 3o SIDE (TOTAL) m ALL CONSTRUCTION SHALL. IMIEET THE 35' HEIGHT -ALL INTERIOR FINISHES SHALL BE FIRE RATED A5 PER SECTION R320 ACi 505, 506 "MIXING AND PLACING OF CONCRETE DURING HOT AND � GOLD WEATHER" LATEST REVISION. ,, REQUIREMENTS' OF THE CODES OF NrI,N SITEARE ........................... 13,486 SF A.• LU -ALIGN ALL RAFTERS OVER 5TUDEi $, °° ° YORK STATE. NOT RESPONSIBLE FOR ALL WALL FRAMING TO COMPLY WITH R602.10 THROUGH R602.10.10 2. BASEMENT, FOUNDATION, EXTERIOR WALLS d OTHER VERTICAL CONCRETE SHALL HAVE A GOMPRE551VE a � _.__. o . � +r DESIGN OR CONSTRUCTION ERRORS. EXISTING LOT COVERAGE:••••••••••••••••••••••a.a� -ALL NEW WINDOWS 4 DOORS TO HAVE A MIN. DP RATING OF 30 A5 PER SEC. R301.1.2.1 4 TABLE R301.2 5TRENGTH OF 5000 PSI ® 28 DAYS. PORCHES, CARPORTS 4 6ARA&E CONCRETE SLABS SHALL HAVE m A COMPRESSIVE STRENGTH OF 5500 PSI ® 28 DAYS. CONCRETE SHALL BE AIR ENTRAINED. , / o �D� J` i '`•..```•.'•••....•'..••••••••••1140 SF -PROVIDE FOR BLOCKING AS PER SECTION,R602.8 TOTAL AIR CONTENT I BY VOL. OF CONG) SHALL NOT BE LESS THAN 596 OR MORE THAN -1 %. HOUSE -ALL EXTERIOR WALLS TO BE SHEAR WALLS IN ACCORDANCE WITH WFGM 3.4.4.2 AND TABLE 5.1"1 A$5 MATERIALS U5ED To PROVIDE CONCRETE AND TESTING THEREOF SHALL COMPLY WITH THE PROP 2ND FLOOR (� a',';"_`! ':'.`: J I +�C-I DES O� SHED 195 SF APPLICABLE STANDARDS L15TED IN AGI 518 OR ASTM C.115-1. (R402.2) ADDITION �RE�i TOV`� ��DES -ALL NEW PLUMBING FIXTURES TO SE IN ACCORDANCE W/ SECTION R30'7 4 FIGURE R30'12 N�Vv Ytl: I : i c°Y + I TOTAL............................... 1,335 SF (� 3. ALL WELDED WIRE FABRIC, REINFORCEMENT SHALL CONFORM TO ASTM A165, LATEST REVISION. ,�`D� - AS REQU � I'�' GONDITIC+JS OF z Loads table R3 01 .5 Deflection table R3 01 .7 4. ALL FOOTINGS AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARIN6 n CAPACITY OF 2000 POUNDS PER SQUARE FOOT IN ANY WAY TO ANY PROPOSED STRUCTURE. IF Off_ SOUTH I C TO'" Lw� 0 PROP 2ND FLOOR USE DEAD LOAD LIVE LOAD STRUGTURAI. MEMBER ALLOWABLE DETERMINED BY THE ARCHITECT, THE ACTUAL SOIL BEARIN6 SETTLEMENT GHARAGTERI5TICS SHALL BE / r• r n nn DEFLECTION A55E55ED BY A QUALIFIED SOILS TEST LABORATORY AND GEOTEGHNIGAL ENGINEER. THE OWNER SHALL ROOF DECK a. .e, m BEAR THE EXPENSE OF TESTING. , �' + -�I �G PLU1v1BER CERTIFICATION RAFTERS HAVING SLOPES GREATER L/18o _ - 4 y' 1`''' ` 1FLISI17-S ON LEAD CONTENT BEFORE ROOFS 12 PSF 45 PSF THAN 3/12 WT NO FINISHED CEILING MA50NRY WORK (R404) ATTACHED TO RAFTERS _ - _ ��-- �, I I IS '�Y.S.117° CERTIFICATE OF OCCUPANCY FLOORS (SLEEPING) 12 PSF' 30 PSF INTERIOR WALLS $ PARTITIONS H/160 I. ALL MASONRY WORK SHALL CONFORM TO THE REQUIREMENTS OF AGI 530 / A5GE5 / TM5 402 _ _ ~h (�C �� t� SOLDER USED IN WATER Ln FLOORS (NON-SLEEPING) 12 P5F° 40 P5F FLOOR 4 PLASTERED CEILINGS L/360 2. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM G90-�111, LATEST PROP CELLAR O v v 1 �J� Oil SUPPLY SYSTEM CANNOT w REVISION, FOR FULL LOAD BEARING MASONRY UNITS WITH MAXIMUM COMPRESSIVE STRENGTH. EGRESS WELLS ,' EX QED 2/10 OF 1%LEAD. CC . DECKS 10 P5r° 40 PSF ALL OTHER STRUCTURAL MEMBERS L/240 USE I S UNLAWFUL LAI �FU L 0' 3. MORTAR TYPE SHALL BE SUITED FOR THE PARTICULAR ENVIRONMENT IN WHICH MASONRY IS LOCATED o BALCONIES 10 P5P' 60 PSF EXTERIORn UGoFINI51iL5 ry PLASTER OR H/360 • SIVIN6 DUE REGARD FOR 5TRESS, THERMAL AND MOISTURE CONDITIONS AND COMPLY WITH WITHOUT CERTIFICATE A5TM 2?O (R60?.0 ATTIC W/ STORAGE Cl P5F 20 P5F EXTERIOR WALLS-WIND LOADS* YV L/240 O F OCCUPANCY PLUMBING BRITTLE FINISHES 4. PREMOULDED•AND KEYED VERTICAL EXPANSION JOINTS SHALL BE LOCATED AT 20 FOOT INTERVALS. 5PEGIAL SHAPED MA50NRY UNITS CAPABLE OF TRANSMITTING SHEAR SHALL BE UTILIZED ALL PLUMBING WASTE ATTIC, W/O STORAGE Cl PSF 10 P5F EXTERIOR FINISHESN IND LOADS* W/ L/120 UNITS CAPABLE OF TRANSMITTING SHEAR SHALL BE UTILIZED AT JOINT LOCATIONS. -„�a &V'trATER LINES NEED / �, TESTING BEFORE COVERING 5. NUNNIN6 BOND MASONRY COURSES ARE REQUIRED AT ALL LOCATIONS. / 0 �- GARAGE - 50 P5F *THE WIND LOAD SHALL BE PERMITTED TO BE Q fi TAKEN AS O."1 TIMES THE COMPONENT 4 CLADDIN6 6. ALL INTERIOR AND EXTERIOR MA50NRY JOINTS SHALL BE TOOLED OR PODDED, NOT RAKED. p ,� � � Q RAILINGS 200 #/LF LOADS FOR THE PURPO5E5 OF THE DETERMINING r RE-TAIN STORM WATER RUNOFF z DEFLECTION LIMITS HEREIN. -1. TRUSSED GALVANIZED STEEL HORIZONTAL REINFORGIN6 15 REQUIRED AT 16" MAXIMUM INTERVALS INCLUDING CORNERS, INTERSECTIONS AND PILASTERS. HORIZONTAL JOINT REINFORCING SHALL BE 4+ �C1'��)0 " '4 ts;M,,; PURSUANT TO CHAPTER 236 I Room requirements (R303 through R305) DUR-O-WALL OR EQUAL. MASONRY OF THE TOWN CODE. J W � ROOM AREA HE16HT L16HT SI5 VENTILATION 96 EE6REE55 8. IN ADDITION TO REINFORCING INDICATED, GRADE 60 #4 REINFORCING DOWEL5 ARE REQUIRED AT tZ 45" O.G. INTERVALS EXTENDING UPWARD ONE FOURTH THE WALL HEIGHT OR 50" WHICHEVER 15 GREAT RM 542 5F t 8'-O" 1"1511 5F 32 41.06 SF 8 34.86 5F 6 GREATER, AND ENCASED IN GROUT FILLED CELLS. FULL HEIGHT #4 BARS ARE REQUIRED AT ab" BEDRM #2 114 5F t 8'-O" II.I.1 SF 10 6.2 5F 5 b.I. 5F INTERVALS WITH FULLY GROUTED CELLS. BARS SHALL BE EMBEDDED IN CONCRETE FOUNDATION SUFFICIENTLY TO DEVELOP ADEQUATE ANCHORAGE. gu�,cµEAo BEDRM #1 1C13 5F t 8'-O" 38.06 SF 20 3-1A5 5F 20 111 SF MARK MASTER BEDRM 216 SF t 8'-O" 52.4.7 SF 24 4-1.68 SF 22 16.12 5F STRUCTURAL STEEL (502203-EK2205) ApPARE�T HIGH �Alo3"1Q' Location ma N I. ALL STRUCTURAL STEEL WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS HEREIN 1 CIRCLE INDICATES ONE MILE RADIUS INDICATED AND IN ACCORDANCE WITH THE REQUIREMENTS OF THE FOLLOWING STANDARDS. 5 't0°43'46 :, VIA WHERE CONFLICTS OCCUR, THE MORE STRINGENT STANDARD SHALL APPLY: Nappi Residence 5218 Peconic Bay Blvd Laurel, NY 11948 RE5IDENT'IAL CODE OF NEW YORK STATE Laurel.....:• � ;.•'.,.: ;. .Lake .:.: BUILDING CODE OF NEW YORK STATE THE: DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS AND STRUCTURES :HALL BE IN ACCORDANCE WITH EITHER THE AI50 LOAD AND RESISTANCE FACTOR DESIGN � V_ ---- - 5FECIFICATION FOR STRUCTURAL STEEL BUILDINC75 (AI5G-LRFD), AISC SPECIFICATION FOR -ALL HABITABLE RROM5 SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LE55 THAN 57RXTURAL STEEL BUILDINGS-ALLOWABLE STRESS DESIGN (AISG-ASD) OR AI50 5PECIFICATIONS A Y pure 00 8� OF T�-�E FLOOR AREA OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, FOR THE DESIGN OF STEEL HOLLOW STRUCTURAL SECTIONS (AISG-HSS). WHERE REQUIRED, THE B o DOORS, LOUVER5 OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE 5l'J5MIC DESIGN OF STEEL STRUCTURES SHALL BE IN ACCORDANCE WITH THE ADDITIONAL p E CONIC -r PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING T PR'�VI510N5 OF BG 2212. � �+ A `,••� a OCCUPANTS. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4% OF THE G �'� Z FLOOR AREA BEING VENTILATED. (R303.1) r..i+51/AW5 PLI "STRUCTURAL WELDING CODE-STEEL", LATEST REVISION. *EXCEPTION: THE GLAZED AREAS NEED NOT BE PROVIDED IN ROOMS WHERE MECHANICAL VENTILATION 15 2. .`•L.L rr,-AMING MEMBERS SHALL BE SHOP FABRICATED FOR BOLTED FIELD ASSEMBLY. FIELD 2 PROVIDED AND ARTIFICIAL LIGHT IS PROVIDED CAPABLE OF PRODUCING AN AVERAGE s.,STING OR DRILLING, WHEN REQUIRED, SHALL BE CLEARLY NOTED ON THE DRAWINGS. ALL t` R, Q ILLUMINATION OF 6 FOOTGANDLES (6.46 LUX) OVER THE AREA OF THE ROOM AT A HEIGHT OF FRAMING MEMBERS SHALL CARRY AN EASILY VISIBLE IDENTIFYING MARK, EITHER STAMPED, c 30 ABOVE THE FLOOR LEVEL. (R303.1, EXcGEEPTION 2) STENCILED OR PAINTED. N E - PROVIDE 110 GFM MECHANICAL VENTILATION IN BATH5 WITH NO VENTING WINDOWS. (Fzooa.5) SITL PLAN 3. ALL. FIELD CONNECTIONS SHALL BE BOLTED. BOLTS SHALL BE MACHINE BOLTS CONFORMING p r0 ASTM SPECIFICATIONS A525 OR A4-10 AS 5HOWN ON THE DRAWINGS. THE FAYING SURFACES SCALE; 1„=20' r OF ALL BOLTED CONNECTIONS SHALL BE SMOOTH AND FREE FROM BURRS OR DISTORTIONS. ALL BOLTS SHALL BE ELECTRO-ZING PLATED. General conditions 51TE INFORMATION AS TAKEN FROM A SURVEY BY v WALLACE T BRYAN, ILLS., DATED JUNE 11, 2014 ' 4. ALL STRUCTURAL STEEL SHALL BE ASTM A-36 (FY = 36 K51) I. ALL DESIGN, FABRICATION AND CONSTRUCTION WORK SHALL BE CONDUCTED IN ACCORDANCE WITH i,00 mi APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO THE 5. ALL SHOP CONNECTIONS SHALL BE WELDED OR BOLTED. BOLTS TO BE 5/4" AND A5TM A-325 FOLLOWING: AND MEET AISG SPECIFICATIONS, SECTION 1.16, WELDS TO BE ETOXX AND MEET AISG -WFGM 2012 SPECIFICATIONS, SECTION 1.1-1. ALL SPECIFICATIONS TO BE LATEST REVISION. c -RESIDENTIAL CODE OF NEW YORK STATE 2010 -ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE 2010 6. ALL WELDING SHALL BE DONE BY LICENSED WELDERS. J -MECHANICAL CODE OF NEW YORK STATE 2010 -- _ - _.. . 'Revisions: -FUEL AND GAS CODE OF NEW YORK STATE 2010 '1. ALL STEEL DETAILS SHALL BE DESIGNED TO CONFORM TO ARCHITECTURAL REQUIREMENTS. omt o.z 0.4 0.6 0.e 1 1.2 1A ,�DRAWINGS,SPECIFICATIONS AND ccPlEs rHEREor FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN v, WHERE CONFLICTS ARISE, THE MORE STRINGENT REQUIREMENTS SHALL APPLY. 0 2. THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR COORDINATION OF WORK WITH ALL TRADES 50 THAT 5. ALL STEEL FLITCH PLATES TO BE THROUGH BOLTED WITH 5/6" DIAMETER STEEL BOLTS AT Ib" O.G. THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE U_ED ONLY WITH RESPECT TO THIS PROJECT AND ARE 'NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL FCGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT 15 NOT TO BE CONSTRUED AS • PUBLICATION IN DEROGATION OF THE ARCHITECT-5 COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. NO CONFLICT OR DEFICIENCY RESULTS IN THE COMPLETED WORK. STAG6E D. 3. THE ARCHITECT HAS NOT BEEEN RETAINED FOR CONSTRUCTION OBSERVATION AND ASSUMES NO Abbreviations & Symbols Area calculations RESPONSIBILITY FOR CONSTRUCTION ACTIVITIES. "0 4. THE: CONTRACTOR SHALL OBTAIN, PRESENT EVIDENCE OF, AND PAY FOR ALL PERMITS NECESSARY 5TF 'GTURAL LUMBER (R502, R602, R802) DESCRIPTION AREA REMARKS c TO CONDUCT THE WORK AND COMPLETE THI5 CONTRACT. THE CONTRACTOR SHALL OBTAIN THE �J 5EGT/DTL # v BUILDING PERMIT AND CERTIFICATE OF OGGUPANGY AND ALL REQUIRED APPROVALS. ALL WORK SHALL I. ALL FLOORS, WALLS, CEILINGS 4 ROOF5 SHALL BE DESIGNED AND CONSTRUCTED IN ALUM ALUMINUM ® GONST. NOTE 9 BE PERFORMED IN STRICT ACCORDANCE WITH THE REGULATIONS AND REQUIREMENTS OF THE VARIOUS ACCORDANCE WITH THE SPAN TABLES FOUND IN THE RESIDENTIAL CODE OF NEW YORK 5TATE BF BEARI D SHEET # EXISTING FIRST FLOOR 1,140 5F Proposed Addition/Alteration OR IN ACCORDANCE WITH AF4PA / NDS AND ASCE-1. BRNG BEARING CIVIL AGENCIES HAVING JURISDICTION THEREOF. GJ GEI1. ING JOIST EXISTING SHED 195 SF • DEMO NOTE # DTL # T UPON COMPLETION OF THE WORK PROVIDED FOR IN THIS CONTRACT, AND BEFORE FINAL PAYMENT SHALL GK CHECK �. # SHEET # PROPOSED SECOND FLOOR -I-il 'SF 1\III BE MADE, THE CONTRACTOR SHALL FURNISH THE OWNER WITH ANY NECESSARY CERTIFICATES OF 2. ALL LUMBER SHALL BE DOUGLAS FIR CONSTRUCTION GRADE #2 OR BETTER WITH THE FOLLOWING CLN6 CEILING . ap i OCCUPANCY OR CERTIFICATES OF COMPLIANCE ISSUED BY THESE VARIOUS AGENCIES. MINIMUM STRE55 GRADES: CO GLEAN OUT / CASED OPENING # INT. ELEV. # _5. ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE APPROXIMATE AND ARE SUBJECT D REVISION AS CT CONTIt�U TI 02 DOOR TAG Resi ence PER ACTUAL FIELD CONDITIONS, THE DISCRETION OF THE OWNER, AND AS DIRECTED AND/OR APPROVED PENDING STRESS FB = BASES 815 ADJ: I10-1 P51 CT CONCRETE TIE ## # SHEET # BY THE ARCHITECT. SHEAR 51RE55 FV = q5 P51 GMU CONCRETE MASONRY UNIT b. THE CONTRACTOR SHALL SECURE CONSTRUCTION SITE IN ACCORDANCE WITH ALL APPLICABLE SAFETY MODULUS OF ELASTICITY E= I.6 X 106 PSI D DRYER A WINDOW TAG STANDARDS. THE CONTRACTOR SHALL CONDUCT ALL WORK TO PRECLUDE THE EFFECTS OF WEATHER V J PECKDIAM .1eR m REVISION 5218 Peco n i c Bay Boulevard ON COMPLETED WORK, OR WORK IN PROGRESS. 3. ALL FRAMING BRACKETS AND ANCHORS SHALL BE Ib GAUGE GALVANIZED STEEL BY 51MPSON OR EQUAL. DN DOWN JOIST -1. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND EXPENSE OF TEMPORARY ENCLOSURES 4. ALL WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE TREATED PRESERVATIVE (PTP) TIMBER. DW DISH WASHER Laurel, New York 11948 WHERE NECESSARY OR WHEFZE GALLED FOR IN THE DRAWIN65. EW EACH MAY 8. ITEMS SUSTAINING DAMAGE DURING THE CONSTRUCTION PERIOD SHALL BE REPAIRED AND/OR 5. ALL LOAD BEARING DIMEN51ON LUMBER SHALL BE IDENTIFIED BY A GRADE MARK OR A FAI FRESH AIR INTAKE • MINIMUM PIPE INSULATIN SHALL COMPLY W/ TABLE 5045 OF THE ENERGY REPLACED TO THE SATISFACTION OF THE OWNEER AND TO THE APPROVAL OF THE ARCHITECT, AT THE LUMBER GRADING OR INSPECTION AGENCY THAT HAS BEEN APPROVED BY AN ACCREDITATION FF FINISHED FLOOR Riser diagram (no scale) CONSERVATION CONSTRUCTION CODE OF NYS, CONTRACTOR'S EXPENSE. E30PY THAT COMPLIES WITH DOG PS 20. FJ FLOOR.J015T FIR FIRE RATED LPA Architects LLP a. THE CONTRACTOR SHALL CONDUCT ALL WORK IN SUCH A MANNER 50 AS TO NOT IMPAIR THE STRUCTURAL 6ALV GALVANIZED VENT THROUGH + INTEGRITY OR 5TA51LITY OF ADJACENT STRUCTURES, EQUIPMENT, OR UTILITIES. SHOULD DAMAGE OCCUR GWB GYPSUM WALL BOARD p VENT THROUGH / 4 THE ROOF AS A RESULT OF THE WORK, THE CONTRACTOR SHALL REPAIR OR REPLACE SAID DAMAGED ITEMS. THE PLUMB 1 NG AND HEATING WORK (P2502, $ R303.5) HT HEIGHT 4 THE ROOF. A R C H I T E C T U R E P L A N N I N G CONTRACTOR SHALL BEAR ANY AND ALL COSTS ASSOCIATED WITH WORK DISCONTINUATION, MATERIALS LVL LAMINPlTED VENEER LUMBER TESTING REPAIR AND ALL MISCELLANEOUS RELATED ITEMS. I. PLUMBING - SANITARY GOLD AND HOT WATER AND ALL OTHER PIPING SHALL CONFORM TO MEM MEMBRANE �4" i4� w w w, I p a - p I a n s . c o m MFG'D MANUFACTURED I 1 10. THE TERM "OWNER" SHALL RIEFER TO THE LEGAL OWNER OF THE PROPERTY AND PREMISES AND ITS ALL•LOGAL, COUNTY 4 TOWN REQUIREMENTS AND THE REQUIREMENTS OF THE .---��- _ RE51DF-NTIAL CODE OF THE STATE NEW YORK. NITS NOT TO SCALE AGENTS OR REPRESENTATIVES. O.G. ON CENTER _ i i Lemmen Paul Associates,Architects LLP II. THE CONTRACTOR'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THE CONTRACTOR'S PG POURED CONCRETE -: " :: ' ACCEPTANCE OF THE TERMS SPECIFIED HEREIN,. AND SHALL BE INCORPORATED INTO ANY AND ALL 2. THE USE OF LEAD SOLDER IN PIPING JOINTS IS STRICTLY PROHIBITED UNDER LAW. PTP PRESSURE TREATED PRESERVATIVE 1 1112 12 I IX2 i 21 Greeley Avenue Sayville, NY 11782 I! AGREEMENTS BETWEEN OWNEER AND CONTRACTOR. R RISER J ; E31 T1 #31 I Tel: 631 589 2914 Fax: 63 1589 6935 12. THE CONTRACTOR SHALL DETERMINE AND/OR VERIFY THE ACTUAL LOCATION OF ANY AND ALL 3. ALL HYDRONIC HEATING SUPPLY AND HOT WATER PIPES SHALL BE INSULATED. RD ROOF DRAIN J i 1 i Ipa-plans.com � ° UTILITIES, ALL SUPPLY, WASTE AND HEATING PIPING AND RELATED ITEMS PRIOR TO COMMENCEMENT OF REF REFRIGERATOR i "°& WORK. ALL 005T5 INCURRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 4. HEATING SYSTEM SHALL BE EXISTING TO REMAIN. CONTRACTOR TO MODIFY AS REQUIRED TO BE REQ'D REQUIRED J 2ND FLR RR ROOF RAFTER , :, 15. THE CONTRACTOR SHALL, AT ALL TIMES, PROVIDE CONVENIENT ACCE55 AND SAFE AND PROPER SUITABLE FOR COMFORT HEATING IN ACCORDANCE WITH THE REQUIREMENTS OF THE SGDH5 SUFFOLK COUNTY DEPARTMENT i I I/2 3 2 FACILITIES FOR THE INSPECTION OF ALL PARTS OF THE WORK. ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. _ _ 14. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TIME TO BE DEFECTIVE OR SUBSTANDARD SHALL BE OF HEALTH SERVICES �.�- _ , UNAUTHORIZED ALTER DTI EN 5H SHOWER I �� 1 OF ANY ITEM ON THI5 DOCUMENT REMEDIED AT ONCE, RE6AR17LE55 OF PREVIOUS INSPECTIONS. ��- , , IS A VIOLATION OF r, 5. THE PLUMBING CONTRACTOR SHALL OBTAIN ALL PERMITS $ PAY ALL FEES REQUIRED FOR TK SINK 1112" 1211I IX2" NEW YORK STATE LAW. 15. ALL MATERIAL AND ITEMS INDICATED ON THE CONTRACT DRAWINGS, DIRECTED BY THE ARCHITECT HIS WORK. - AND A5 PER SITE CONDITIONS DEMAND, SHALL BE DISPOSED OF PROPERLY IN APPROVED T5 TERMITE SHIELD J i I iI/2' Issue Date: Y FROM THE PUBLIC OUT OF THE PATH OF TYP TYPICAL ;B 'TH #21 KI GHEN CONTAINER OUT OF THE PATH OF CONSTRUCTION AND AWA , CONSTRUCTION AND AWAY FROM PUBLIC AND VEHICLE TRAFFIC, AND TO BE CARTED To APPROVED UON UNLE55 OTHERWISE NOTED _ APR 1 LAND FILL 51TE BY LICENSED GARTERS. VIF VERIFY' IN FIELD I r 5 2015 ELEGTRIGAL WORK E3301 W WASHER i IL)W Project Date: ° 16. ALL NEW WINDOWS AND 5KY1'_IGHT5 TO BE MANUFACTURED BY ANDERSEN CORP., BAYPORT, MN. W/ WITH � 15T FLR OR EQUAL . ALL WINDOW TYPES AND SIZES SHALL BE AS INDICATED ON THE CONTRACT DRAWINGS. 1. 1 1/2" 3" 2" 2" SEP 2014 WINDOW GLAZING SHALL BE HIGH PERFORMANCE OR "E" TYPE GLAZING. FURNISH FIBERGLA55 INSECT ALL ELECTRICAL .WORK SHALL CONFORM TO THE REQUIREMENTS OF THE-RESIDENTIAL CODE OF NH WATER HEATER v. THE NATIONAL ELECTRIC GODS THE LOCAL POWER CO. AND ALL WWM WELDED WIRE MESH SCREENS WITH ALL NEW WINDOWS. NEW YORK STATE, , 1-1. THE CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS OF THE SITE PRIOR TO STARTING OF APPLICABLE LOCAL REGULATIONS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY Scale: WORK AND HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK ALL FEES REQUIRED FOR HI5 WORK. THE CONTRACTOR SHALL HAVE THE INSTALLATION WALL LEGEND GO Go 4° ^� AS NOTED AGREE WITH SAME. INSPECTED AND APPROVED BY AN INSPECTION AGENCY OF THE FIRE UNDERWRITERS J TO EXISTING 18. IF IN THE COURSE OF GONST1�l1GTION, A CONDITION EXISTS WHICH DISAGREES WITH THAT AS ASSOCIATION AND SUBMIT A CERTIFICATE OF FINAL APPROVAL BY THE INSPECTION AGENCY -------- EXI5TIRS, WALLS ' Project# Drawn; Sheet . � SANITARY SYSTEM INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. UPON COMPLETION. t-------- REMOVED 1 14028 EPH SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE TO WORK, HE SHALL ASSUME ALL 2. SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED AS INDICATED ON DRAWINGS AND IN ' RESPONSIBILITY AND LIABILITY ARISING THEREFROM. ACCORDANCE WITH APPLICABLE FIRE SAFETY AND ELECTRICAL CODES. EXISTINIG WALLS la. GRADING AROUND NEW CONSTRUCTION SHALL 5LOPE AWAY FROM HOUSE AND BLEND INTO EXISTING. Job: Check: s 20. DO NOT SCALE DRAWINGS. WRITTEN DIMEN51ON5 SUPERSEDE 50ALED DIMENSIONS. NEW KALLS i CELLAR NAPPI I<MP 3. ' ALL ELEGTRIGAL FIXTURES, SWITCHES AND ACCESSORIES SHALL BE 5ELEGTED BY THE OWNER. 21. IT 15 THE INTENT OF THESE DRAWINGS TO EXPLAIN THE REQUIREMENT5 OF THE PROPOSED CONSTRUCTION. HOWEVER, FIELD CONDITIONS MAY ARISE DURING GONSTRUGTION THAT MAY NOT PUMP TO SEWAGE EJECTOR ` HAVE BEEN EXHAUSTIVELY DETAILED. PUMP TO REMAIN COVER u Sheet Notes: z - Orill z 0 u 57 CL z 0 cD to , cn W O Jul Q z J W Exist. Exist. Bedrm. #1 Bedrm. #2 CD � w Exist. Sun Rm. - - O o OD r,4 o IN — Vi a a ro Z v Exist. v , Living Rm. E Exist. Kitchen ro w v O J Q J ^ N fd . L Revisions:: u ALL DRAWINGS,SPEGIFIGATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN � � THfE FROPERtt OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE -- NOT TO BE USED ON ANY OTHER PROJECT. 505MI5510N OR D15TRIBLMON TO MEET OFFICIAL REGULATORY CD RE:QUIREMENT5 OR FOR OTHER PURPOSE5 IN CONNECTION WITH THE FRO.JEGT 15 NOT TO BE CON51RUED A5 N RZLIrATION IN DEROGATION OF THE ARCHITECT'S COMMON LAW COPYRIGHT OR OTHER RE5ERVE0 RIGHT5. L CQ. , Q .D Proposed Addition/Alteration 3 Nappi Residence 5218 Peconic Bay 'Boulevard Laurel, New York 11948 LPA Architects, LLP ARCHITECTU RE PLANNING www. Ipa- pIans , ccm EXISTING FIRST FLOOR PLAN N Lemmen Paul Associates,Architects LLP SCALE: 1/4"=1�-0" 21 Greeley Avenue Sayville, NY 1 1782 Tel: 631 589 2914 Fax: 631 589 6935 %t I'pa-plans.com Ytio�L.�J UNAUTHORIZED ALTERATION OF ANY ITEM ON THI5 DCGUMENT 15 A VIOLATION Or- NEW YORK STATE LAW Issue Date: APR 15 2015p r' Project Date: SEP 2014 4 Scale: fJ AS NOTED Project# Drawn: Sheet 14028 EPH Jab: Check: Ao2 NAPPI KMP EXISTING CONDITIONS Sheet Notes: z Foundation notes: -ALL DEMOLITION 8 DEBRIS MATERIAL TO BE PISP05EP OF PROPERLY BY CONTRACTOR -VERIFY ALL DIMENSIONS IN FIELD z PRIOR TO START OF WORK 0 -ALL WOOD MEMBERS IN CONTACT WITH CONCRETE U 12 TO BE PRESSURE TREATED PRESERVATIVE (PTP) ---- --- ---- ---- �6 LUMBER -ALL NEW EXPOSED SLAB5 ON GRADE 4 GARAGE SLABS SHALL HAVE A MIN. COMPRESSIVE STRENGTH cn 2X8 RR ® I6" O.G. OF 5,500 P51. SEE TAKE R402.2. ON RC-I z 2X8 GJ a 16" O.G. W I SIMPSON HDUS SHEARALL TIEDOWN ADJACENT t TO DOUBLE STUD AT WINDOW OR DOOR ABOVE ry, (SEE UPLIFT CONNECTIONS SHEET RG-2) LU CL H2A HURRICANE CLIPS 3 NEW PINE BOX / OAK TREAD STAIRCASE WITH HARDWOOD RAIL AS SEL. BY OWNER TO COMPLY ® 16" O.G., TYP I'_6„ WITH R514 d R315 OF THE RES. CODE OF NYS. El s 3 I/2" MIA. SCHEDULE 40 STEEL PIPE COLUMN W/ U - - c0 PROVIDE NEW 8XI6 GMU PILASTER 3-I/2"X6"X3/8" GAP PLT d 6"X6"XI/2" BASE PLT FOR STEEL z New• \\` i O TO NEW FOOTING BELOW UNDERPINNED Bedrm. BEAM POCKET (TYPICAL). SHIM GIRDER WITH Hall 2X8 LEDGER 4 SAWCUT EXISTING FOUNDATION WALL FOR NEW --- ---- C) 2X6 LE ® I6" O.G. - Q _ STEEL SHIMS ONLY- PACK POCKET WITH -T5XI1.85 1.9E TJ LVL-FLUSf�`.;_., I —� Al NON-SHRINK GROUT (TYP) 12 r I TYP --------------------- ___ --• �------------ .r 4 11.88" TJI 110 JOISTS ® 16" O.G. ----- -------------------- --j PROVIDE 2X4 PTP POSTING A REMOVE EXISTING BOILER, DEMO EXISTING CHIMNEY DOWN TO BELOW CONCRETE SLAB. 2ND FLR PATCH SLAB AS REQ D TO MATCH EXISTING T.O. SUB FLR 3 I I I ' ' G FOR 3 LOCATION ) I W GIRDERS A5 INDICATED r ------------------------------------------------ � --___ __ .; (TYPI AL S I SAWGUT SLAB AS REQ'D FOR NEW DIRECT VENT, GAS FIRED, HIGH EFFICIENCY ' - - WATER " _ ""_. IMLL I , � -- NEW 36"X36"X24" P.G. FOOTING ' W 10 X 26 STEEL BEAM ; W/ (3) #4 BARS EACH WAY, ____ _ i= r =_� ___* _-;- CONDENSATE BOILERS W/ 'SUPERSTOR' HOT Lu 2X6 GJ a 161, O.G. ; I r==----_-# I TOP d BOTTOM STORAGE TANKS A5 SELECTED BY OWNER " 7 2X8 GJ ® I6" O.G. ' •I I 2 2X6 GJ ® 16" O.G. ` 0 1'-6" = i ;I E I5TING TO REMAIN ' o- New New 4 I '-QI 2-i.,5_ i.q_LI m ati Rm. Kitchen `� Entry X I Ti i (UNDER EXISTING 2X6 PURLIN) Gre � II �a I•I ---------------------a 1. ..II II I It-- ---------------------- ° II Exist. ------- r====== T.O. SUB FLR I ,' Cellar m•i 1'� w• `,m ii Mech Q= _ _- Q II — - -- z 15T FLR ' « ' dJ ` J1' -:.i EXISTING FLOOR 5Y5TEM TO REMAIN �/ ALTEREDII ,H \ // \\ r141,1HR -I.l 53 1.9E TJ LVL LII I - '___ 01 1 � STING 2X6 PURLIN) & W REMOVE EXISTING MAIN BEAM, INSTALL PROVIDE 6X6 PTP TIMBER t-r = - *--••+—Y �II * 114 F AREAWAYS AT ALL CELLAR i i i i 1 I� NEW W 12 X 50 STEEL BEAM GIRDER WINDOWS (TYPICAL FOR 2) A5 INDICATED ' I I I I I �.� I L-1 I X I I I I I I 1 I4 *—ri 1 w� � ------------ Exist. T--------------- Cellar I 2-2X6 GJ ® 16" O.G. i•i`�" �; �. �• EXISTING TO REMAIN I 2-1.75 5.5 I. 3T1J?VL N I II GUT EXISTING SLAB FOR PLACEMENT , ---____t ' 3 (UNDER E 15TIII x6 PURLIN) A SAW I 0= NEW 42"X42"X24" P.G. REINFORCED 3 ____ _______________________ FOOTING, PATCH SLAB TO MATCH EXISTING \ 3 � w I \ ---- ------------•�--------- 2X6 LUSH • I -+ 2 — 42"X42"X24" P.G. FOOTING W/ (3) #4 BAR5 EACH WAY, — X TOP d BOTTOM -* +-•---------- — I «+t r----------- --- — t — i RELOCATE EXISTING ELECTRIC � i I ' I d) iiii i'/ i — — PANEL TO NEW LOCATION b BUILDING SECTION A-A - -- I ;�; {{ I I II N co CD SCALE: 1/4"=1'-0" 4 I I EXISTING SEPTIC PUMP a I i•i i i 1' \ ; ti-'f , i t TO REMAIN Z ------------------------1 ' ' -- I 1 I 1 E REMOVE EXISTING CELLAR WINDOWS, TYP I SAWCUT FOUNDATION WALL 4 FRAME DEMO EXISTING BATHTUB WALL _71 MASONRY OPENING A5 RE FOR WALL FRAMIA5 INDICATED PROVIDE EW FRAME 0 INSTALLATION OF NEW WINDOW UNITS. b PATCH WALLS TO MATCH EXISTING 8„ 12 Construction Notes: o DEMOL15H EXISTING MASONRY CHIMNEY U_ �6 ROOF: TO BELOW GRADE AS INDICATED v _ _ _ _ _ 30 YR ARCHITECTURAL ASPHALT 5HINGLES N � 2X8 RR ® I6" O.G. 30# FELT BUILDING PAPER / 1/2" CDX PLYWOOD SHEATHING REMOVE AND DISPOSE OF EXISTING 2X8 GJ ® Ib O.G. 2 X 8 ROOF RAFTERS ® 16" 0/0 (UON) WALL5, DOORS d WINDOWS INDICATED, Revisions: 2 X 6 COLLAR TIES ® 16" O/G/ (UON) AS REQUIRED FOR NEW CONSTRUCTION ' 2 X 8 CEILING JOISTS ® 16" O/G NON) PATCH FINI5HE5/TRANSITION5 AS REQ'D ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN INSULATION - SEE SCHEDULE TO MATCH EXISTING CONDITIONS THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE `" 1/2" GYPSUM BOARD - TAPE d SPACKLE 3 GOATS NOT TO BE USED ON ANY OTHER PROJECT. 5 CONNECTION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY O i i REQUIREMENTS OR FOR OTHER PJRPOSES IN CONNECTION WITH THE PRO,iECT IS NOT TO BE CONSTRUED AS H2A HURRICANE CLIPS PUBLICATION IN DEROGATION OF THE ARGHITEGT5 COMMON LAW COPYRIGHT OR OTHER RESERVED RICHT5. v' ® 16" O.G., TYP „ II -6 WALL: REMOVE AND D15P05E OF EXISTING T - dJ CEDAR BRER PERFUNDERLAYMENT1' TO WEATHER CASEWORK, FIXTURES d APPLIANCES d) DRAFT RETARDER UNDER(TYVE OR EQUAL) GAP EXISTING PIPING AS REQUIRED - Bath #2 I/2" GDX PLYWOOD SHEATHING Proposed Addition/Alteration Hall 2 X 4 STUDS ® I6" o/G NON) 3 -, INSULATION - SEE SCHEDULE 1/2" GYPSUM BOARD - TAPE 4 SPACKLE 3 GOATS FOUNDATION PLAN WALL LEGEND Nappi -II I/2 N 2-1.15XI1.88 1.9E TJ LVL U5H SCALE: 1/4"=1'-0" 11.88" TJI 110 JOISTS ® I ' O.G. I5T FLOOR: r- ---- T.O. SUB FLR \. EXISTING FLOOR SYSTEM TO REMAIN EXISTING WALLS REMOVED Residence 2ND FLR ---------------- _ „ _ _-- _-- _-- --- --- - - --- --- --- --- --- -- _-- _ (2) 2 X 6 PTP PLATES ON SILL SEALER GMU WALL5 _ ----___-=-_'�F_ _ _-- _-- -, --- --- - -- --- - - --- --- --- --- - OVER TERMITE SHIELD CONCRETE WA S Peconic Bay Boulevard 52 18 - -- I \ NEW POURED CON TE LL J \ r• I I 2ND FLOOR � NEw FRAME WALLS Laurel, New York 11948 3'-6 I/2" p J I FINISH FLOOR ON 3/4" T$G PLYWOOD �,:.r•H H.n;fV;lla J ' r , SUBFLOOR (STURDI-FLOOR OR EQUAL) 11.58" TJI 110 JOISTS ® 16" O.G. (UON - SEE PLAN) T.O. 5UB FLR I �_ STAIR LANDING I Bath #1 Clst FOUNDATION: Entry � I � EXISTING TO REMAIN LPA Architects, LLP A R C H I T E C T U R E P L A N N I N G II e'-o" INSULATION SCHEDULE: www. lpa - pIans , com O \ 3 X6-FLUSH R-55 ® ALL FLAT GEILING5 . II R-30G ® ALL VAULTED GEILING5 T.O. SUB FLR \ _•_ _,_ .. R-22 ® FLAT GEILING5 BELOW ROOF DECK IST FLR _____ _ EXISTIN LLP G FL R 5Y5TEM TO REMAIN R-15 ® ALL EXTERIOR WALLS (2X4) emmen Paul SOCIaieS,Architects 21 Greeley Avenue Sayville, NY 11782 ------- - \ R-22 ® ALL UNHEATED CRAWL SPACES 4 CELLARS Tel; 631 589 2914 Fax: 631 589 6935 ° F R-15 ® ALL STAIR WALL5 Ipa-plans.com -' 2-I.-15 .5 1.9E TJ LVL F� = (UNDER 15TIN6 2X6 PURLINS) Roof system J (n THE NEW ROOF 5Y5TEM SHALL INCLUDE, BUT NOT BE UNAUTHORIZED LT 0 T o LIMITED, TO THE FOLLOWING: ALL VALLEYS, EAVES, OF ANY ITEM ON THIS DCGUMENT ry Mech RAKES, CRICKETS, ETC., TO RECEIVE G.A.F. 'STORM Is A VIOLATION or- GUARD' FILM SURFACE LEAK BARRIER INSTALLED AS 1 . NEw YoRK srarE LAw. /� PER MANUFACTURER'S INSTRUCTIONS. ROOF DECK TO . 1 5 2015 ` 4 RECEIVE G.A.F. 'SHINGLE-MATE' 30 LB BUILDING FELT Issue INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS. ROOFING 5HIN6LES TO BE G.A.F. 'TIMBERLINE' UNLTRA ; 30 YEAR 'ARCHITECTURAL' 5HINGLES, INSTALLED AS PER MANUFACTURER'S INSTRUCTIONS. ALL RIDGE Project Date: AREAS TO RECEIVE 'COBRA VENT' RIDGE VENTING W/ SEP 2014 G.A.F. 'TIMBERTEX' RIDGE GAP SHINGLES. 4 Scale: AS NOTED BUILDING SECTION B -B Project# Drawn: SheetSheet 14028 SCALE: 1/4"=1'-0" Job: Check: A�3 NAPPI KMP FOUNDATION / SECTIONS z Sheet Notes: O Pl�ltes:, -DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUND ALL OPENING5. z -INSTALL BRIIDGING IN ALL FLOOR $ FLAT ROOF p JOISTS, GEIL.ING JOISTS 8 BEAMS. BRIDGING SHALL U BE INSTALLED , 8'-0" O.0 MAX 8 SHALL BE SOLID WOOD BLOCKING 2" X DEPTH OF MEMBER OR 18 GAUGE METAL STRAP BRIDGING. -PROVIDE GAT5 AT ALL LOAD BEARING WALLS -ALL DEMOLITION # DEBRIS MATERIAL TO BE DISPOSED OF PROPERLY BY CONTRACTOR �- -VERIFY ALL DIMENSIONS IN FIELD PRIOR 5 TO START OF WORK LU -ALL WOOD MEMBERS IN CONTACT WITH CONCRETE 4'-0" t 23'-5" t 12'-4" TO BE PRESSURE TREATED PRESERVATIVE (PTP) LUMBER 50'-0" 1--t -SMOKE DETECTORS SHALL BE INSTALLED IN EACH I- l 5'-6" 13'-II" 6'-q 1/2" 3'-a 1/2" SLEEPING ROOM, OUTSIDE EACH SEPARATE 5LEEPIN6 U AREA, 8 AT EACH ADDITIONAL STORY OF THE z DWELLING, INCLUDING BASEMENTS 4 CELLARS, BUT NOT INCLUDING GRAWL5PAGE5 8 UNINHABITABLE n 4'-0" AT7I05. SMOKE ALARMS SHALL BE INTERCONNECTED p 8 BE CLEARLY AUDIBLE IN ALL BEDROOMS IN m 3 3 ACCORDANCE WITH RGNYS SECTION R313. EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, CHANGE OF OCCUPANCY, ADDITION OR RENOVATION SHALL BE PROVIDED WITH SMOKE ALARM AS PER APPENDIX J. RGNYS - APP. J - SECTION AJ403.2, EXCEPTION 2: SMOKE ALAFZMS N EXISTIN6 AREASSHALL NOT BE REQUIRED TO BE I INTERCONNECTED 4 HARD WIRED WHERE INTERIOR WALL OR CEILING FIN15HE5 ARE Ln NOT REMOVED. LU Of U RGNYS - APP. J - SECTION AJ403.3, EXCEPTION CARBON MONOXIDE ALARMS SHALL BE INSTALLED Q HATCHED AREA INDICATES IN BUILDING5, BUT ARE NOT REQUIRED TO BE 0 ROOF DECK ABOVE n 3 INTERIOR WALL OR CEILING FINISHES ARE NOT INTERCONNE,.:TED OR HARD WIRED WHERE EX 5TI CY TYP REMOVED. r— --r 5 N N -ALL NEW INTERIOR TRIM AND DOORS AS I li WH 60611 - _ __ TYP VVDH o410 WDH 2446 H 3046- A21 m A21 SELECTED BY OWNER (UON) �, _ = _ _ _________ ____ _ m m _ I -ALL BUILT-IPd CABINET CONFIGURATIONS -I.� XII. 8 LVL- II I ' 2-02 12 2-2XI0 }- Ili ii lobe I I TO BE VERIFIED WITH OWNER NON) I I I � i .I , , f— —}�I FT, II IX p (V n = r Q _ O New 'I Clst I ; ' : 'II I !> I I m ( -PROVIDE ROD SHELF AT EACH OSETSM OSET z I I II o I Bedrm.. #2 _ ., „ - I $ AND rJ SHEL'/ES AT ALL LINEN GL N ) , I Clst ' -ALL POGKE'I' DOOR ALCOVES SHALL BE FRAMED I I J upl "il/2 ® I O 30 I O 46 „ 4 ! _ — I r m III I I , 1 _ ( s I r W/ PRE-ENG 1 NEERED STUDS ON FLAT. HEAVY DUTY • i O O i 15'-10" aJ o� 5'-O" v Il 'I iI IT �I �, , i i r i ' I ! I I I 3 I/2 V ? v 4 I 1 SLIDES AND HARDWARE AS MFG'D BY GRANT. X I 11.88" T I I I� �10#iTS 16" O.G. ° cV 3 I/2 3 I/2 - 3 I/2 t ry I I u_ LL II I , I j , i i s tl chi c!J I u I i I , - - <� I ° IQ NEW PINE BOX OAK TREAD STAIRCASE WITH Q - ,, }= SV _i - _ I ; ; - - _J N HARDWOOD RAIL AS 5EL. BY OWNER TO COMPLY d li it `9u U' I j I I ! i N ® �• Bath #3, WITH R314 $ R515 OF THE RES. CODE OF NY5. � I •' SD ('V ; m , , i i , I � I - I- dJ p � ! , _0 m 2�1.75Xq.25 I.qE TJ VL.- L 5 * = L I - Bat #2 .jN �.' 1 — ! W ,- „ I I I I .0 N�"-t �/ V uJ i 1 N X 1 � 20 1 1/2 I 12'-T I/2" •I r°+ 2'- I/2" i .3'.=0' `—t I i 6 m .0 Jv _ cv Q2 PROVIDE 8 INSTALL FANTEGH #PBIgO 1- ` ' V ' TI ". I j ; I , , I ; I , F� NeW — 2068 PGKT , ,�,� m ; N PREMIUM BATHROOM EXHAUST FAN •,� 3 1411 I X �• Master drm. I 2 I/2 - I I ' - 6'-O" `� -il-O" Q3 SIMPSON HDU5 SHEARWALL TIEDOWN ADJACENT .:� X V I `�' l TO DOUBLE STUD AT WINDOW OR DOOR ABOVE ----------- --t+ i--- ----- - -�_� - --- ---- t t-' �• � I ! ' I ; ; 1 � ; I I I I i ` ' 1 r �i of '� 3 I/2' ° 3 I/2r �I m----------- -- --- --- - -- --- -------- --- _ i N ; I v dJ _ (SEE UPLIFT CONNECTIONS SHEET RG-2) v X •Im Q — 1F m O — I ! I !I I I I m' ,P' X v� (V 2068 0 v O (V m G I ! ' I ,�; o I " p ® PROVIDE 5 - 12" DEEP BUILT-IN BIRCH VENEERED, 5D r I ; I v �t PAINT GF.ADE SHELVES W/ 1 1/4 HARDWOOD LIP X _ I N :: I �G r cV I O ® 4- ___ _ -6 12 2_ 2 I, 1 ! ; +�`' - 5Q SOLID BLOCKING TO JOIST OR GIRDER BELOW I I TYP :: ---- ------ - 1 I �*� 8 1/2 ------__ I --=3�/2 -, 3-f/2'-3 - I ; - 8 X STEEL BEAM FLUSH I a 2-2 I I I O © LINE OF :2ND FLOOR WALL ABOVE I f L I 2r1.�5X1.88 I. E TJ LVL-Fi USH .�• , I �(A I I ' ! 2-2X8'.. " 1 -v 1 r— . _� . . 77w—. y. �_ . �. . �� . .� f -. r�+ I `2 8 GJ ® 16 o.G. d) 8 I j I 4-1 I' 1 I I WH I I g N 2668 �� — _ 0 N AS MFG'D BY 'LENNOX' OR EQUAL -- IN O NEW 36'I GA5 FIRED, DIRECT VENT FIREPLACE 00 r14TYP m r v I e I•� I +i I I iiI �' ===11.88" TJI I10 JOISTS cV 1 I, ` 0 New Hall �.I �0 -7 k? Q I I° I u I ,I I „ _ I — x TO FOUNDATION OR STEEL BEAM BELOW o TYP I y 0 1 I6 O.G. N B e rm. #1 a v O n �I ,_XS RR @ I6 O.G. 80 3 I/2"� SHEDULE 40 STEEL COLUMN POSTED n- _ N I - II= I IQ I III I! 5 I / ; i , i I ! i �� N 3 rd A (y I 'F I�I I II' ! TYP - -- -- '� Entry m ' ! '� - SD cv� '' - TYP �� A ® PROVIDE PULL DOWN STAIRS - BESSLER =_ { ! , Y 3 p ti 3 SPACE SAVER - R.O. 25-1/2 X54 SET TOP � - ew L, I I ,- 3 I I 1 I 2X8 RR @ 16" O.G. OF 5TAIF: FRAME FLUSH TO TOP OF o �.iu III III itch :2�_ 2-1.�5 I.ba VL-FLU H_ _ I I Roof Deck ! I _ - m I!?x8-FLus� _ i (n 2-I.�5XQ.25 I.qE LVL "X T �i� I I ! j i - CEILING JOISTS UP v "PN I N YI •� l I '�_N I �Tt __ iII I m i - Lin cv /�•— ( X 0 � Clst II o II \ I� '� �� :: III �: i I -� ----- --- �L v x III r'-- . __� II- 11.58 TJI 110 I5T5 � I6 O.G. , I „ ry �� N I I mIM O nI _ I tiA / I ; I• I - - - �- I ,I ! I 14'-4" dJ 21 -I 611 Q — II X I l(1 SI F-- i l - u cV ® I I II N I r Af,7 - X 3 I/ tV 3 1/2 I 3 I/ 1/2� I I I �� 12-2X10/ 4 so68 L�5X11.aa LVLLkR i -T I/ \ I o I _-.� ! m I, I 1 TYP -- - - --- -x--_ _ssl _______77__ ______________ I iWH 6061 I i WDH I 10 ��\ -- i WDH 24 6-2 A221 - 046 N WTR 20 3-2 Revisions: _- WDH 20 10-2 ALL DRAWIN65,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN I I �� THE PROFERI'f OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RE5PEGT TO THI5 FROJEGT AND ARE `n 1- -------------: 2X6 'DUMMY NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REMOVE AND DISPOSE OF EXISTING RAFTERS' I6" O.G. REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT 15 NOT TO BE CONSTRUED AS I I WALLS, DOORS 8 WINDOWS INDICATED, 3 PUBLICATION IN DEROGATION OF THE ARCHITECT'S COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. Q I DEMO EXISTING CHIMNEY AS REQUIRED FOR NEW CONSTRUCTION TYP _'__ _ _____ ____ ____a AS INDICATED PATCH FINI5HE5/TRAN5ITIONS AS REQ D b TO MATCH EXISTING CONDITIONS — DEMO EXISTING MASONRY � STOOP AS INDICATED REMOVE AND DISPOSE OF EXISTING ProposE►d Addition/Alteration CASEWORK, FIXTURES 8 APPLIANCES GAP EXISTING PIPING AS REQUIRED Nap 1 Resii ence 5218 Peconic Bay Boulevard 18'-5 1/2" 4'-0 l/2" Laurel, INew York 11948 25'-O" 4'—O" 8'-4" 13'-cl 1/2" g'-7" 4'-O 1/2" 50'—O" LPA Architects, LLP A R C H I T E C T U R E P L A N N I N G www. Ipa - pIans . com Lemmen Paul Associates,Architects LLP FIRST FLOOR PLAN WALL LEGEND SECOND FLOOR PLAN T Greeley Avenue Sayville, NY 11782 SCALE: 1/4"=1'-0" E_' N WALL LEGEND Tel: la 589 2914 Fax: 631 589 6935 t----- SCALE: 1/4"=1'-0" N r -- - -- tpa-plans.com ._____- EXISTING WALL5 REMOVED .__ ---- EXISTING WALLS REMOVED Total Proposed Altered S.F. = 1,140 �� EXI5TIN6 WALLS Total Proposed Added S.F. = 771 EXISTING WALLS NEW WALLS . NEW WALLS UNAUTHORIZED ALTERATION �`11... I V'1 OF ANY ITEM OV THIS DOCUMENT 15 A VIOLATION OF NEW YORk:STATE LAW. -THIS HOUSE IS LOCATED IN A WIND BORNE DEBRIS AREA -THIS HOUSE IS LOCATED IN A WIND BORNE DEBRIS AREA �- SEE RC-2 FOR WINDOW SHUTTER DETAIL SEE RC-2 FOR WINDOW SHUTTER DETAIL Issue Date: APR 15 2015 i Project Date: Nl SEP 2014 Scale: AS NOTED Project# Drawn: Sheet 14028 EPH Ila Job: Check: A�4 NAPPI KMP FLOOR PLANS z Sheet Notes: 0 Elevation notes: p[ -ALL SOFFITS/PORCH CEILINGS TO BE IX6 T36 �— BEAD BOARD PLANKING AS MFG'D BY 'AZEK' cn z 12 OI 50 YEAR 'ARGHITEGTURAL' ASPHALT SHINGLES 0 AS MFG'D BY G.A.F. 'TIMBERLINE' U 12 6 COLOR: AS SELECTED BY OWNER b O 18", #1 CEDAR PERFECTIONS AT 5 1/2" TO WEATHER COLOR/FINl5H: BLEACHING OIL, A5 PER OWNER TYP O CONGEALED FLASHING Ln II— ------ ® PROVIDE SEAMLESS ALUMINUM GUTTERS d LEADERS AT ENTIRE HOUSE VERIFY LOCATION OF ry,z LEADERS W/ARCHITECT PRIOR TO INSTALLATION LU - -- - - - - IX8 'AZEK' CONTINUOUS FRIEZE BOARD THL I I I I I 1 / I / = LLI z / _ — -01 m I �� Q 0n 14 J H I I I I Ii -l'�_I I 1 11 1 1 1 - 1 -1 1111 1 O co 12 Typical Elevation notes: 6� , TYP I I I-T =.i. . — 1 11 — . T.O. 5UB FLR 2ND FLR —. ROOF: BO YR ARCHITECTURAL ASPHALT 5HINGLES O VAZE - AS MFG'D BY 'GAF' TIMBERLINE N _ rl L — - - I I I I I I RAKE: O P R D T.O. SUB FLR_ TYP - = I I I I I I IX5 'AZEK' TRIM OVER IX8 'AZEK' FASCIA BOARD OVER STAIR LANDING, I I I I I I 2X6 SUB FASCIA W/ I I I I - - - - -�' O I I I I I I IX6 'AZEK' T4G BEAD BOARD SOFFIT PANELS COLOR: AS PER OWNER � : � - - - - -� �- - - -� �- - - - - - - - - -� � — - - - - - - - FASGIA/SOFFIT FTMQ IX8 'AZEK' FASCIA BOARD OVER 2X(o SUB FASCIA VV 115 T �L S O O P 1 m X6 AZEK' T$G BEAD BOARD SOFFIT PANELS IT 1 T.O. SU6 FLR Q (T P R (T P R ) TE E ) M E D) (T P E ) I CONTINUOUS SCREENED VENT IST FLR SEAMLESS ALUMINUM GUTTERS 4 DOWN SPOUTS z 11111 11 TLI I I I I I I 1 11 1111. 1 . 1 1 COLOR: AS PER OWNER YNALL FWH 606115 , \ 1.5" #1 CEDAR PERFECTIONS - t 5 12 TO WEATHER RE5AWN d REBUTTED COLOR/FINISH: BLEACHING OIL/ AS PER OWNER I I iii \\ ih I I 1 1 iii // iii t l 1=RIEZE TRIM: 1 1 I I I I I I IX8 'AZEK' TRIM BOARD OVER GXI45 I I 1 1 GXI45 1 1 5/4 X GROUND (SEE DETAIL) EAST ELEVATION ' I. I. I • L� . 1 1 1 1 i 1 1 1 COLOR: A5 PER OWNER YNINDOW5: 400 SERIES SCALE: 1/4"=1'-0" "IWOODWRIGHT" DOUBLE HUNG/AWNING, TEMPERED AS SOUTH ELEVATION REQ'D W/ PREFINISHED INTERIORS. APPLIED EXTANT GRILLES W/ SPACER BAR AND FULL SCREENS, AS SCALE: 1/4"=1'-0" MFG'D BY 'ANDER5EN'. WRAP ALL WINDOWS d DOORS W/ 5/4X4" 'AZEK' TRIM W/ HISTORICAL SILLS U N rd 00 N O a [1 ro z /V1 0 C N 1E1 O C m Ln a, 12 J b v 10" rtf L J ReVIS1011S: ALL DRAVNINGS,SPECIFICATIONS AND(COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. THEY ARE TO BE U5E0 ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT 15 NOT TO BE CONSTRUED AS N PUBLICATION IN DEROGATION OF THE ARCHITECT'S COMMON LAN COPYRIGHT OR OTHER RESERVED RIGHTS. ui - --- -- --- - I I I ro 4 Proposed Addition/Alteration cm v TYP 3 -6 I I I _ .. Nap 1 (7 O _ Resi ence I 12 I1 1 t4 1 1 1 1 1 1 1 1 1 1 1 1 1 1, I 6 5218 Peconic Bay Boulevard I T.O. SUB FLR - 2ND FLR Laurel, New York 11948 IL I IL LPA Architects, LLP T.O. 5U5 FLR _ I I I I I A STAIR LANDING RCHITECTU RE PLANN ING I11 1 1 Mm I I f I I www. lpa - plans . com -- I IT I I I I I I IA I \� I ,' ( Lemmen Paul Associates,Architects LLP p I \ I 21 Greeley Avenue Sayville, NY 11782 m / Tel: 631 589 2914 Fax: 631 589 6935 `°°`' T.O. SUB FLR Ipa-plans.com �p �M R D 15T FLR ] YNo EXI5TING RAILINGS UNAUTHORIZED LT R T O TO REMAIN OF ANY ITEM ON THIS DOCUMENT 15 A VIOLATION OF NEW YORK STATE LAW. Issue Date: y APR 15 2015 WEST ELEVATION Project Date: , SEP 2014 SCALE: 1/4"=F-0" NORTH ELEVATION Scale: AS NOTED SCALE: 1/4"=F-0" Project# Drawn: Sheet 14028 EPH Job: Check: A�5 NAPPI KMP ELEVATIONS Section R905 Table 3 . 1 Nailing Schedule WFCM 2012 edition Sheet Notes: z Section R301 .2. 1 .2 Section R702 g Joint description #of Common nails #of Box nails Nail Spacing 0 TABLE R702.3.5 SECTION R905 ROOF FRAMING R301.2.1.2 Internal pressure.Windows in buildings lo- MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD REQUIREMENTS FOR ROOF COVERINGS cated in wind-borne debris regions shall have glazed MAXIMUM MAXIMUM SPACING RAFTER TO TOP PLATE (TOE-NAILED) openings protected from wind-borne debris or the build- THICKNESS R905.1 Roof covering application. Roof coverings shall'be 3-8D 3-IOD PER RAFTER SPACING OF OF FASTENERS ing shall be des igned as a partially enclosed building in ac- GYPSUM ORIENTATION OF FRAMING (Inches) applied in accordance with the applicable provisions of this GLNG JST TO TOP PLATE (TOE-NAILED) 3-IOD PER JOIST t/) ,N cordance with the Building Code Q/ IVC1N Yak Slat BOARD GYPSUM BOARD TO MEMBERS e b SIZE OF NAILS FOR APPLICATION section and the manufacturer's installation instructions. Z Glazed opening protection for wind-borne debris shall (inches) APPLICATION FRAMING (Inches O.C. Nalla Screws TO WOOD FRAMING GLNG J5T TO PARALLEL RAFTER (FACE-NAILED) 4-I6D 4-40D EACH LAP. Application without adhesive R905.2 Asphalt shingles.The installation of asphalt shingles O meet the requirements of the Large Missile Test of ASTM 13 gage, 11/4"long,19/64"head;0.098 shall comply with the provisions of this section. GLNG .15T LAPS OVER PARTITIONS (FACE-NAILED). 4-I6D 4-40D EACH LAP U E 1996 and of ASTM E 1886 referenced therein. Ceilingd Perpendicular 16 7 12 t P Y diameter,l !q"long,annular-ringed;or 4d 3/s cooler nail,0.080"diameter, 13/g"long,�/3z" COLLAR TIE TO RAFTER (PAGE-NAILED) 2-8D 2-IOD PER TIE Exception: Wood structural panels with a minimum wall Either direction 16 8 16 R905.2.1 Sheathing requirements.Asphalt shingles shall mm),fastened sufficiently to hold in place.End laps shall be thickness of 7/16 inch(I I A mm)and a maximum span tread. be fastened to solidi sheathed decks. offset by 6 feet(1829 mm). BLOCKING TO RAFTER (TOE-NAILED) 2-SD 2-IOD EACH END of 8 feet (2438 mm) shall be permitted for opening Ceiling Either direction 16 7 12 13 gage, 13/8"long,19/64'head;0.098 Y protection in one-and two-storybuildings.Panels shall diameter,1114"long,annular-ringed;5d RIM BRD TO RAFTER (END-NAILED) 2-I6D 2-I6D EACH END g Ceilingd Perpendicular 24 7 t2 5 1s R905.2.2 Slope.Asphalt shingles shall only be used on roof R905.2.7.1 Ice protection. In areas where the average be recut to cover the lazed openings with attachment 1/z cooler nail, sum diameter,1 /g"long, ter, slopes of two units.vertical in 12 units horizontal 2:12 nr P $ p gWall Either direction 24 8 12 head;or gypsum board nail,0.086 diameter, � ( ) daily temperature in January is 25°F (-4°C) or less or WALL FRAMING hardware provided. Attachments shall be provided in rJ greater. For roof slopes from two units vertical in 12 units bar- accordance with Table R301.2.1.2 or shall be designed Wall Either direction 16 8 16 15/$"long, /32"head. g P when Table fists o f le criteria y designates,an ice bar- « � acco 5 i9 0.098 horizontal(2:12)up to four units vertical in 12 units hori- TOP PLAT E TO TOP PLATE (PAGE-NAILED) 2-IbD I 2-IbD I PER FOOT to resist the components and cladding loads determined Ceiling Either direction 16 7 12 13 gage, I /8"long, /64"head; rier that consists of a least two layers of underlayment ca- w diameter,13/g"long,annular-ringed;6d zontal(4:12),double underlayment application is required inaccordance with the provisions of the Building Code 5 Ceiling' Perpendicular 24 7 12 .in accordance with Section R905.2.7. mauled together or of aself-adhering polymer modified TOP PLATES AT INTERSECTIONS (PAGE-NAILED) 4-I6D 4-IbD. JOINTS-EACH SIDE cooler nail,0.092 diameter,17/g"long,1/4" bitumen sheet, shall be used in lieu of normal N �fNety I'or k State. /g Wall Either direction 24 8 12 head;orgy sum board nail,0.0915 diameter, STUD TO STUD.(FACE NAILED) I-IbD 1-40D 24" O.G. v e �9 " R905.2.3 Underlayment.Unless otherwise noted,required underlayment and extend from the eaves edge to a point P'•301.2.1.3 Wind speed conversion. When referenced Wall Either direction 16 8 16 t /8"long, /64 head. underlayment shall conform with ASTM D 226,Type I,or at least 24 inches(610 mm)inside the exterior wall line HEADER TO HEADER (FAGE-NAILED) I6D I6D 161, O.G. EDGES documents are based on fastest mile wind speeds, the Application with adhesive ASTM D 4869,Type I. of the building. TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I60 � 2-40D PER STUD 11 three-second gust wind velocities of Figure R301.2(4) Ceilingd Perpendicular 16 16 16 Same as above for 3/8"gypsum board 0 shall be converted to fastest mile wind velocities using 3/s Watl Either direction 16 16 24 Self-adhering polymer modified bitumen sheet shall z Table R301.2.1.3. comply with ASTM D 1970. Exception: Detached accessory structures that con- BOTTOM PLATE TO FLR JST, BANDJST, 2-IbD *1,2 2-I6D *1,2. PER FOOT Ceiling Either direction 16 l6 16 P Y tain no conditioned floor area. ENDJ5T OR BLOCKING (FACE-NAILED) n 1/2 or 5/g Ceilin d Perpendicular 24 12 16 Same r above for 1/z"and 5/g"gypsum 0 g rP board,respectively R905.2.4 Asphalt shingles. Asphalt shingles shall have FLOOR FRAMING TABLE R301.2.1.2 Wall Either direction 24 16 24 self-seal strips or be interlocking,and comply with ASTM R905.2.7.2 Underlayment and high wind. co WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 1 sum D 225 or D 3462. Underlayment applied in areas subject to high winds JST TO SILL, TOP PLT OR GDR (TOE-NAILED) 4-SD 4-IOD PER JST FOR WOOD STRUCTURAL PANELSa,b,c,d TWO Ceiling Perpendicular 16 16 16 Base ply nailed as above for /z' gyp 3/8 layers Wall Either direction 24 24 24 board;face ply installed with adhesive [greater than 110 mph(I77km/h)per Figure R301.2(4)] BRIDGING TO JO15T (TOE-NAILED) 2-8D 2-IOD EACH END FASTENER SPACING R905.2.5 Fasteners.Fasteners for asphalt shingles shall be a foot 6 root For Si: I inch=25.4 mm. galvanized steel,stainless steel,aluminum or copper roof- shall n applied with corrosion-resistant fasteners in ac- . Panel span < panel span < panel span PP + BLOCKING TO JOIST (TOE-NAILED) 2-SD 2-IOD EACH END FASTENER a.For application without adhesive,a pair of nails spaced not less than 2 inches apart or more than 21/2 inches apart may be used with the pair of nails spaced cordance with manufacturer's installation instructions. 5 4 foot 5 6 foot 5 8 foot ing nails,minimum 12 gage[mm) inch ter h d,A shank Fasteners are to be applied along the overlap not farther UYPE J2 inches on center. PP $ P BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-IbD 4-I6D EACH BLOCK 21l2 #!6 16" 12° 9" b.Screws shall be Type S or W per ASTM C 1002 and shall be sufficiently long to penetrate wood framing not less than 5/g inch and metal framing not less than with a minimum 3/8-inch(9.5 mm)diameter head,ASTM F s 1667,of a length to penetrate through the roofing materials apart than 36 inches(914 mm)on center. to Wood screws /g inch. LEDGER STRIP TO BEAM (FAGE-NAILED) 3-I6D' 4-I6D EACH JST C/7 , ' 1 „ c.Where metal framing is used with a clinching design to receive nails by two edges ofmetal,the nails shall be not less than 5/g inch longer than the gypsum board and a minimum of inch(19.1 mm)into the roof sheath LL1 2 /z #8 16" 16 12 g in Where the roof sheathing is less than /4 inch(19.1 mm) g $ P $ thickness and shall have ringed shanks.Where the metal framing has a nailing groove formed to receive the nails,the nails shall have barbed shanks or be 5d, g 3 R905.2.8 Flashing.Flashing for asphalt shingles shall com- JST ON LEDGER TO BEAM (TOE-NAILED) 5-8D 5-IOD PER JST � Wood screws 131/2 gage,15lg inches long,l5/64-inch head for 1/2-inch gypsum board;and 6d,13 gage,17/g inches long,15/64-inch head for 5/g-inch gypsum board. U thick, the fasteners shall penetrate through the sheathing. ply with this section. For SI: 1 inch = 25.4 mm, 1 foot a 304.8 min, 1 pound = 0.454 kg, d.Three-eightlis-inch-thick single-ply gypsum board shall notbe used on a ceiling where a water-based textured finish is tobe applied,or where it will be required to BAND JST TO JST (END-NAILED) 3-I6D 4-I6D PER JST O 1 mile per hour=1.609 km/h. Fasteners shall comply with ASTM F 1667. support insulation above a ceiling.On ceiling applications to receive awater-based texture material,either hand or spray applied,the gypsum board shall be P Y based on 110 mph winds speeds and a 33-foot mean roof height. applied perpendicular to training.When applying a water-based texture material,the minimum gypsum board thickness shall be increased from 3/8 inch to R905.2.8.1 Base and cap flashing.Base and cap flash- BAND JST TO SILL OR TOP PLATE (TOE-NAILED) 2-16D 01 3-I6D PER FOOT n a.This table is all P P PP Fasteners shall be installed at opposing ends of the wood structural panel. 1/2 inch for 16-inch on center framing,and from 1/2 inch to 5/8 inch for 24-inch on center framing or 1/2-inch sag-resistant gypsum ceiling board shall be used. R9O5.2.6 Attachment.Asphalt shingles shall have the nun- ing shall be installed in accordance with manufacturer's b.Fast Pl e.Type X gypsum board for garage ceilings beneath habitable rooms shall be installed perpendicular to the ceiling framing and shall be fastened at maximum 6"o.c. �orn number li fasteners required es the manufacturer. installation instructions.Base flashing shall be of either ROOF SHEATHING d.Where screws are attached to masonry or masonry/stucco,they sliall be by rninimum 17/g"6d coated nails or equivalent drywall screws. For normal application,asphalt shingles shall be secured to corrosion-resistant metal of minimum nominal attached utilizing vibration-resistant anchors having a minimum ultimate the roof with not less than four fasteners per strip shingle or STRUCTURAL PANELS 8D IOD 6" EDGE / 12" FIELD wic Arawal capacity of490 pounds. two fasteners per individual shingle.Where the roof slope roofing inch weighing am)thickness f mineral surface roll exceeds 20 units vertical in 12 units horizontal(20:12),spe- roofing weighing a minimum) Cap a ?i pounds per lO0 DIAGONAL BRD 5HEATHING cial methods of fastening are required. For roofs located square feet (3.76 kg/m). Cap flashing shall be corro- Q where the basic wind speed per Figure R301.2(4) is 110 Sion-resistant metal of minimum nominal 0.019-inch I"X6" OR I"XS" 2-8D 2-IOD PER SUPPORT z mph(177 km/h)or greater,special methods of fastening are (0.483 nun)thickness. I"XIO". OR WIDER 3-8D 3-IOD' PER SUPPORT required.Special fastening methods shall be tested in accor- J Section R703 dance with ASTM D 3161,modified to use a wind speed of R905.2.8.2 Valleys.Valley linings shall be installed in CEILING SHEATHING W 110 mph(177 km/h). accordance with manufacturer's installation instructions GYPSUM WALL BOARD 5D COOLERS 5D COOLERS "i" EDGE / 10" FIELD Q1 TABLE R703.4 before applying shingles.Valley linings of the following WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS Shingles classified using ASTM D 3161 are acceptable types shall be permitted: WALL SHEATHING TYPE OF SUPPORTS FOR THE SIDING MATERIAL AND FASTENER for use in wind zones less than 110 mph.Shingles classified STRUCTURAL PANELS SD IOD 6" EDGE / 12" FIELD using ASTM D 3161 modified to use a wind speed of 110 1. For open valley(valley lining exposed)lined with Foam mph are acceptable for use in all cases where special fasten- metal,the valley lining shall be at least 24 inches FIBERBOARD PANELS NOMINAL SHEATHING wood or wood Fiberboard Gypsum plastic 610 mm)wide and of an of the corrosion-resis- THICKNESS• JOINT PAPER structural panel sheathing into sheathing Into sheathing Direct to Number or spacing ing is required. ( y 5" EDGE / 6" FIELD SIDING MATERIAL (inches) TREATMENT REQUIRED •heauring stud stud Into stud studs of fasteners tant metals in Table R905.2.8.2. R905.2.7 Underlayment application.For roof slopes from * _ r 0.120 nail 0.120 nail 0.120 nail 0.120 Not two units vertical in 12 units horizontal(17-percent slope), 2. For open valleys,valley lining of two plies of min- 25/52 SD 5 5" EDGE / 6" FIELD 0.019 Lap No I'/2"long 2"long 2"long nail' allowed eral surface roll roofing,complying with ASTM D Without up to four units vertical in 12 units horizontal (33-percent GYPSUM WALL BOARD SD COOLERS 5D COOLERS 7" EDGE / 10" FIELD Horizontal insulation 0.120 nail 0.120 nail 0.120 nail 0.120 Not Same as stud slope),underlayment shall be two layers applied in the fol- 249,shall be permitted.The bottom layer shall be a►uminurti 0.024 Lap No I'/2"tong 2"long 2"long nail' allowed spacing lowing manner. Apply a 19-inch (483 mm) strip of 18 inches(457 mm)and the top layer a minimum HARDBOARD 8D 8D 6" EDGE / 12" FIELD 0.120 nail 0.120 nail 0.120 nail 0.120 0.120 nail underlayment felt parallel with and startingat the eaves,fas- of 36 inches(914 mm)wide. �r'''ti' 0.019 La No , " , " r " r " y P PARTICLEBOARD PANELS SD 8D 6" EDGE / 12" FIELD • insulation p 1/ long 2/ long 2/= long nail 1/2 long tened sufficiently to hold in place.Starting at the eave,apply 3. For closed valleys(valley covered with shingles), 36-inch-wide (914 mm) sheets of underlayment, overlap- valley lining of one ply of smooth roll roofing DIAGONAL BOARD 5HEATHIN6 Brick veneer See Section R703 and Figure R703.7" in successive sheets 19 inches (483 mm), and fastened complying with ASTM D 224 Type 11 or Type III • Concrete masonry 2 Section R703 Yes(Note m) g ping I"X6" OR I"XS" 2-SD 2-I OD PER SUPPORT veneer sufficiently to hold in place. For roof slopes of four units and at least 36 inches(914 mm)wide or valley lin- 6"panel edges vertical in 12 units horizontal(33-percent slope)or greater, ing as described in Items 1 and 2 above shall be I"XIO" OR WIDER 5-8D 5-I OD PER 5UPPORT coN Panelbsiding-vertical' T/16 Note g See R703.2 Note o Note o Note o Note o Note o 12 inter.sup P underlayment shall be one layer applied in the following permitted. Specialty underlayment complying manner. Underlayment shall be applied shingle fashion, with ASTM D 1970 may be used in lieu of the lin- FLOOR SHEATHING oV_ Hardboard'Siding 7/ `a vertical 16 Note g See R703.2 Note q Note q Note q Note q Note q same as stud parallel to and starting from the save and lapped 2 inche.(51 ing material. STRUCTURAL PANELS n spacing 2perbearing TABLE R905.2.8.2 I" OR LESS :yD IOD 6" EDGE / 12" FIELD ro Hardboard T/16 rote r Yes Note q Note q Note q Note q Note q VALLEY LINING MATERIAL TABLE R905.7.4 Z Lap-siding-horizontal WOOD SHINGLE MATERIAL REQUIREMENTS GREATER THAN I" IOD I6D 6" EDGE / 6" FIELD o Steel' 29 ga. Lap No 0.113 nai115/4" O.l 13 nail 2'/4" 0.113 nail 0.�'3 Not Same as stud MINIMUM P Staple-11/" Sta Staple-2'/2' I allowed spacing THICKNESS W41GHT APPLICABLE DIAGONAL BOARD 5HEATHING • P x Staple-2'/4' Staple` MATERIAL MINIMUM GRADES GRADING RULES MATERIAL (Inches) GAGE (Twunds) C Wood shingles of Cedar Shake and I"X6" OR I"XS" 2-SD 2-IOD PER SUPPORT 7:6v Stone veneer 2 Section R703 Yes(Note m) See Section R703 and Figure R703.7'' ASTM B370, 1,2 or 3 naturall durable wood Shin le Bureau E 6dboxnail, 0.0216 - I"XIO" OR WIDER ��-8P 3-IOD PER SUPPORT E Cold-rolled copper 16 oz.per '/,-1/2 Note g Note g 6d box nail 6d box nail 6d box nail box nail' 14 not 6"panel edge nominal square foot R905.7.5 Application.Wood shingles shall beinstalled ac- *I NAILING REQUIREMENTS ARE BA5ED ON WALL 5HEATHING NAILED 6 INCHES ON CENTER AT THE EDGE. Particleboard panels allowed 12-inter.sup. cording to this chapter and the manufacturer's installation IF WALL 5HEATHIN6 15 NAILED 5 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER 5HEAR ASTM B 101, b '/ Note g Note g 6d box nail 8d box nail 8d box nail box nail' 6d box nail 0.0216 _ 16 oz. r instructions.Wood shingles shall be laid with a side lap not CAPACITIES, NAILING REQUIREMENT5 FOR,STRUCTURAL MEMBER5 SHALL BE DOUBLED, OR ALTERNATE Lead-coated copper nominal per less than IV,inches(38 mm)between joints in courses,and CONNECTORS, SUCH AS SHEAR PLATES , SHALL BE USED TO MAINTAIN THE LOAD PATH. PI wood anef' i " t " 0.113 0.099 6"on edges square foot no two joints in an three adjacent courses shall be in direct a y P /a Note g Note g 0.099 nail-2 0.113 nail-2/2 0.099 nail-2" , j y j (exterior grade) nail nail-2" 2 WHEN WALL 5HEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS ASTM B370, alignment.Spacing between shingles shall not be less thanILL SHALL BE PERMITTED TO BE REDUCED TO I-I6D NAIL PER FOOT. a 0.120 nail 1'/2" 0.120 nail 2" 0.120 na(12" 0.120 Not Same as stud High-yield copper 0.0162 _ 12 oz.per V,inch to 3/g inch(6.4 mm to 9.5 mm).Weather exposure for � Vinyl siding' 0.035 Lap No Staple-1'/4" Staple-2yZ" Staple-2'/z" nail ' allowed spacing p� nominal -v Staple P g square foot wood shingles shall not exceed those set in Table R905.7.5. *3 GORR0510N RE515TANT I I GAGE ROOFING NAILS AND I b GAGE STAPLES ARE PERMITTED, b , Face nailing up to ASTM B 101, Fasteners for wood shingles shall be corrosion-resistant CHECK IBC FOR ADDITIONAL REQUIREMENTS. s Wood Rustic,drop / Min Lap No with a minimum penetration of I inch(12.7 mm)into the , v, 0.113 6"widens,1 nai► Lead-coated 0.016212 P 2 Revisions: 7 • Shiplap 19/ Average , per bearing;8" high-yield copper nominal oz.per sheathing. For sheathing less than 1/2 inch (12.7 mm) in Lap No Fastener penetration into stud-I' nail-2/2� widths and over, square foot thickness,the fasteners shall extend through the sheathing. Bevel 7116 / Staple-2 2 nails per - - Wood shingles shall be attached to the roof with two fasten- ALL DR PROPERTY SPECIFICATIONSTHEARCHITECT. AND COPIES THEREOF FURNISHED IT THE PELTARCHITECTTARE AND SHALL REMAIN TIHE PROPERTY OF THE ARCHITECT. THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE Aluminum 0.024 NOT TO BE USED ON ANY OTHER PROJECT. SUBMI55ION OR DISTRIBUTION TO MEET OFFICIAL RE6U-ATORY Butt rip 3/16 Lap No bearing _ - ers per shingle,positioned no more than'/,,inch(19.1 mm) Stainless steel 28 from each edge and no more than 1 inch(25.4 min)above • ^ PVBLICATIEN I OR FOR OTHER PURPOSES IN E(T'5CONNECTIONCOMM WITH THE PROJECT IS NOT E BE CONSTRUED HT � Fiber cement anal s _ 6"Oc on edges, - Section R4 02 PUBLICATION IN DEROGATION OF THE A'ZGHITEGT'S COMMON LAYt COPYRIGHT OR OTHER RESERVED RIGHTS. P / Note t Yes 6d corrosion 6d corrosion 6d corrosion corrosion 12"oc on 26(zinc the exposure line. r; siding' t6 Note y resistant nail resistant nail' resistant nail resistant intermed.studs Galvanized steel 0.0179 coated G90) nail" TABLE R905.7.5 V 6d corrosion Zinc alto 0.027 WOOD SHINGLE WEATHER EXPOSURE AND ROOF SLOPE > Fiber cement la siding' 5/6 Note w Yes 6d corrosion 6d corrosion 6d corrosion _ resistant Note x Lead - _ 2/ ' Proposed Addition/Alteration I EXPOSURE(Inches) P 8 ' Note y resistant nail' resistant nail resistant nail" nail' TABLE R402.2 ROOFING LENGTH 3:12 pitch to 4:12 pitch or Na 1 Painted tame 2O MATERIAL (inches) GRADE <4:12 steeper MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE P For SI: 1 inch=25.4 mm. a. Based on stud spacing of 16 inches on center Where studs are spaced 24 inches,siding shall be applied to sheathing approved for that spacing. For SI: 1 inch=25.4 mm, 1 pound=0.454 kg. No. 1 33/ 5 MINIMUM SPECIFIED COMPRESSIVE STRENGTHS(fc) b. Nail is a general description and shall be T-head,modified round head,or round head with smooth or deformed shanks. R905.2.8.3 Crickets and saddles. A cricket or saddle 16 No.2 31/ 4 Weathering potential c. Sta les shall have a minimum crown width of 7/16-inch outside diameter and be manufactured of minimum No.16 gage wire. Sid of an chimne reater TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION Negligible Moderate Severe Resi en e P shall be installed on the ride a No.3 3 3'/ d.Nails or staples shall be aluminum,galvanized,or rust-preventive coated and shall be driven into the studs for fiberboard or gypsum backing. $ y Y$ Basement walls,foundations and other concrete not exposed e. Aluminum nails shall be used to attach aluminum siding. than 3O inches(762 mm)wide.Cricket or saddle cover- 2,500 2,500 2,SOOc f. Aluminum nails s inch)shall t attach aciced only when the maximum panel width is 10 inches and the maximum flat area is 8 inches.The tolerance for aluminum ings shall be sheet metal or of the same material as the No. 1 41/4 51/ to the weather . 5 218 P e e o n i c Bay Boulevard siding shall be+0.002 inch of the nominal dimension. Shingles of roof covering. naturally durable 18 No.2 4 41/ Basement slabs and interior slabs on grade,except garage 2,500 2,500 2,500c g. If boards or panels are applied over sheathing or a weather-resistant membrane,joints need not be treated.Otherwise,vertical joints shall occur at studs and be cov- wood floor slabs Laurel, New York 11948 ered with battens or be lapped. R905.2.8.4 Sidewall flashing.Flashing against a ver(i_ No.3 3'/ 4 h. All attachments shall be coated with a corrosion-resistive coating. Cal sidewall shall be b the step-flashing flashin method. 3 i Basement walls,foundation walls,exterior walls and other 2,500 3,000d 3,000d y p- $ No. 1 5/ 7/ vertical concrete work exposed to the weather i. Shall be of approved type. j. Three-eighths-inch plywood shall not be applied directly to studs spaced greater than 16 inches on center when long dimension is parallel to studs.One-half-inch R905.2.8.5 Other flashing. Flashing against a vertical 24 No.2 5'/ 6'/ Porches,carport slabs and steps exposed to the weather,and I garage floor slabs 2,500 3,000d�e 3,SOOd,e plywood shall not be applied directly to studs spaced greater than 24 inches on center.The stud spacing shall not exceed the panel span rating provided by the menu- front wall, as well as soil stack, vent pipe and chimney No.3 5 5/' facturer unless the panels are installed with the face grain perpendicular to studs or over sheathing approved for that stud spacing. flashing, shall be applied according to asphalt shingle For SI: I pound per square inch=6.895 kPa. LPA Architects, LLP k.Woodboard sidings applied vertically shall be nailed to horizontal nailing strips orblocking set 24 inches on center.Nails shall penetrate 1.5 inches into studs,studs For Si: I inch=25.4 mm. and wood sheathing combined,or blocking.A weather-resistant membrane shall be installed weatherboard fashion under the vertical siding unless the siding manufacturer's printed instructions. a. Se 28 days psi. boards are lapped or battens are used. R905.7.6 Valley flashing.Roof flashing shall be not less b.See Table R301.2(1)for weathering potential. ARCHITECTURE' P L A N N I N G 1. Hardboard siding shall comply with AHA A135.6. than No.26 gage 0.019 inches 0.48 mm)]corrosion-resis- W W W. I a- Ian 5 . C o m g g [ ( c.Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete in accordance with Footnote d. P p m.For masonry veneer,a weather-resistant membrane or building paper is not required over water-repellent sheathing materials when a 1-inch air space is provided R905.7 Wood shingles.The installation of wood shingles shall tant sheet metal and shall extend 10 inches(254 mm)from ' between the veneer and the sheatlting.When the I-inch space is filled with mortar,a weather-resistant membrane or building paper is required over studs or sheath- d.Concrete shall be air entrained.Total air content(percent by volume of concrete)shall not be less thatl5 percent or more than 7 percent. comply with the provisions of this section. the centerline each way for roofs having slopes less than 12 e.See Section R402.2 for minimum cement content. Lemmen Paul Associates,Architects LLP ing- units vertical in 12 units horizontal(100-percent slope),and n. Vinyl siding shall comply with ASTM D 3679. R905.7.1 Deck requirements.Wood shingles•hall be in- o. Minimumshankdiameterof0.092inch,minimumheaddiameterof0.225inch,andnaillengthmustaccommodatesheathingandpenetrateframing 1.5inches. 7 inches(178 mm)from the centerline each way for slopes T Greeley Avenue Sayville, NY 1178 stalled on solid or spaced sheathing.Where spaced sheath- Tel: 63 1589 2914 Fax: 631 589 6935 p.When used to resist shear forces,the spacing must be 4 inches at panel edges and 8 inches on interior supports. of 12 units vertical in 12 units horizontal and greater.Sec- ing is used,sheathing boards shall not be less thwi 1-inch by tions of flashing shall have an end la of not less than 4 Ipa-plans.com 2 [ q.Minimum shank diameter of 0.099 inch,minimum head diametcrof 0.240 inch,and nail length must accommodate sheathing and penetrate framing 1.5 inches. t1_1nCh 2S.4mmb lO2mm nominaldimensiansaadshall g p YHo�J r. Vertical end joints shall occur at studs and shall be covered with a joint cover or shall be caulked. ( Y ) inches(102 mm). s. Fiber cement siding snarl comply with the requirements of ASTM C 1186. be spaced on centers equal to the weather exposure to coin- EE L See section R703.10.1. cide with the placement of fasteners. k, u.Minimum 0.102 inch smooth shank,0.255 inch round head. R905.7.7 Label required.Each bundle of shingles shall be UNAUTHORIZED ALTERATION R905.7.1.1 Solid sheathing required. In areas where OF ANY ITEM ON THIS DOCUMENT i v. Minimum 0.099 inch smooth shank,0.250 inch round head. ° ° identified by a label of an approved grading or inspection 15 A VIOLATION OF {. w See section R703.10.2. the average daily temperature in January is 25 F(-4 C) bureau or agency. x.Face nailing:2 nails at each stud.Concealed nailing:one 11 gage 11/2 gals.roofing nail(0.371 inch head diameter,0.120 inch shank)or 6d galy.box nail at each or less,solid sheathing is required On that portion of the NEW YORK STATE LAW, y stud• roof requiring the application of an ice shield, Issue Date: y. See Section R703.2,Exceptions. q 4 z. Minimum nail length must accommodate sheathing and penetrate framing 1.5 inches. R905.7.2 Deck slope.Wood shingles shall be installed on APR 1 5 20 15 t� slopes of three units vertical in 12 units horizontal(25-per- 1. TABLE R703.5.2 cent slope)or greater. Project Date: MAXIMUM WEATHER EXPOSURE FOR WOOD SHAKES AND SHINGLES ON EXTERIOR WALLS"le R905.7.3 Underlayment.In areas where the average daily SEP 20 14 (Dimenslons are In Inches) ° _ ° f temperature in January is 25 F( 4 C)or less,or when Table r+ i P may Scale: , LENGTH EXPOSURE FOR SINGLE COURSE EXPOSURE FOR DOUBLE COURSE R301.2(1)criteria so designates,an ice barrier that consists AS NOTED L 1. Shingles' - of at least two layers of underlayment cemented together or 16 71/2 12° of a self-adhering polymer modified bitumen sheet, shall Project# Drawn: Sheet lg 81/2 14c extend from the eave's edge to a point at least 24 inches(610 14028 EPH 24 111/ 16 mm) inside the exterior wall line of the building. 171 Shakes° Underlayment shall conform with ASTM D 226,Type I. Job: hoc c C� ' 1a NAPPI I<MP 18 8/2 24 t l l/z 18 Exception: Detached accessory structures that contain ' For SI: 1 inch=25.4 mm. n0 conditioned floor area. REQUIREMENTS a. Dimensions given are for No.I grade. CODE` b. A maximum 10-inch exposure is permitted for No.2 grade. c. A maximum 11-inch exposure is permitted for No.2 grade. Sheet Notes: SOLID POST GYPSUM WALL BOARD INSTALLED IN � —� 51MP50N HDUS ACCORDANCE WITH CHAPTER 1 (INTERIOR) N HOEDOWN z m Q iv m 5/8" THREADED &YP5UM WALL BOARD INSTALLED IN U BLOCKING - ROD THRbUGH 16D NAIL ® 24" O.G. ACCORDANCE WITH CHAPTER 1 EACH BAY m® HEADER IDII • J015T HANGER Il I&V NAIL ® 24" O.C. WOOD STRUCTURAL PANEL � � INSTALLED IN ACCORDANCE EACH J015T WITH TABLE R602.3.1(I) 57 I I/4" 20 GA GALV ' WOOD STRUCTURAL PANEL 8D NAIL ® b" O.G. ON ALL FRAMING 5TRAPPIN& EACH i INSTALLED IN ACCORDANCE MEMBERS A PANEL EDGES AND 12" O.G. 8D NAIL ® 6" O.G. ON ALL FRAMING MEMBERS NOT AT N J015T (ALL PANEL EDGE5) WITH TABLE R602.3.10U PANEL EDGE5 i i 8D NAIL ® 12" O.G. ON ALL " FRAMING MEMBERS NOT AT a I o 0 51MF50N HDU5 HOLDOWN PANEL EDGES z o:.. 0 SOLID F05T o (a) OUTSIDE CORNER DETAIL (b) INSIDE CORNER•DETAIL co CANTILEVER (:I)N HDU HOLDOWN HDU CANTILEVER • (Disc'ALE: APICAL � NO SCALE EXTERIOR CORNER FRAMING1"=1'-0" O SCALE SCALE: 1"=1'-0" WFCM 2012 cn Ln w U CORNER POST O STU 1/2" BEARING PLATE CL SIMP50N H2 51MPSON IHDUS HOEDOWN • HURRICANE TIES Connector Schedule MTS 30 ® Ib" O.G., PROVIDE MIN 12" MIN I ----------- 3-I0D BOX S ® G D O SUBFLOOR SEE STUD STRAP TO IMIE/2BER VilDTH LUMBER) CONNECTOR STRAP INTO STUD (TYP ® EACH STUD) ZFLOOR DETAIL II d 2 1/2" (WI 40, 60) L55UHBIO 1 SEE ARCHITECTURAL SHEETS E7 3 I/2" (WI 80) LSSU4310 J FOR SPECIFIC DIM. 4 DETAILS 1 1/2" (2X LUMBER) THA215 5/8" THREADED ROD E--FLOOR FRAMING tL 2 I/2" (WI 40, 60) IUT314 TUSC AN COLUMN 1 3 I/2 (WI 80) IUT416 1 J AS MF&'D BY HB t 6 *REFER TO THI5 SCHEDULE FOR TYPICAL 'I II CONNECTIONS UNLESS NOTED OTHERWISE. 12" MIN I) — 1/2" THREADED ROD 1 Rafter to Wall SEE PLANS FOR ALL OTHER CONNECTIONS. 1 GUT RAFTER TO ALLOW FOR = 5HEATHING TO BE NAILED SEE NOTES AT II TYPICAL FOR ALL TO BOX TOP PLATES tt RIGHT CEILING CONDITIONS 1 II Roof (cold frame) 51MP50N HDU5 HOEDOWN I N CNN COUPLER NUT I ANCHOR BOLT (5AB) G520 COILED STRAPPING- WOOD DECKING PROVIDE W-8D COMMON SEE ARCHITECTURAL �I NAILS ® EACH RAFTER. U. LOCKING- �I SHEETS 0 (75�HOLDOWN FOR FLOOR TO FLOOR l;��',IGONG. STOOP EXTEND ANCHOR II MIN. EMBEDMENT CONNECTOR A MTS 20 ® I6" O.G., PROVIDE MIN SCALE: I"=I'-0" 5EE SCHEDULE II BOLT DER BH BLOCKING II STRAP INTONAILS @ EACH STUD (TYP a EANCD STUD) II OR GIRDER BELOW , R� _I �- Z &RAVE 6RADE — � ��' GUT RAFTER TO ALLOW FOR ° !!! II MIN. EMBEDMENT (D�after to Ridge 5HEATHING TO BE NAILED TO BOX C �\ .� VAULTED CEILINC75 0 \ OR RIDGE BEAM ONLY Porch Slab b TYP. DOUBLE-HUNG WINDOW v �% TYPICAL PORCH HOLDO"-HEADER CONNECTOR A � / / � CONNECTOR B 5EE SCHEDULE SEE SGHEDULF Roof ��= " SCALE: 1 1 -0 ` Revisions: J THREADED ROD, HOEDOWN SYSTEM AS MFG D BY 51MPSON STRUCTURAL Q WOOD PANES ALL DRAWINGS,5PEGIFIGATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN MT5 30 ® 16" O.G., PROVIDE MIN THS PROPERTY OF THE ARCHITECT. THEY ARE TO BE U5ED ONLY WITH RESPECT TO THI5 PROJECT AND ARE NOT TO BE U5ED ON ANY OTHER PROJECT. SUBMISSION OR DI5TRIE UTION TO MEET OFFICIAL REGULATORY 3-IOD BOX NAILS ® EACH END OF •��/ � j �// ROOF FRAMING REQUIREMENTS OR FOR OTHER PURPO°ES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED A5 y STRAP INTO STUD (TYP ® EACH STUD) PUIBLIGATION IN DEROGATION OF THE ARCHITECT'S COMMON LAYI COPYRIGHT OR OTHER RESERVED RIGHTS. OUBLE TOP PLATE Joist to Led er Rafter to Led er 3 4 E-2 I/2 #b WOOD SCREWS TYP REO'D CONNECTORS ® I6" O.G. VFRTIGALLY - (SEE SHEET RG-I) (SEE TABLE R301.2°1.2 ON RC-I) Proposed Addition/Alteration CONNECTOR B SEE SGHEDULF Nanni � Res'iaence 2 I/2" #6 WOOD SCREWS RIPPLE = ® I6 O.G. HORIZONTALLY STUDS (SE TABLE R301.2.1.2 ON RG-1) 2nd Floor 5218 Peconlc Bay Boulevard ALL SCREWS TO BE SECURED CONNECTOR A Laurel, New Yorlc 11948 TO FRAME OF WINDOW. PANELS I SEE SGHEDULF TO BE OUT TO MATCH EXTERIOR FRAME DIMENSIONS. LSTA 21 BOTH 5 Joist to Header 6 Rafter to STRAP SIDES _ EACH SIIDE OF 3 STORM SHUTTER DETAIL GARAGE HDR HEADER 5TUD5 EXTERIOR WALL 5HEATHING LPA Architects, LLP SCALE: 1/2"=I'-0" CONNECTION DETAILS ARCHITECTURE P L A N N I N G HEADER STUDS HDU5 5HFARWALL HOEDOWN AS SCALE: I"=I'-O" *UPLIFT CONNECTIONS NOT www. lpa - plans . com r 0520 COILED INDICATED ON 5HOWN FOR CLARITY 5TRAPPING PLANS CS 20 COILED STRAPPING I ® I6" O.G.VERTIGAL, PROVIDE MIN Lemmen Paul Associates,Architects LLP 3-IOD BOX NAILS ® EACH END OF 21 Greeley Avenue Sayville, NY 11782 NO UPLIFT Tel: 631 589 2914 Fax: 631 589 6935 P D.0 b HDU5 SHFARWALL CONNECTION STRAP INTO STUD (TYP ® EACH STUD), HOEDOWN AS REO'D (5EE DETAIL AT LEFT) Ipa-plans.com INDICATED ON „ ¢ „ ¢2" MIN. E FLITCH PLATES) --- 1 I --- 1 —� PLANS ------- 11 8 8 STEEL 'TERMITE SHIELD OVER 0.0 O.G 0.0 I I I I UNAUTHORIZED ALTERATION I I I I SILL SEALER _ � I �� OF ANY ITEM ON THIS DCGUMENT SSTBLI6 EACH SIDE I I I I z 55TB 16 (1/2 DIA. "i MIN EMBEDMENT) W/ 3 X3 IS A VIOLATION CP n NEW YORK STATE LAW: z 1/2" CASE HARDENED OF OPENING d -4 GRADE 50 BEARING PLATES ® 56. O.G. (I STORY) MIN I—POLT5 KITH S...L 1' 12 07 I ASH P��TI= PEGTIO i hITHIN 12 OF $` ' � ..• _ � EVERY CORNER Issue Date: ANCHOR BOLTS SHALL BE LOCATED WITHIN L OKIN NUTS AT EACH COKNtfk. 15RCVlf5I: ANCHOR ®OLT a' APR 15 2015 r ` EACH END EACH SIDE OF CELLAR WINDOWS. ALL ANCHOR t ' BOLTS TO BE HOT DIPPED GALVANIZED. (o O _ LINE OF GARAGE - 2X_ NOMINAL LUMBER FOUNDATION _ y^ pp'' Project Date: G520 COILED STRAPPING G520 COILED 5TRAPPING 1 St Floor & Sill SEP 2014 I/2" CASE HARDENED 1/4" STEEL BEARING PLATE Gai'a e Dwellina . BOLTS WITH SELF ELEVATION6�D. SILL TYPICAL WIND UPLIFT CONNECTION Scale: AS NOTED LOCKING NUT5 AT 161 O.G. STAGGERED SOLID WOOD P05T SCALE: 1"=1'-0" SCALE: 1"=1'-0" Project# Drawn: Sheet UPLIFT CONNECTIONS WALL OPENINGS (SEE DETAIL AT LEFT FOR GARAGE CONDITION) AS PER RESIDENTIAL GORE OF NEW PORK STATE REFERENCE: I4028 EPH -2001 EDITION, AN51 / AF4PA WFCM-2012 TPICAL STEEL FLITCH PLATE 7 SECTION 5.22 4 )LS_CALE:V=I'-0" Job: Check: C�2 SCALE: 1/2"=1'-0" -ALL STRAPPING TO CONSIST OF MIN. 20 GAUGE I I/4" WIDE NAPPI KMP NOTE: GRADE 33 ASTM A653 STEEL STRAP. I-rrr-I -UPLIFT CONNECTION 15 REQUIRED AT EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS IN ADDITION TO CONNECTIONS AT WALL 57UD5 AND AT TOP AND BOTTOM OF CRIPPLES -ALL MODEL NUMBERS INDICATED ON THI5 DETAIL REFER TO CODE DETAILS "SIMPSON STRONG TIE CONNECTORS" -ALL CONNECTORS AS MANUFACTURED BY "51MPSON"