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Home My WebLink About44483-Z fe.i3fFO( Co Town of Southold 8/3/2020 0 P.O.Box 1179 53095 Main Rd Southold New York 11971 CERTIFICATE OF OCCUPANCY No: 41314 Date: 8/3/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 100 Woodcliff Dr.Mattituck SCTM#: 473889 Sec/Block/Lot: 107.-8-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/21/2019 pursuant to which Building Permit No. 44483 dated 12/5/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including deck, to existing single-family dwelling as applied for. The certificate is issued to 100 Woodcliff Drive LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44483 6/10/2020' PLUMBERS CERTIFICATION DATED 7/11/2020 Jos Tuomey 0 Ao ' ignature =fes TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . oR 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#: 44483 Date: 12/5/2019 4. Permission is hereby granted to: 100 Woodcliff Drive LLC 900 3rd Ave New Hyde Park, NY 11040 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 100 Woodcliff Dr. Mattituck SCTM # 473889 Sec/Block/Lot# 107.-8-17 Pursuant to application dated 11/21/2019 and approved by the Building Inspector. To expire on 6/5/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $504.80 CO -ADDITION TO DWELLING $50.00 otal: $554.80 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new buildingor new use: ti,• 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- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 r Date. -T,OLCI New Construction: Old or Pre-existing Building: X _'(check one) Location of Property:�Q® House No. Street Hamlet Owner or Owners of Property: I DO �1q DT-We,, LUQ, Suffolk County Tax Map No 1000, Section Block �j Lot Subdivision Filed Map. Lot: Permit No. (4q q Date of Permit. Applicant: A W)V k,-CR"1 Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: check one Fee Submitted: $ DV�+ V►�cP�L-I Applicant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I� Mark Canellos residing at (Print property owner's name) (Mailing Address) do hereby authorize AMP Architecture (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) Mark Canellos (Print Owner's Name) pF S0�/r�®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 c e sean.devlina-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 100 Woodcliff Drive LLC Address: 100 Woodcliff Dr city:Mattituck st: NY zip: 11952 Building Permit#: 44483 section- 107 Block 8 Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: T Best Electric Inc License No: 49446ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 38 Ceiling Fixtures 10 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 10 Wall Fixtures 14 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 17 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt 60A Ceiling Fan 2 Combo Smoke/CO 2 Transformer UC Lights 5' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect F1 Switches 34 4'LED Exit Fixtures 11 Pump Other Equipment: W/D, DW, Micro, Oven, Fridge, Hood/ Exhaust Notes: House w/Attached Garage Inspector Signature: — Date: June 10, 2020 S.Devlin-Cert Electrical Compliance Form.xls q �ISotirya Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 A O BUILDING DEPARTMENT TOWN OF SOUTHOLD CIERTIFICATION Date: Building Permit No. Owner: I ®o �A h4 dr I've L LC (Please print) Plumber: �m sed,�n - Q D m-e.,�1 m_.�-�,V' �� A- h%,,.,� M (Please print) --r 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 day of ` , 20� r— Notary Public, tl� county, JOHN P LICCIARDO NOTARY PUBLIC-STATE OF NEW YORK No. O1 L16259018 Qualified in Suffolk County My Commission Expires April 02, 20 oF souryo� L H S5U '(� �/�/a o PCL I p r-VR # TOWN. OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] -ROUGH PLBG. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING]STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY--INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION = ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)" ] CODE VIOLATION [ ] PRE C/O REMARKS: 14 DATE 1 1 SQ INSPECTOR ". OF So 9e,, 4LI I 83p /&V # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) Ywxt [ ] CODE VIOLATION [ ] PRE C/O W� (�AeA41 REMARKS: DATE INSPECTOR af Sall 6 # # TOWN OF SOUTHOLD BUILDING DEPT. _ `ycnu�n '' 765-1802 INS=PECTION - [ _`] FOUNDATION 1ST [ ] RO H PL13G. [ ] .FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION" [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] -ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] RE C/O REMARKS: DATE o)-o INSPECTOR SOUIyO # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 ANSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ " ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL A�_` [ ] -FIREPLACE & CHIMNEY [ " ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: p G1 I YOV Wt -(00"K., -- o V 46 1 At) v4jc,,,, of � . y � x. a& DArt/ -h DATE INSPECTOR ARCHrrEMRE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:204 251h St,Suite 203,Brooklyn,NY 11232 uc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 June 12th,2020 D C�CC� V r fn D RE: 100 Woodcliff Drive I� ` JUN 2 ® 2020 ? ' Mattituck, NY 11952 y Bim' .I)�NG DEPT. To Town of Southold Building Department: I conducted a site visit at 100 Woodcliff Drive, Mattituck NY to inspect the framing, strapping, rough plumbing,deck footings and insulation. Based on my inspection the framing,strapping, rough plumbing; deck footings and insulation were completed to meet NYS Building Code and the architectural plans. Please feel free to contact my office if you"have any questions. Sincerely, Anthony Portillo, RA, LEED AP D APO Q .e. ool 'l 740 �O� Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 95w St,C9,Brooklyn,NY 11209 �LC Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 July 301h, 2020 RE: 100 Woodcliff Drive Mattituck, NY 11952 To Southold Building Department: Please see the attached insulation photos below for 100 Woodcliff Drive, Mattituck, NY 11952. I i 1 a r r V - ! f � _� • W • « i - �° t Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 H TEXRE Brooklyn Office:450 951"St,C9,Brooklyn,NY 11209 �LC Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 ��"—`_may • m� �I' F �� XRCHITECTURE Operating Business Address:1075 Frankllnvllle Rd,Laurel NY 11948 Brooklyn Office:450 95t1 St,C9,Brooklyn,NY 11209 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 F r w r 46 PRI I f { �a 1 i Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 RCHRECTURE , Brooklyn Office:450 951i St,C9,Brooklyn,NY 11209 uc laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 July 16th,2020 RE: 100 Woodcliff Drive Mattituck, NY,11952 To Southold Building Department: ,' I conducted a site visit at 100 Woodcliff Dr, Mattituck, NY 11952. 1 reviewed the following corrected items per the final inspection: 1. Plumbers Lead Solder Certificate a. Attached 2. Placard VF a. Photo 1 3. Proper Fire separation from garage a. Photo 2 4. Guards and grasp rail on steps in the garage to the 11 level a. Photo 3 5. Relief valve extension on water heater a. Photo 4 6. Fire rated and self-closing door to garage a. Photo 5 Please feel free to contact my office for any questions. Sincerely, An ony Portillo, RA C� M P� o (P-1�, �374tJ y®� SOF NES RCRITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 C Brooklyn Office:450 95"'St,C9,Brooklyn,NY 11209 LL Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 Photo 1: _ F •R �a Photo 2: r 4 P r .. ar. Y XRCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 951'St,C9,Brooklyn,NY 11209 LEc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 Photo 3: Photo 4: I . ; XRCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 EEc Brooklyn Office:450 95"St,C9,Brooklyn,NY 11209 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 Photo 5: "a RCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel,NY 11948 Brooklyn Office:490 95t1 Street,C9,Brooklyn,NY 11209 Laurel Office:1075 Franklinville Rd,Laurel,NY 11948 Office Phone:(516)214-0160 Anthony Portillo:(716)572-4741 Photo 5: . s 4, FIELD INSPECTION REPORT DATE COMMENTS jr FOUNDATION (IST) y -------------------------------------- d FOUNDATION (2ND) FfC-T z o �clo ROUGH FRAMING& PLUMBING H , r INSULATION PER N.Y. STATE ENERGY CODE • VAfa 0000 «., wtr' 49. ADDITIO AL OMMENTS �d2 3 `3 CC) C C. 15 7 z rn d k '(' A- -71211,2o Aw to &A an ,;, 1714eraaR • y ►d ®. O z d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 ' '4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Mail to:pmp A%h ,g Disapproved a/c jog� =UAl 611 e U Phone: to Expiration 20 afv 4!4!4! Building Inspector j NOV 2 1 2019 l APPLICATION FOR BUILDING PERMIT Date WCA9 tPX 1,gth 20 0 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to-the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application'may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. ' f,Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim;the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building'Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. 7p/ (✓ (Signature of applicant or name,if a corporation) W (� VfI1 kJ��" Y�'y(�iVQA (Mailing addresi of applicant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician,plumber,or builder Name of owner of premises 0 S 9 ( I C . (As on the tax rol 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: f o® wocdc10f - C)r- House Number Street T'Hainlet County Tax Map No. 1000"'Section - 10Block Lot 1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occu ancy of proposed construction: a. Existing use and occupancy 1 — �,mi •1 � '� �A b. Intended use and occupancy 1 ' `'G�01 IV 3. Nature of work(check which applicable):New Building Addition Alteration �C 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- , 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear ( nom j , a, Depth � •a Height 1'7• S Number of Stories 1 Dimensions of same structure with alterations or additions: FrontRear Depth Height i-2. S' Number of Stories 1 8. Dimensions of entire new construction:Front Rear . Depth Height Number of Stories � t , 9. Size of lot:Front Rear Depth Sy 10. Date of Purchase -3 I 1 ! l Name of Former Owner fn 11.Zone or use district in which premises are situated 12. Does proposed construction violate any.zoning law, ordinance or regulation?YES NO>� 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO a��' you ,3r`A A,,= 14.Names of Owner of premises t00 WgDgCC``aDr '?�adress /V t,,,) !h�A` ?uf"'iAMLPhone No. Name of Architect W N prwo Address 101 RQnY1jlakle W Phone No_IES1t8- akUOC (DO Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?,*YES. NO. < * IF YES, SOUTHOLD TOWN TRUSTEES'&D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland?* YES NQ * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the A6 er,-?c ( ontractor,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. S�jorn o before me this �{ day of ff j9V 20L�_ _Q TRACEY L. DWYER d� NOTARY PUBLIC,STATE OF NEW YO Notary Public NO.01DW6306900 Si ature of Applicant, , QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,iZ Scott A. Russell ,��°sU k�G STO]KAMINVA TIElk- SUPERVIS®R CO) MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. [E][ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑M D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑Ea E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ®[a F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you'answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witFyour Building Permit Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date- District (� NAME- 1-Y � 9"ti �` �E �L!— 1� a_ -L ",, Section Block Lot Ohv isw.tm) **** FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 1 U r a,kq v C)LUp rriqn—N.mnui Reviewed By: ov — — — — — — — — — — — — — — — — 1 �`- r Date: Property Address/Location of Construction Work: — — — — — — — — a — — — — — — — — �® Approved for processing Building Permit. Stormwater Management Control Plan Not Required. 1VWRh 4 W 11G5 2` Stormwater Management Control Plan is Required. ® (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 Town Hall AnnexTelephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 _ Southold, NY 11971-0959 4 BUILDING DEPARTMENT NOTICE OF-UTILIZATION OF-TRUSS TYPE;CONSTRU-CTIONa_PRE=ENGINEERED=_ WOOD CONSTRUCTION ANDIOR'TIMBER CONSTRUCTION: Data: 1 '� d c Owner: r W W= Up:�---_Dr� Location of Property: Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 Scott A. Russell ,��° '�16 STORMNVATE K SUPERVISOR - MAN Ax-GIEMIENT SOUTHOLD TOWN HALL-P.O.Box 1779 53095 Main Road-SOUTHOLD,NEW YORK 11971Ol Town of'Southold t CHAPTER 236 - STORIIWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOS IDIS PROJI CT INVOLVE ANY OF THE FOLLOWING Yes No (CHECK ALL THAT APPLY) ❑0 A. Clearing, grubbing, grading or stripping of land which Affects more than 5,000 square feet of ground surface. ❑0 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 00 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑(�' E. Site preparation within the one-hundred-year f loodplain as depicted on, FIRM Map of any watercourse. ❑(� F. Installation of neve or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the"Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies-of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witF—your Building Permit Application. 1000 Date:M T C. . . APPLICANT (Property Owner,Design�si�gny Professional,Agent,Contractor,Other) S. District Q NAME �1 w�u Section Block Lot FOR BUILDING DEPARTMENT USE ONLY �*** Contact information: J� Rekphmr Numhu) (V�t� Reviewed By: Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — O® ��C�, �r_ �,.�, _n � Approved for processing Building Permit. �1 C, Stormwater Management Control Plan Not Required. / Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 i i QIt Town Hall Annex �� _� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 , Southold, NY 11971-0959 BUILDING DEPARTMENT NO-TICE OTIC_ E OF_UTILIZATION-OF—TRUSS TY#?E.FORSTRUC-, 'IQ-N..PRE-Ei GINEERED n WOOD CONSTRUCtliD,ANO]OR TIMBER tONS'I WCT[ON - Owner:_-� Location of Property: Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): ' Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussReq%docx Effective 1/1/2015 �plXBUILDING DEPARTMENT Electrical Inspector o� TOWN OF 50UTNOLD Town Hall Annex - 54375 Main Road - PO Box 1179 '� • �pN Southold, New York 11971-0959 y .a. r;r ,Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richertfttown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: `rKo M.a ST Date: 3 a() Company Name: 'Tr 'be5S_r Name: Ka-S License No.: email: -j-;6eSTe- Tr I c L 0.C'Lc�.CCS Address: 15T CC11T-ef- KQX lGteS l l q3 Phone No,: JOB SITE INFORMATION: (All Information Required) Name: ( O� �oodG(.�F-� D�. LLC. Address: I oc> Lt IF/F DS, M.c3J_'_11 Cross Street: t> (-p t� '�" b Phone No.: 1< YLe C��l r S53 ` �`�� • BIdg.Permit#: g email; Y� Q`f� ftca c�STf'� c�r1r bc� Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Ch 1q LT L>J Circle All That Apply: Is job ready for inspection?: YES 1 NO Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect-Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form xis \� �� Jarski, John From: Anthony Portillo <aportillo@amparchitect.com> Sent: Tuesday,June 23, 2020 2:24 PM To: Jarski,John Cc: Nunemaker,Amanda; Doug Scharadin;Alexandra McWhirter Subject: 100 Woodcliff, Mattituck, NY o D Hi John, 0 �00 I am writing regarding the inspection completed today at 100 Woodcliff in Mattituck.a a The home went through a renovation, we did not add to the home. We did not remove most of the sheet rock on exterior walls, the ceilings were not removed at the rear of the home where t Tetwo bedrooms are located. The ducts were not replaced, it was an existing system. We replaced the condenser and air handler in kind. Boiler and WH remained, it was not replaced. Below I snipped in a section of the New York State Energy Conservation Construction Code 2015 Chapter 5 R503. Basically the way I read this is the unaltered section of the home do not need to comply with the new energy code. Due to the fact that we did not alter the entire home there is no way we can meet the energy code for Blower Door and Duct Blaster. Also, we should not be required to complete manuals since this is not a brand new HVAC system. Alterations to an existing budding,building system or portion thereof shall conform to the provisions of this code as they relate to new construction without requiring the unaltered portions of the existing building or building system to comply with this code.Alterations shall not create an unsafe or hazardous condition or overload existing budding systems. Alterations shall be such that the existing building or structure uses no more energy than the existing building or structure prior to the alteration.Alterations to existing buildings shall comply with Sections R503.1.1 through R503 2. Can you please reconsider this request, due to the above code reference I do not believe it is a requirement. Also, the stair down to the basement from the garage was existing, we did not add that door. I do not think my client should have to bear the expense of replacing the door and making the door self-closing. In regards to the Bedroom towards the rear of the home, I opened the septic and over flow tank and will certify the system meets the requirements for a 3-bedroom. I also have a letter front he company who opened the system and pumped for my inspection. Is this acceptable? Thanks, Anthony Thank you, Anthony Portillo, RA, LEED AP Principal I AMP Architecture,PLLC OlTice. 516-214-0160 Cell. 716-572-4741 Web: amparchitect.com i XRCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 951 St,C9,Brooklyn,NY 11209 uc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 July 16th,2020 D RE: 100 Woodcliff Drive { Mattituck, NY 11952 '-'� JUN 2 0 2020 , BUILDING DEPT. F '�'�3��"�' To Southold Building Department: Ssa'SOUTEIVt,,R ' 1 Enclosed please find the final updated drawings of the work completed at 100 Woodcliff Drive, Mattituck. I,Anthony Portillo, RA met with the owner's septic company,they opened and cleaned out the septic tank and overflow tank, I then completed an examination of the tank.The septic and overflow tank is acceptable for a 3 bedroom occupancy. Both tanks were in great condition and in working order. Please accept this letter as certification for the existing septic tank and overflow tank. The scope of work completed at 100 Woodcliff did not include removing sheetrock at exterior walls, 85%of the sheetrock remained on all exterior walls.The request of the blower door test should be `waived since we did not have the ability to insulate and air seal the exterior walls to meet 2015 IECC. Also,the existing duct work was not removed and replaced,the only mechanical work completed at the home was the replacement of the air handler and the condenser. Due to this being an existing supply- system,the duct sealant test should also be waived. All the other required items have been rectified,we have provided pictures enclosed,and I am certifying the work was done to code.Also included, is the plumber solder certificate. Please feel free to contact my office for any questions. Si rel , Anthony Portillo, RA ED ARC PO Q ° 0 c ,A NES Nunemaker, Amanda From: Nunemaker,Amanda Sent: Wednesday,July 29, 2020 8:39 AM To: 'Anthony Portillo' Subject: RE: 100 Wood Cliff, Mattituck, NY The electrical inspector stated that the house was gutted. I just spoke with Mike and John regarding this project and you must perform the testing and submit the manuals as stamped on the plans.There are no permits on file for central AC in this house,therefore the duct testing also must be performed. No inspections have been called in for this project other than the electrical,and this permit and work had been issued/started before the pandemic. Inspections must be performed so we can monitor the process and this would have been addressed much sooner. If the blower door testing fails,then we will find a way to work with you this time. Regarding the sanitary system, I searched our records and found a Town Septic permit for this property. In addition,you have certified this system. This is a very fortunate event as most people update their system but do not get Town Septic permits,so in this case you will not need the Health Department. From: Anthony Portillo [mailto:aportilloCaaamparchitect.coml Sent: Tuesday, July 28, 2020 4:09 PM To: Nunemaker, Amanda Subject: Re: 100 Wood Cliff, Mattituck, NY Based on my inspection it was upgraded, it was a solid ring both the septic tank and overflow. The piping was also inspected using a camera, it was a new pipe leading to the septic tank. I can provide the sizes of the tanks and calculation for further clarity if needed. I am also providing sections of the Existing Residential Energy Code, regarding the request for Blower Door and Duct Blaster. If you read the second paragraph it states that the altered portions need to meet the requirements of this code, but the unaltered portions of the existing building do not need to meet the new construction energy code. Basically this means if the entire building is not being altered and we cannot meet the requirement of 3 air changes per hour, the blower door testing should not be a requirement. If we gutted the entire building and had the ability to air seal the entire envelope the requirement would make sense. If you read the plans, a significant portion of this building was not touched, and most of the exterior walls were left existing, sheetrock was not removed. Please consider this request to remove this requirement based on this. i J Section R503 Alterations R503.1 General Alterations to any buwldingor structure shall complyvmh the requirements of the code for new construction.Alterations shall be such that the existing buildtngor structure is not less conforming to the provisions of this code than the existing building or structure was prior to the alter pion. Altetations to an existing building burldingsystem or portion thereof shall conform to the provisions of this code as they relate to new construction vbthout requiring the unaltered portions of the existing buildingor buildingsystein to comply with this code. Alterations shall not create an unsafe or hazardous condition or overload existing building systems.Alterations shall be such that the existing buildtngor structure does not use more energy than the existing building or structure prior to the alteration.Alterations to existing buildings shall comply with Sections R503.1 1 through R503.2. The Heating and Cooling Systems that are not new do not need to comply with R403, the duct system was existing and the only portion of the mechanical system replaced was the air handler. Also, if a small portion of the duct were extended, if it is less than 401n ft no testing is required. Please consider removing this requirement based on the below code excerpt. ty V w UD'1' g-"-tbg_anLQUftg sy5agm New heating.cooling and duct systems that are partof the alteration shall comply with Section R403 Exception:Where ducts from an existing heating and cooling system are extended.duct systems with less than 40 linear feet(12.19 m)in unconditioned spaces shall not be required to be tested in accordance vrith Section R403.3.3. Thanks, Anthony On Tue, Jul 28, 2020 at 3:51 PM Nunemaker, Amanda<Amanda.Nunemaker@town.southold.ny.us>wrote: You will have to speak with John directly as he is requiring the manuals and testing. Was the septic system upgraded in recent years? From: Anthony Portillo [mailto:aportillo@amparchitect.com] Sent: Tuesday, July 28, 2020 3:42 PM To: Nunemaker, Amanda Subject: 100 Wood Cliff, Mattituck, NY Hi Amanda, Can we schedule a time to discuss this project. I am not clear why we need Blower Door and Duct Blaster, we did not strip the walls and did not touch a large portion of the home. 2 Y j Also the Ducts are not new, I do not understand why these are required. Also, regarding the septic, I am certifying the tanks, I had them opened and inspected them. I spoke to Mike about all of this already. Can we please discuss these items at your convenience. Thanks, Anthony Thank you, Anthony Portillo, RA, LEED AP Principal I AMP Architecture, PLLC Office: 516-214-0160 C ell: 716-572-4741 Web: amparchitect.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. Thank you, Anthony Portillo, RA, LEED AP Principal I AMP Architecture,PLLC Office: 516-214-0160 Cell: 716-572-4741 Web. amparchitect.com 3 F-�3 k r Y. ff � . LI.A—f V 9 . 977 7 z W O U Li i Q O W EDA p O F N E`rS r ARCHITECTURE ANTHONY PORTILLO, R .A. LEErL%) APPROJECT: H 4, .. .'. -..,,. . ', � _ � .4, - .,..... �.. - ,k, ;'ry: ».:z: ":zJ'3.ti«�:«$:us2o�. E.:L .,'.;'.isri.`n..0,vu«aiixr v'rY.'2;�..s.4=�a"xio,.�'�✓`�y:n_ .s'.';:€_."+:.u�`;r+,•.s,�,.c:�.,.:" k - �. CANELLOS _,. 1075 FRANKLINVILLE ROAD204 25TH S ET UITE 2 8RENOVATION 1 48 BROOKLYN .Y. 2LAURELN .Y 9100 WOODCLIFF DRIVE g MATTITUCK, NY 11952 0 :516-2 :14-0 :160LLC DRAWING TITLE: TITLE PAGE PAGE: -.Loo DATE: 07/16/20 10F 10 y�IO7 5 a 5i�EG I F I(ATI ON5 CARPENTRY FOUNDATION, CONCRETE, AND MASONRY � IAOE <E IN000' : I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 875) UNLESS I. CONTRACTORS TO VERIFY ALL DIMEN51ONS OF EXISTING FOUNDATION AS IT IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED OTHERWISE NOTED. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE 5UB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. INSULATION 1= NSTRT)ON REQUIR�MNTS �6 I TITLE PAGE TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTORS RE5PONSIBILITY TO READ ALL NOTES, 8" MIN. FOUNDATION EXPOSURE. 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL - - - GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 COMPONENT PROPERTIES COMPLIES NY5ECG 2015 TABLE j 1. NO WORK TO START UNTIL APPROVEl7 PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EAL/INSULATION. SIZE OF SILL TO BE (2) 2"x6", UNLE55 (1) 2"xb" 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) 7ON/50. FT., U.O.N. R4O2.I.2 APPLICABLE. BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. -- 4. FOOTINC75 TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS MIN. R-20 AS PER 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGER5 BY "TECO" OR OTHERWISE NOTED EXTERIOR WOOD FRAME WALL R-VALUE R-21 CAVITY INSULATION TABLE 402.1.2 OF NYS YES GENERAL NOTES ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. ENERGY CODE - ZONE 4 STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. STRUCTURAL DESIGN CHARTS 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN NYSECC 402.1.3 AND TABLES 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND _OCAL CODES FLOORS, ROOFS, AND WALLS. 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM WINDOW U-FACTOR YESAND AUTHORITIES HAVING JURISDICTION. UNTIL 151 TIER OF FRAMING 15 IN PLACE. LEAKAGE 0.30 CFM/5F U-FACTOR=0.35 MAXIMUM 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, AIR LEAKAGE=0.30 GFM/SF 4. ALL UNNOTED OR NON-VISIBLE EA5E:MENT5 ARE THE RE5PON5I5ILITY U.O.N. 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. A-200 HOLDOWN, ANCHOR BOLT, OF THE OWNER/BUILDER MIN. R-49 AS PER TABLE 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC,. TO BE FILLED CEILING R-VALUE R-49 INSULATION 402.1.2 OF NY5 ENERGY YES STRAPPING & NAILING DETAILS 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 50LID WITH CONCRETE. CODE - CLIMATE ZONE 4 SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. q, ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. STRUCTURAL DESIGN LOADS WITH THE WORK. 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE MIN. R-30 AS PER TABLE 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 FLOOR R-VALUE R-30 INSULATION 402.1.2 OF NYS ENERGY YES A-500 SITE PLAN UNLESS APPROVED BY THE ARCHITECT/ENGINEER. DAYS OF 4,000 P.5.1., U.O.N. GORE - CLIMATE ZONE 4 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE ( PROJECT/ZONING DATA ' 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE A-1. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH --- t BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODE5. APPLICABLE. 12. COPPER FLASH ALL JOINTS WHERE SLAB ABU75 FRAMING. - --------- --- --- ------- - 7AE3LE R50I .1 DEMOLITION PLAN 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. (1) WALL TIE PER (3) 50. FT. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, STRUCTURAL MEMBER ALLOWABLE DEFLECTION APPROVED EQUAL. MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA J� AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOLT WRITTEN 13. BLOCK EXTERIOR 57UP WALLS AT HALF STORY HEIGHTS AND AT 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 l�-"TOO FOUNDATION PLAN LV PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. FROM FOOTING TO 2" ABOVE FINISH GRADE. W/ NO FINISHED CEILING ATTACHED TO RAFTERS w 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' GROSS BRAGIN6 AT JOISTS, STUDS, AND RAFTERS WHEN SPANS I6. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 5'-0" AND AT EVERY 8'-O". OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO I V INTERIOR WALLS B PARTITIONS H/180 CONCRETE SHALL BE PLACED ON FROZEN SURFACES. LLJ 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE - - - A-2 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY FLOORS 4 PLASTERED CEILINGS L/360 -�� FIRST FLOOR PLAN = 14. THE CONTRACTOR SHALL KEEP PREMI5E5 REASONABL" GLEAN AT ALL ARCHITECT/ ENGINEER. TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE ASU J RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK NECESSARY. 15. PROVIDE BITUMINOUS JOINTS BETWEEN 5LAB5 AND FOUNDATION WALL5 AND ALL OTHER STRUCTURAL MEMBERS L/240 BROOM GLEAN. WHERE EVER APPLICABLE. Q 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-1 EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL THROUGH A-3 19. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BEA LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODE5 MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. --�O� EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 SECTIONS AND ORDINANCES. I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK ...> GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB CONCRETE 5LA55 TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. ' 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FIN15HE5 L/120 11 ROOF FRAMING PLAN THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED ------J .` COMPLETION OF PROJECT. 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" , A5 PER PAGE A-1 THROUGH A-3. DEEP $ 3'-0" BELOW GRADE. 17. THE CONTRACTOR SHALL INDEMNIF'f AND HOLD HARMLESS THE OWNER, STRUCTURAL DESIGN LOADS A-700 ELEVATIONS ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. P.T. SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN INSULATION AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA 622;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED ATTORNEYS FEES ARISING OUT OF OR RE5ULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRU5HING, DIPPING, OR SOAKING UNTIL THE WOOD FOIL TO BE PLACED TOWARD WARM SIDE. USE LIVE LOAD DEAD LOAD IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION �' -- - - ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH AS: HANGER5, NAIL5, SCREWS, FLASHING, ANCHOR BOLTS, HALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DE5IRED BY EXTERIOR BALCONIES 60 psf 15 psf WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMA6E "�� PLUMBING RISER DIAGRAMS CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. FOUNDATION WATERPROOFING. DECKS 40 psf 15 psf GAS RISER DIAGRAM EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR NOT 17 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: PARTY INDEMNIFIED HEREUNDER. A. TRUS5 J015T McMILLIAN 1.9E MICROLAM PASSAN6ER VEHICLE GARAGES 50 psf AS PER PLAN - 9" R-30 FOR FLAT CEILINGS B. GEORGIA PACIFIC 2.OE 6-P LAM - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS ------- -- -- 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL STRAND LUMBER) DENOTES - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRU55 JOIST McMILLIAN 2.OE PARALLAM - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION --- OF CONCRETE, ETC. ARE TO BE GAREI=ULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC.'S - 5.25" R-21 FOR FLOORS ATTICS WITH 5TORA&E (ROOF ABOVE 3 PITCH) 20 psf 15 psf TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN95, SPECIFICATIONS, APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE GLA55 WINDOWS AND DOORS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN cotATRAGTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf AUTHORIZATION OF THE ARGHITEGT/EN6INEER. NOTES, AND TABLES ON PA&E5 A-1, A-2, $ A-3. THE FA5TENIN6 SCHEDULE SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING 2. GLA55 DOORS AND WINDOWS SHALL NOT SE INSTALLED UNTIL PROPER SLEEPING ROOMS 30 psf 15 psf 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FA5TENING CLEARANCES ARE PROVIDED. NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMEN51ONS AND CONDITIONS SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED PERTAINING ARE: TO BE FIELD VERIFIED. SHEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS 8 MANU. SPEC.'s). 3. ALL SLIDING &LASS DOORS, SKYLICH75, AND ANY GLA55 UNIT INSTALLED STAIRS 40 psf 15 psf HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, -- 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK UNLE55 OTHERWISE NOTED. GUARDRAILS AND HANDRAILS 200 psf 15 psf WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 23. COLUMN BEARING AS FOLLOWS: WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. MANUFACTURER'S SPECIFICATIONS. 12 psfFOR ATTIC SPECIFICATIONS, UNLE55 NOTED OTHEiZYV15E. WALL w/ STEEL SHIMS B A MIN. 3/4" OF NON-SHRINK GROUT ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf IS psf FOR CATH. j 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY SECURE w/ (2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPANSION BOL75 ® 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS EXIST. HALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. HALLS). FOR ANY ENERGY CONSERVATION CODE. COPYRIGHT PROTECTION ACT OF 1990 (AWCPA), WHICH HAS SEVERE PENALTIES. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I6" *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR (BUTIIII WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. ASCE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) $ ANCHOR BOLTS, SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. GLIMATIG AND GEOGRAPHIC DESIGN CRITERIA U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG w/6" RISE $ w/ (2) s/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 8. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 GORES AND REFERENCE STANDARD: I SET b" DIST., U.O.N. - ADDITIONAL INFO. I5 FOUND ON PAGES A-1 THROUGH A-3. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. GROUND SNOW LOAD 20 L55 I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH MAINTENANCE GODS. BASIC WIND SPEED 130 MPH ASPHALT ROOFING 5HINGLE5 ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE I. ALL SLOPED ROOFING 5HINGLE5 SHALL BE OAF-GLA55-A ASPHALT ROOFING CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF SHINGLES OR APPROVED EQUAL. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE EXPOSURE CATEGORY B WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME Z , W CONSTRUCTION MANUAL BY AF 4 PA. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EORF-55 SEISMIC DESIGN CATEGORY B 2 R 0 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING NOTED. ALSO, CONTRACTORS OPTION TO APPLY &AF-WEATHER-WATCH ICE REQUIREMENTS. CODE. AND WATER BARRIER FROM EDGE OF SAVE TO 24 INSIDE EXTERIOR WALL 0 LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE WEATHERING SEVERE 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL TEMPERED GLASS. - 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF FROST LINE DEPTH 3'-0" w MECHANICAL CODE AND 2015 INTERNA" ZONAL FUEL 6A5 CODE. CONSTRUCTION. ELECTRICAL: Q 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM NFPA 70 AND 2015 INTERNATIONAL ENE'.ROY CONSERVATION CODE. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S TO 2011 NATIONAL ELECTRIC CODE, NFPA 70 AND 2015 INTERNATIONAL ENERGY TERMITE MODERATE TO HEAVY SPECIFICATIONS. CONSERVATION CODE. ICE BARRIER REQUIRED YES ui 5. NAILING OF ROOFING SHALL BE TO CODE. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON w COMPLETION OF WORK. GENERAL WIND PROTECTION CONNECTION NOTES: 6. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND Ib GAGE STAPLES ARE ADAPTED FROM STANDARD FOR HURRICANE RF-515TANT RESIDENTIAL PERMITTED 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: CONSTRUCTION;SSTD 10-99 AND 2015 E550 HIGH WIND EDITION WOOD FRAME - GENERALLY, VERIFY OR PROVIDE HARD WIRED G D ' CONSTRUCTION -i. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR SMOKE DETECTORS w/ BATTERY BACK-UP IN: ` a/4C I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 2:12 PITCHES TO 4:12 PITCHES a.1 M. FLOORS, 5TUD5 AND ROOF FRAMING SHALL BE PROVIDED. A. EACH SLEEPING ROOM 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 5. ASPHALT 5HINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF INCLUDED IN THE STANDARD BUILDING GODS, SECTION 2306 OF IBC SHALL THE SEALANT TO UPLIFT FORGES USING A5TM D 6381. B. OUTSIDE OF EACH SEPARATE SLEEPING .? 1s1tr BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. AREA IN THE IMMEDIATE VICINITY OF * < ,• I 3. METAL PLATES, CONNECTORS, SCR:EW5, BOLTS AND NAILS EXPOSED THE BEDROOMS (GENERALLY THE HALLWAY) ,qw_ DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORRO51ON IN COASTAL AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. PLUMBING G. EVERY LEVEL OF DWELLING 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW) (BA5MENT, FIRST FLOOR, 4 SECOND FLOOR, ETC)SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE SYSTEMS TO NYC, PLUMBING CODE AND NYC DEP REGULATIONS AND NYC PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS BUILDINGS BULLETIN 2008-005. MECHANICAL CONNECTIONS: OF NE4`I AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE SUBSTITUTED RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 OR 2X4 LUMBER 15 LOCATED WITH AN APPROVED EQUAL PRODUCT. IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND AT BASE OF VERTICAL WASTE PIPES. "SIMPSON" MANUFACTURER. PROJECT: 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48 AND EVERY 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 16" WITHIN 4' OF EXTERIOR CORNERS. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED FOOT. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING CAN E L LOS TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" OF I" AND 3"X3"X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED RENOVATION PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR - DISH WASHER.........................................2" 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY - KITCHEN SINK........................................2" MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS - LAVATORY...............................................2" 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER AND AT SPACING NOT EXCEEDING 4' ON CENTER. - 5HOWER/TU5..........................................2" SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - TOILET........................................................3" 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ARCHITECT LAUNDRY .................................................2" 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM HANGER - FLOOR DRAIN..........................................3" SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER 100 WOODCLIFF DRIVE 6. ALL 5Y5TEM5 TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. MATTITUCK, NY 11952 GYPSUM WALL BOARD THROUGH ROOF. I. GYPSUM WALL BOARD 5Y5TEM5 SHALL BE OF A TAPE JOINT AND JOINT MECHANICAL, FUEL GAS: COMPOUND METHOD. 7. PROVIDE FROST-PROOF HOSE BIB5 WITH EASILY ACCESSIBLE DRAIN 4 DRAIN GOOKS AS REQ'D. H05E BIBS SHALL BE PROVIDED WITH BACKFLOW I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/ THE DRAWING TITLE: 2. ALL GYPSUM BOARD SHALL BE 1/2" ON HALLS AND GEILIN6, UNLESS PROTECTION. NY5 MECHANICAL CODE AND FUEL GAS CODE OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE GENERAL NOTES DEEMED APPLICABLE. 8. WA5TE FROM CLOTHES WA5HER5 AND LAUNDRY TUBS ARE TO BE PROVIDED ZONING DATA WITH BACK FLOW PROTECTION. PROJECT/ZONING 3. 5/5", ONE HOUR RATED, TYPE 'X' &YP5UM BOARD ON CEILING AND WALLS (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING HEALTH DEPARTMENT STANDARDS AND REGULATIONS. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURI5DIGTION PRIOR TO CONGEALMENT OF PLUMBING. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE PAGE: TAPED AND RECEIVE THREE COA75 OF JOINT COMPOUND. ALLOW 24 HOURS 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GODS. T<' DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED 5110OTH. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED NOR ANY POTENTIAL DAMAGE THEREOF. '.TAL CORNER BEAD TO BE USED ON ALL OUTSIDE GCRNER5 AND AROUND A-100 ')PENIN65. 'EN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE A-1. DATE: 07/16/20 2 OF 10 FA5TENIN5 SCHEDULE A � NOGOSTRU�TIO ` DETAILS $ YI ` D LOAD FATH AC,,HOR 5OLT SPCIFIGATIOS TT-ISGrOr5 NOT INCLUDE NAILING FOR METAL FRAMING STRAPS I�I I G (SEE FA67,Z A-2 FOR STRAPPING AND NAILING REQUIREMENTS, O O I�l I V E G T I O I�t D E TA I Le S AND ROUGH OPENING FRAMING REG2U I REMENT5) ALL NAILING 15 A GENERAL SPEGIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE NOT TO 50ALE SPECIFICATION (WFGM TABLES 5.2A $ 3.25, P. 112) CORNER 6„_1 2„ FOR ALL STRUCTURES: CONDITION —� FASTENER SPEC. � FASTENER 39 .1 r%s"O ANCHOR BOLTS ® 3Q" O.G. DESCRIPTION AND QUANTITY SPAG I NG FT •' - ROOF GE I L I NO FRAM I NO NOTES: �----- - - --- - --- - - -- - -------- RAFTER TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER RAFTER 7 WOOD 'JOIST- -0 NOOD J01 I. MIN. -I” EMBEDMENT INTO CONCRETE w/ 5" 5GUARE WASHERS AND END NUT SETUP; CEILING JOIST TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER J015T BLOCKING _- IS EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL I JO I ST HANG E END TOP TWO COURSES SOLID CEILING J015T TO PARALLEL RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED EACH LAP CONDITION --- - ------ - ---- ---- 2. ANGHOR5 NOTED HEREIN ARE NOT TO BE USED FOR CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) 9-Ibd COMMON EACH LAP OIRDER/HEADE n OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS — — I WOOD OI RDER WOOD JOIST PLAN DIAGRAM OF ZONES 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" $ 12" COLLAR TIE TO RAFTER (FACE-NAIL) i REQUEST 5K IF NEEDED PER TIE FROM ENDS AND CORNERS (TWD ® CORNERS) BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END (SEE DIAGRAM TO LEFT) 4. COORDINATE w/ HOLDOWN LOCATIONS RIM BOARD TO RAFTER (END-NAIL) j 2-Ibd COMMON EACH END JOIST FIRAMINO OVER WOOD OIRDER JOIST FRAMING FLUSH NITH OIRDER/HEADER TYF I GAL NA I L I NO/STRAFF I NO REOU REMENTS FOR WALL FRAMING UFL_ I FT/ SHEAR/ LATERAL RAL Y `4 ND RES I S I ANG TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-Ibd COMMON 1 PER FOOT W TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. 51ME TYPICAL NAILING/STRAPPING REQUIREMENTS FOR — STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. Q UPLIFT, SHEAR, $ LATERAL WIND RESISTANCE U HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES V NALL 57UD NALL STUD GONNEGTION :D::I :$::�D22] 4 _ TOP or BOTTOM PLATE TO STUD (END-NAIL) :2-16d COMMON PER STUD BOTTOM PLATE— BOTTOM PLAT t BATHTUB SUB, BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-Ibd COMMON 1'2 PER FOOT Q OOR ENDJOIST, or BLOCKING (FAGS-NAIL) DOUBLE JOIST DOUBLE JOIST —0 SITE LAYOUT NOTES: I. THIS 15 AN ARCHITECTS SITE PLAN $ 15 SUBJECT TO VERIFICATION BY A L I LENSED SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE ARGHITEGT'S BEST OF KNOWLEDGE. S) I ° 11'20" 150.00' 2. SURVEY INFORMATION WAS OBTAINED � EXI T. CHAIN INK FENCE FROM A SURVEY DATED MAY 6, 201oi AND PREPARED BY: 1 1 AJG LAND SURVEYINO PLLG 77 S. COLEMAN ROAD GENTEREAGH, N.Y. 11120 I 1 TELEPHONE: ((031) 846 gg75 i 1 W FROJr-CIT / ,ZONI NO DATA" w : x w TAX MAP # � 1000-107-8-17 tL ° r J N ZON I NO D I STR I GT R-40 NG 1 �_ `` Q N Z -- ------ - --- v t z = LOT AREA 22,332 S.P. Q I ► FEYIA FLOOD ZONE X -n Z -----------------------------PRINCIPAL BUILDRINGAENVELOPE------------------ X V�IETLANDS DISTRICT ---- - _ --- --- -- I w N PERM I T DEC, DISTRICT N N.J. LETTER . .. ... ....: O EXISTING PROPOSED EXIST. GONG. I STOOP PROPOSED I - I FRAME FIRST FLOOR AREA 1,�i50.0 Ig50.0 S.F. EXIST. 4' CHAIN LINK FENCE EXIST. DECK 3 CANT. --- 1 i PROP. O 65.2 1 BEDROOM COUNT ij 2 2 PROPANE O �I EXIST. I STORY LO GOVFRA� d rn EXIST. FRAME HOUSE - - - - - - - -- - - 'I A/C $ GARAGE m 'o DESCRIPTION - ARE, % LOT --- d I I7n EXIST. ASPHALT ----------- ---- -- I GO R G 1 I� DRIVEWAY TOTAL LOT AREA 22,332.0 S.F. �f50.0 S.F. 8.-7/ EXISTING HOUSE I, o m EXIST. CVRD. PORCH �d PROPOSED DECK 251.2 S.F. 1.1% EXIST. GONG. WALK PROPOSED COVERED STOOP — 36_0 S.F. 0.2% -------40' FRONT YARD - --------------------- - - - --------------- -� TOTAL AREA OF ALL STRUCTURES 2237.2 S.F. 10.0% pl � Ip W > o O O � 7 � p a / s I SGTM# 1000-107-8-17; LOT AREA = 22,332 S.F. ; R-40 NG o x EXIST. PROPOSED COMPLIES w �` MINIMUM REOU I RED M. p FRONT `rARD 45.6' (WOODGL I FF) 40.0 41.6' ),'ES FRONT Y,4RD ' • = - — — — — — — — — — — — — (BROWER) 40.0 3�f.I 3�i.i NO o3 05 NI I ° I-7120"W 150.00 � --- - - - _-__-_ -- --- 74 r1r t,4 . 0 SIDE ',rARD 15.0' 43.1 f' 43.1 f' YES REAR 50.0 72.1 64.1 ' YES PROJECT: LOT SIZE 40,000 22,332. 22,332.0 NO CAN ELLOS .O ----- - RENOVATION LOT WIDTH j __ — 1 150.0' 150.0' 150.0' YES ��00D(��LIFF DRIVE LOT DEPTH 175.0' j 150 150.0' NO 100 WOODCLIFF DRIVE -- - MATTITUCK, NY 11952 SITE PLAN MA I MUM PERMITTED y SCALE: I'-O" = 10'-0" , 1 , , DRAWING TITLE: BU I LD I NO HE 1 GHT 35.0 17.5 17.5 YES SITE PLAN NUMBER OF STORIES 2 I I YES PAGE: ma -300 DATE: 07/16/20 4 OF 10 OEI ` ER L. 5 I �B0L <E--r : : EXISTING TO BE DEM0L15HED O HARD WIRED SMOKE DETECTOR 5M w/ BATTERY BACK-UP EXISTING TO REMAIN O CARBON MONOXIDE NEW WOOD FRAME (L.G. co DETECTOR STL. WHEN APPLICABLE) NEW PARTIAL HEIGHT O HARD WIRED SMOKE AND CARBON WOOD FRAME (L.G. 57L. v4/ MONOXIDE DETECTOR COMBO w/ BATTERY BACK-UP WHEN APPLICABLE) NEW FOUNDATION WALL 50 G.F.M. EXHAUST FAN w/ DAMPER ® MIN. (2) 2"x4" STRUCTURAL FA G.F.M. EXHAUST N 8 LIGHT GOMBP POST FOR 4 WFL FAALLS w/ DAMPER (MIN. (2) 2"xb" STRUCTURAL s POST FOR b" WALLS), U.O.N. W EXISTING WINDOWS TO BE REMOVED U W F- U = J EXISTING STOOP Q EXIST. TO BE DEMOLISHED . BREAKFAST NOOK I EXIST. j l I EXIST. j I I 1 It GL. I f I GL• EXISTING WINDOWS F----#1 EXIST. TO BE REMOVED LAUNDRY 11 1 1 EXISTING WINDOWS III 1 AND DOORS TO BE r - I REMOVED II EXISTING CLOSETS I _- -_-- DEMOLISHED I I --- EXIST. III 5UNR00M II EXIST. DINING II Ir 11 III L 11 ROOM LUJ�� EXIST. jll EXISTING WALLS EXIST. O EXIST. 1 1 BATHROOM 11 i 1 I BEDROOM KITCHEN I —� I I \1 �/ AND DOORS TO BE I I I EXISTING STOOP __ DEMOLISHED - I TO BE DEMOLISHED EXIST. —� I tiI 1 EXISTING BATHROOM 1 1 /� I EXISTING KITCHEN BATHROOM 1 TO BE DEMOLISHED I I I 7C BE DEMOLISHEDI F7 ANTRY I �---� I _ I I I I I 1 SHOWER r514 R _ OVEN 1 I I � �� I I I I -�--__7 ----- _------ --� 1 EXIST. • (aJ R DN a DEMOLITION NOTE: 5H R L�L CONTRACTOR SHALL PROVIDE SUPPORT TO ANY STRUCTURAL x EXIST. MEMBERS AFFECTED BY SCOPE OF WORK PRIOR TO THE N 3 BATHROOM 1 COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. EXISTING WALL tX I- AND DOORS TO BE DEMOLISHED r — _I 1 II 1 II 1 1 � 1 I I II III I vT I w II III ---� F Q� -p� N III EXIST. / X�w Urn —L I GL. EXIST. LIVING to Q kv III EXISTING DOOR TO ROOM tL"' w I L EXISTING WINDOW BE REMOVED I I I Q I EXIST. TO BE REMOVED I I I L——J EXISTING WALLS I GARAGE I —— AND DOORS TO BE EXIST. DEMOLISHED L — J BEDROOM I II I 1 II I I II jj EXIST. I I � GL. II O I I V I I I I I I w Q O w EXISTING STOOP TO BE DEMOLISHED D ASC M, �0 Z � .��'�it ,� , . �.! FIRST FLOOR DEM0L 1 TI Oil PLAN * ¢ =�R'`'�' �: b � SCALE: 1/4" = I'-O. ' o �^1 PROJECT: CANELLOS RENOVATION 100 WOODCLIFF DRIVE MATTITUCK, NY 11952 DRAWING TITLE: DEMOLITION PLAN PAGE: DM—I%Ao DATE: 07/16/20 5 OF 10 0EI ` ERAL 5 I I " IBOL <E"*-r : : _ EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR SM w/ BATTERY BACK-UP EXISTING TO REMAIN O CARBON MONOXIDE NEW WOOD FRAME (L.G. GO DETECTOR STL. WHEN APPLICABLE) g• NEW PARTIAL HEIGHT HARD WIRED SMOKE AND CARBON WOOD FRAME (L.G. STL.. 5MiC0 MONOXIDE DETECTOR COMBO N1 BATTERY BACK-UP WHEN APPLICABLE) NEW FOUNDATION WALL. 11 50 G.F.M. EXHAUST FAN w/ DAMPER © MIN. (2) 2"x4" STRUCTURAL G.F.M. EXHAUST FL FAN $ LIGHT GOMBP POST FOR 4" WALLS w/ DAMPER (MIN. (2) 2"x6" STRUCTURAL POST FOR (9" WALLS), L.O.N. FOUNDATION PLAN NOTES a x OFOUND 4 POSTS FOR WD. DECK: WD. P.T. P05T $ P. GONG. PIER UPON 3 — GRADE BEAM AS PER DECK DETAIL C-(P) 1 It 2 TYPICAL LEDGER BOARD ® EXT. DECK: 2 x10' P.T. DRP. GIRDER W O I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOI5T5 2. SECURED W (2) 5/8" 4) x 5" LONG H.D. GAL. LAO BOLTS a 16" O.G. 5. INSTALL H.D. GALV. J015T HANGERS BY '51MP50N' (OR V EQUAL) Q Q 2 H 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING d i A b0 U BENT OVER 'TOP EDGE OF LEDGER BD. 5. SEE NOTED DETAIL IL 1 U J dJ — FOR WOOD STAIRS ® GRADE: x x Q O3 4" THK. P. GONG. PAD &" WIDE x R:EO'D LENGTH UPON O.G. U.O.N. MIN. 3 STRINGERS) pt. m 2 3 . X ST. EXIST. d f MAX. 16 6 GRAVEL UNDER 2 xl2 P.T. STAIR 5'TRI GERS ( 2'8'WXI'I"H AWN. 2'8"WXI'I"H AWN. — — — — — — — — — — BEAM POCKET (TYP) OIL TANK O � X Q N �9 N W X EXIST. SLAB — — — — EXIST. (2) 2"x8" _�_ — — _e — — ON GRADE ? U d) O PROVIDE R-50C d) O x � FIBF-ROLA55 BATT-\ ® INSULATION BTW. — W CAVITIES W � z z Q Lu p v EXIST. wl0 x BASEMENT Q iv O NEN I STORA E t-xt;T-(3) 2"xID"— -6-- — — —C�-- — — d Lc 1� Q _7 QI Q I11 z� u I Lu 00 Q4 N ® 4"x4" P.T. W/ A544 Q Z w SIMPSON P05T ANCHOR m= w WiQ N LI NEW UP i O Q U 3 W a 0 W �'(ER D,� xx wo FOUNDA71 ON PLAN A SCALE: 1/4" = 1'-0" 0P N V\N PROJECT: CANELLOS RENOVATION 100 WOODCLIFF DRIVE MATTITUCK, NY 11952 DRAWING TITLE: FOUNDATION PLAN PAGE: R& A 00 onm-4 DATE: 07/16/20 6 OF 10 (5E NF_ :%'.lAL < I EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR SM w/ BATTERY BACK-UP EXISTING TO REMAIN Q CARBON MONOXIDE NEW WOOD FRAME: (L.G. CO DETECTOR 5TL. WHEN APPLICABLE) NEW PARTIAL HEIGHT HARD WIRED SMOKE AND CARBON WOOD FRAME (L.G. 5TL. SM/GO MONOXIDE DETECTOR COMBO w/ BATTERY BACK-UP WHEN APPLICABLE:) NEW FOUNDATION WALL 50 G.F.M. EXHAUST FAN w/ DAMPER ® MIN. (2) 2"x4" STRUCTURAL 50 G.F.M. EXHAUST 1=L FAN 4 LIGHT GOMBP POST FOR 4 WALLS w/ DAMPER (MIN. (2) 2"x(o" STRUCTURAL POST FOR 6" WALLS), U.O.N. T'LOOR PLAN NOTES ODOOR NOTE: I. INSTALL NEW INTERIOR DOORS P14HEN GALLED OUT ON PLANS BY 'JELD-WEN' (CR EQUAL). 2.INSTALL NEW EXTERIOR DOORS .WHEN GALLED OUT ON PLANS BY 'THERMATRU' (OR EQUAL). W 3.DOOR TYPE TO SELECT 4.INSTALL AS PER MANU 51FEC.'s FRONT ENTRY DOOR EGRESS NOTE:_ U I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING W WHEN DOOR 15 OPEN q0° �-- 2.IF NOT, THEN REPLACE EXIST. DR. w/NEW 36"x80" = J DR. (32" CLEAR WIDTH) 3.PROVIDE (2) 2"x8" HDR.,U.O.N. 4.JACK AND KING STUDS AS PER PAGE A-200 OSTAIR $ RAILING NOTE: z ® 'n t_✓a 2 I. ALL NEW STAIRS SHALL HAVE MAX. -7-3/4" RI B MIN. 10 Tr - RISERS SHALL BE CLOSED 2. 36" HIGH GUARDRAIL B SPINDLE SPACING �, 2 7- NOT TO ALLOW PASSAGE OFA 4" (p SPHERE; cV 36" HIGH HANDRAIL $ SPINDLE SPACING NOT " TO ALLOW PASSAGE OF A 411 O SPHERE 61-0.1 3. GRIPPABLE RAIL AS PER CODE OSMOKE DETECTOR / CO DETECTOR NOTES: o a CENTER I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 4 5 Q T10 STEPS ON SMOKE / CARBON MONOXIDE COMBINATION DETECTORQ OQ DECK HARD WIRED TO EACH OTHER W BATTERY BACKUP. 4 5 C 4 5 _ 2.INSTALL ALL A5 PER MANU. 5PE O.'s B B �' w (4) O NEW DN NEW 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR FRAMEIN COMPLIANCE WITH LOCAL GORE U DECK RI ® t 7" T EXIST. ® � DW � I 5/4" DECKING O WINDOW NOTE: PROPOSED 300AL. STOOP 4 I. ALL NEW E DOORS SHALL BE PROPANE TANK 4 5 4 5 4 5 W W ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNG, LOCATION 3'-3" 3'-3" OR GLIDING (A5 NOTED); INSTALL A5 PER MANU. �'& ------ - 5PEC.'S. FOR SUBSTITUTIONS,SEE NOTE #q IN EXIST. HDR. TO REMAIN "GLASS WINDOWS AND DOORS" ON PAGE A-100 -R��T�'xI�T�� --VE;777- M 2.IF CASEMENT WINDOWS - ALL CE9MNT WNDWS I/SHALL HAVE STRAIGHT ARM HINGE WHENR q_g - - - - = 5-3r46, „ 2¢x6&3.IF DOUBLE HUNG - ALL DSL. HUNG WNDW5 TO BELu �IEXIST.TILT WASH z v LAXIIST. SKYLIGHT m - - - ION FLOOR 15 I s4.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. 6L. REPLACE 4 IJEXIST. RELOCATE SKYLIGHT I EGRESS NOTE: '� EXISTING PLUMBING L _ 3x6& SLDR 5x6SLDR 0IN COMPLIANCE WITH NEW YORK STATE BUILDING FIXTURES D W - -GODE, SECTION 8310.2.1;THEFOLLOWING MEANS OF - - - - - .- - _ NEWEGRESS SHALL BE FOLLOWED: REP NET CLEAR OPENING........... 5.-f S.F. MODIFIED WALL NET CLEAR HEIGHT............... 24" MINIMUM BEDROOM OPENING 4'-8" I NEW MASTERNET CLEAR WIDTH................. 20" MINIMUM (136 5F) IN-FILL - 5 I 24x6& BEDROOM OWE iV OO � - WINDOW /DooB FRAMING: EXIST. I MODIFIED dNEW MASSEE PAGE A-200 FOR FRAMING 3 BATHROOM 0DING ROOM -7 DIFIED y BATHROO KITCHEN O N O v ELEMENTS AROUND DOORS AND - dJ WINDOWS (TYP. FOR ALL) U.O.N. 7 ry ( I ry 5M/GO OA/C NOTE: _ z 3'-O" 2'-q" O 13'-oy2" I. EXIST. AIR HANDLER 6 DUCTWORK a ATR IN ATTIC TO BE RE-ROUTED 2.RE-ROUTE d EXTEND COOLANT EXIST. LINE AS REO'D FROM A/C GOND'. • q 5 I II-lOy2 (3)POST EXIST. DN GL. A/C CONDENSER: _ _ I " (q) "8 1. EXIST. A/C CONDENSER O �j 5M/CO 2'-O'_ 4'-O_'�I` e X J K -ATE15 (3) 2.OE GP LAM IS" LVL FLUSH MODIFIED w d (3) 2"xb" HEADERPROVIDE L _ - x 51MPSON t v Z NEW EXHAUST FAN SHALL BE INSTALLED WHERE BATHROOM < a POST (TYP) v O VENTILATION IS NOT MET BY MEANS OF NATURAL ® ALIGN NHANGERS ® w CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR NEW TUB 2Qx6& P.D. HALL (2) 2.0E GP G.T. (TYP.) r 4 5 2 5 I LAM 14" LVL 2 3 SPACES AS PER NY5 MECH. CODE SECTION 403.3.2.3; O INSTALL AS PER MANU. 5PE05 FLUSH HDR. I I U 3' 3' NEW GREAT w71 FIRE RATED DOOR: 4 5 Q 5 I 3 8' CEILING V �j ROOM x 2 N Fd~ z N �GATHEDRAL GEILING� N J�' I I I u N Q A REPLACE EXISTING N HT. IN HALL - 1 d d d N-w D O 3QX6 3/4 HR. SELF-CLOSING cr PLUMBING FIXTURES • 'n cr `9 m �w_lu Rr �W Q V MODIFIED STEEL D8. Ul SM/GO +� *1 ® «+ I 5 I ® w d _Q_ GARAGE NEW ATTIC ACCESS - PULL DOWN STy AIR: i z I _ O 1. MIN. 350 # CAPACITY 1 2.SIZE TO FIT MECH. EQUIP. THROUGH w zm N uxi 1 GAR w� OPENING (MIN. 22"x30") MODIFIED (7'x17') 5.1 HR FIRE RATED BEDROOM - J 4.DBL. FRAMING WHEN NEW OPENING (150 SF) 5 I 5. INSTALL AS PER MANU. SPEC.'S 6.CONSULT H.O. FOR PRECISE LOCATION NEW UP OF ACCESS2&xb& (4)tRi ED Ar ce M. A 5 I EXIST. EXIST. EXIST. NEWO EXIST. 2'0"WX3'q"H DH. 3'10"WX 1"H DH.2'O"WX3'q"H DH. EXI T. EXIST. a i 24x6& GL. m COVERED PAN L METER IV PORCH _Aia.,��J •� �' 0 706 (2)EXIST. (2)EXIST. OF N�� 2'4"WX3'q"H DH. 2'4"WX2'8"H DH. PROJECT: d CANELLOS RENOVATION 100 WOODCLIFF DRIVE MATTITUCK, NY 11952 FIRST FLOOR PLAN SCALE: 1/4" = I'-0" DRAWING TITLE: I,�f I� SQU>�RE ��T --- FIRST FLOOR PLAN PAGE: 500 DATE: 07/16/20 7 OF 10 5EGTION NOTES TYPICAL EXTERIOR WALL CONSTRUCTION (TYP): O • UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" CDX PLYWD. SHEATHING (BLOCKING ALL PLYWD SEAMS) • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE • MIN. R-21 CAVITY INSULATION • 5/8" GYPSUM BD. WALL FIN15H ONEW 51DINO NOTE (TYP): 2 I. INSTALL NEW 51DINO (TO SELECT) 2."TYVEK" HOUSE WRAP (OR EQUAL) 3.INSTALL ALL A5 PER MANU. 5PEC.'5 EXIST. RIDGE 4.PROVIDE ALL NECESSARY TRIM FOR W PROPER INSTALLATION EXIST. RIDGE HEIGHT ________________________ 5. SIDING SHALL EXTEND TO TOP OF NO ELEV. +17.5' P05T TO RIDGE ® FOUNDATION WALL f- 24" OG MIN. 4" BETWEEN EDOE5 OF W -I/2" SQUARE BALUSTER O NEW R-30 BATT. IN5UL. IN FLOOR SYSTEM (MIN. R-30 <� (STYLE TO SELECT) ~ j () AS PER TABLE 402.1.2) PST D �X�ST RR SIMPSON H2.5A RAFTER o iD U -J AS PER PLAN TIE (OR EQUAL) 5/4"xb" P.T. m�Q. Q G.J. A5 ER PLANS Q DECK BOARDS NOTE: ALL DECKING SHALL BE FASTENED w/ COATED DECKING SCREWS BY 5/4"x REQ'D NEW DECK Via; "DECK MATE" (OR EQUAL) HEIGHT P.T. RI5ER BOARDS AS NOTED ON P.T. DECK JOISTS AS 5/4"xb" P.T. PLANS NOTED ON PLANS (2) 1/2"(P HOT DIPPED GALV. BOLTS ® DECK BOARDS / / \ 2 - _ EA. POST w/ OVERSIZED WASHER5 8 4 THK, x 8 WIDE x A}y PER PLAN n? END NUT PREBORED INTO BEAM, POST, WIDTH OF STAIR P. " o " DECK TIE 6 RIM BOARD A55EMBELY GONG. PAD r NOSING(TYPJ " o " - — —— — — — — — —— LIVING ROOM HALLWAY \ KITCHEN LAUNDRY pp, �F, "`"""— ..." ivZ = P.T. BEAM AS NOTED 2"xb" P.T. BLOCK IN BETWEEN EA. EXISTING BEYOND BEYOND SOLID BLOCK ® 12" O.G. STRINGER. FASTENED TO P. GONG. !IO"IIMIN 2"x BLOCKING A �C TRINGER TO MATCH 51ZE COVERED \ / (2) SIMPSON DJT14Z PAD w/ Iq/64" x 3-1/2" CONCRETE I OF P.T. DECK J015TS PORCH / / \ I DECK JOIST TIE 0 EA. (I) I/2"� H.D. GALV. THRU BOLT w/ 50REWS BY "CALIBURN" (OR EQUAL) \ / — POST OVERSIZED WASHER 8 END NUT - MIN. (3) SCREWS PER BLOCK �, \ \ / PREBORED INTO P05T 8 DECK ry FASTEN STRINGER "SIMPSON" ABA44 J0157 TIE 4 TO BLOCKING (MIN. 6 EXIST. FIRST FLOOR -_-_-_-_- -- -- ® COLUMN BASE GRADE FASTENERS) ELEV. +2.6' EXIST. 2'x10" F.J. 4"x4" P.T. POST GRADE (y GRADE I 2"x12" P.T. 5TRINOER5 EXIST. SLAB ON IIe"—'I ® I6" O.G. (MIN. 3 8 SONOTUBE FILLED STAIRWAY) AVG. GRADEGRACE 11 STRINOER5 ® EA. EXIST. (3) GIRDER EXIST. (2) GIRDER SOLID w/ P. GONG. ELEV. +O.O' ou 11 EX15TINO in II z UNFINISHED r ' y A-6 0 EX7ER I Off' V4001:;) STAIR DETAIL BASEMENT O 50ALE: 3/4" = V-O" EXIST. GONG. m 1 (1) #5 BENT 2"xl2"x8" FTG. II SLAB �L R o I6" O.C.C a // I DEC,< SUFFORT DETA I L SECTION ,�""AA t/A-600 A-600 5GALE: 3/4" = I'-O" 5GALE: z w EXTERIOR SHEATHING AS PER SECTION NOTES p U SIDING MATERIAL AS PER SECTION NOTES SECURE HANDRAIL TO WALL ON AT BUILDING PAPER d HOUSE WRAP LEAST ONE 51DE OF STAIR IN w j TO FULLY OVERLAP FLASHING HEADER AS ACCORDANCE w/MANU. SPEG.'s; 0 SPECIFIED ON 5 AND NOT PROJECTING MORE OAP FOR THAN 42" INTO STAIRWAY; H11 DRAINAGE 5/4" DECKING PITCHED METAL J HANGER SEE HANDRAIL GRIP SIZES ADJACENT xb" P.T. N.O.N. ON PLAN/ BY 'SIMPSON OR EQ w SECOND LEVEL � "Z" FLASHING SEGTION/DETAILS) 2" MIN. SPACE BETWEEN \ ED ff 11 AR FLASHING WALL AND HANDRAIL M �"- P C'S'j DRIP EDGE P,T. DECK J015T s/a" PINE RISE N COUNTER AS PER PLAN g/a" PINE TREAD STAINDARDS FOR GRIPPABLE HAND RAIL r JOISTS AS PER PLAN FASTENED wt, ::FLA5HIN6 /(2) SCALE: NT5 5/8" 0 x 5" LONG HEAVY DUTY GAL. LAO BOLTS ® 16" O.G. INTO MUD SILL d Ip 6x _ GROSS SECTION �k METAL OALV. JOIST HANGER Q Q CLEARANCE RIM BD.;WHEN 49 FOUND. WALL FASTEN MIN. r - CIRCULAR NON-CIRCULAR RAIL BY 'SIMPSON' (OR EQUAL) ® 4 N1 (2) 5/8 � x 5 LONG APPROVED � MASONRY ANCHORS ® Ib O.G. EA. JOIST I" ROUNDED NO51 Lu "Z" FLASHING \ w/Ya" RADIUS �: �I40 �� (NOT INCLUDED IN " lYa _2 PERI- ?Ya° , F N FOUNDATION WALL TREAD DIMENSION) O MIN. METER MAX. LEDOER OONNEOTION DETAIL \� _ 0W % % % PROJECT: (3) 2 xl2 P.T. STRINGERS ® m N 5GALE: I" = I'-O" 15 FACING STORAOE/NO—ABITADSPACE A-600 m CANELLOS RENOVATION \ TREATED 2"xl2" SIL L\ 100 WOODCLIFF DRIVE FOR CONTACT w/GONG. (IF APPLICABLE) MATTITUCKf NY 11952 \ FIRST LEVEL - DRAWING TITLE: SECTIONS I N7ER 10R HOOD STAIR DF_TA I L A-600 SCALE: I/2" = I'-O" PAGE: 'A' a 6 0 0 DATE: 07/16/20 8 OF 10 --,41 M I _ _.� PAINT EXIST. BRICK - NEW GONG. LAP -.. (WHITE) _____ i _ _ _�..-•--•- -----.............__—� SIDING (GRAY) -- —� - " ,.--I - - . _ - ' ' - ;; ,,.• ; , is •.. .. r.. .. .. .; .,..r _ t r . t it } f` uj 2 r J :Fa U J Q NEST ELEVATION (FRONT) SCALE: 1/4" = 1'-O ., _ k 12 i. , _.._....._.__ � -_ --. _I T _ I ,_,.-,-._-_- ._.-_._--. _.._ __-_._. -�-= - - _,--�'- _____ ❑❑❑❑❑❑ _ Tom._..��m.�.r��.. -� � --- , i, t t• •:f t Z 777 ., .,. t,. a:. ... ; . ,. ... .., .. .., ... ..•' •.7.. ,,. . . .. ., ,........ i' W >t NEW FRAME DECK 0 NEW FRAME DECK: U ui D NORTH ELEVATION (LEFT SIDE) SOUTH ELEVATION (RIC SIT SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" � D ASE M• PL I- Q -t 12 PROJECT: - _ CANELLOS RENOVATION H 100 WOODCLIFF DRIVE D D D a — T — — - NEW GONG. LAP - �-- -- -� -- - - � � -- PAINT EXIST. BRICK MATTITUCK, NY 11952 SIDING (GRAY) Y' _ B OG OG B A ! _ _ (WHITE) - � JilJ ?_ �E _ DRAWING TITLE:" c___,_ _ —� _ -- ELEVATIONS _ -- Y:+ .r }• n ,a tr. PAGE: EAST ELEVATIONREAR ( ) 'Am -700 SCALE: 1/4" = I'-O" DATE: 07/16/20 9 OF 10 tl y. 4" FRESH AIR VENT o I L THROUGH ROOF 00 V d Q i W i I 1 U w MODIFIED FULL BATH MODIFIED KITCHEN PROVIDE "ABESCO FF200 FR = J 2" EXPANDING FOAM" (OR FOUAL) AT ALL PENETRATIONS IN FIRE MODIFIED FULL BATH MODIFIED KITCHEN U J _ - RATED WALL5 AND NOTE: a F .2111 2„i 2”i FLOORS/CEILINGS. PRODUCT 00 CONFORMS TO ASTM E 814, IL SHALL COALL NFORM TOINO y L 12" 1 1 5" I A5TM E 84, AND UL 14'19 I I p� ~ 1 1I ~ I I I I I LOCAL PLUMBING CODE G � i 14 i 1� � � I�� 1 NOTE: Ki � K i Iv i lv x 2 ALL PLUMBING WORK 1 SHALL CONFORM TO _ ' 1v 1= _ 1= _ 1= iSHOWER 2 LOCAL PLUMBING CODE Ni in SHOWER NI Iry I Iry m �I Iry DW ECEND HOT WATER G.O. 2 3 —.._.._.._.. G.O. --------- ------------ SUPPLY --- + - - -� --------- ---- --------�- G.O. CONNECT TO ! I _ _ GOLD WATER 4" EXIST. WATER i 1 ~ SUPPLY z \EX15T. F.A.I. TO z SUPPLY SYSTEM I I O v GLEAN OUT O I MAIN PROVIDE "ABE5C0 FP200 FR N O CL AN OU N O F i I EXPANDING FOAM" (OR EQUAL) lu Q z N N 4 N X z AT ALL I RATED WALLST AND NS IN FIRE O a to O w EXIST. I FLOORS/CEILINGS. PRODUCT V O Q 4" HOUSE v 0 W U1 ATER _� CONFORMS TO ASTM E 814, w MAIN DRAIN w m HEATER ! ASTM E 84, AND UL 14779 N V G.O. lu 11� L L EXIST. - ----- BOILER —I 411 I TO STREET TO SEPTIC I rWATER MAIN SYSTEM I ' f \ TO SEWER / SYSTEM FLUME31NO RISER - DRAIN / !TASTE / VENT -FLUMBINO RISER - SUFFL)" 50ALE: N75 SCALE: NTS z w O V Q a 0 w ED AF'C OTE: M. p ALL PLUMBING 4 FUEL GAS WORK SHALL CONFORM Z r TO LOCAL Q `' R� PLUMBING CODE 6 MODIFIED KITCHEN FUEL GAS 0 LL l•i]l F PIPING PENETRATIONS: 1. PROVIDE "ABESGO FF200 FR 0� EXPANDING FOAM" (OR EQUAL) RANGE AT ALL PENETRATIONS AT WALLS AND FLOORS/CEILINGS. 2.PRODUCT CONFORMS TO ASTM E m 514, ASTM E 84, AND UL 14'79 - PROJECT: OAS SUiPPLY z CAN ELL0S 0 RENOVATION � _ lu O� Utu u- Q t 100 WOODCLIFF DRIVE MATTITUCK, NY 11952 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM CACJ' RISER - SUFFLY PAGE: SCALE: NTS P17800 DATE: 07/16/20 10 OF 10 APPROVED AS NOTED DATE: 1.2 5 B.P.# 3 FEE: �qcP BY: NOTIFY BUILDING CEPARTMENT AT 765-1802 8 AM TO 4 P"/' FOR THE FOLLOWING INSPECTIONS: r: 1. FOUNDATION - TVVC REQUIRED FOR POURED CO``<CRETE 2. ROUGH - FRA.M;,NG & PLUMB NG 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE € REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. I; t W ' COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF LU V U LDeni rcani n Tn�:!�7 p 2 J l U J no � "'iliGs ARD � ,,TUTEESIo Q OCCUPANCY OR � USE IS UNLAWFUL s . v pUT CERTIFICAT► �NITH OF QCCUPANCY $lower door and ductwork } stir required. testing RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. �z TRu,-v., ...,...-uri ravta 13EQUIRED 9 ELECTRICAL INSPECTION REQUIRED PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. W 0 U PU 5-FLU":�6iPlia�,�l,',~TE a & NATER LINES NEE D 0 "C.1HSBEc0RP COVERING � c't A, < Q 1 - Paul y "F,s Ilk ,�I� new� . ARCHITECTURE ANTHONY PORTILLO, R .A, , PLEED AP '(lc�ot� PROJECT. .. .-. . - . ..,�...,..:......,.,...,_ w _.,,,,...ter,a.....:"s.....,. .,.....,._...,,,,...._..,..<..W...,....,.m..._ _.,... . ._.,.., ..r,... w . ._:, ..s_ - ,.,m.._,�a.•>...,..�,.._.�..., ...--. 1 ,. ..� � , ,.. .,.w, ,.fi. •.. .. e...as.,;......,��,.as, a.�.,.,�,:,.�.:s.:...:m,:.sa:..;.�.s � +.�i.: .w: .aww" ��«F„ r=„v-^,.sr m:w�•;,,. : ..„ ...,•:«�.«a.,+., . . mt�ro^�+ff*r,� x^.^aa�?eua�a� .. �- 1•"_ CANELLOS w »_ FRAIIINIKLINVILLERENOVATION 1075 ROAD 204 25TH 203 5 s; r LAUREL N .Y. 11948 BROOKLYN N .Y. 11232 100 WOODCLIFF DRIVE �t LLC 0.516-214-0160 0:51.6-21.4-0160 MATTITUCK, NY 11952 DRAWING TITLE: TITLE PAGE PAGE: T-100 DATE: 11/18/19 1 OF 10 NOTES 4 SFE G I F I G A T I O NS CARPENTRY FOUNDATION, CONCRETE, AND MASONRY F A D E <E)"o : I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 8'15) UNLESS I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED OTHERWISE NOTED. APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE T06ETHER AT ALL TIME5. IT 15 AL50 THE CONTRACTOR'S RESPON51BILITY TO READ ALL NOTE5, SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF 5PECIFICATION5,AND BE FAMILIARIZED WITH THE PL_AN5 PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. INSULATION FENESTRATION REOU I REMENTS TITLE PAGE 95" MIN. FOUNDATION EXPOSURE. 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL GENERAL 3. SILLS TO BE P.T. AND SECURELY FLA5HED WITH A TERMITE SHIELD, ALSO NYSEGG 2015 TABLE I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EALANSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" 3. 501L TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT., U.O.N. COMPONENT PROPERTIES 8402.1.2 COMPLIES APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS MIN. R-20 AS PER 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED EXTERIOR WOOD FRAME WALL R-VALUE R-21 CAVITY INSULATION TABLE 402.1.2 OF NYS YES I ®® GENERAL NOTES ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. ENERGY GORE - ZONE 4 STRUCTURAL DESIGN CHARTS STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN NYSEGG 402.1.3 AND TABLES 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM AND AUTHORITIES HAVING JURISDICTION. UNTIL 151 TIER OF FRAMING 15 IN PLACE. WINDOW U-FACTOR LEAKAGE 0.30 CFM/5F U-FACTOR=0.35 MAXIMUM YES 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, AIR LEAKAGE=0.30 CFM/5F 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. A-200 HOEDOWN, ANCHOR BOLT, OF THE OWNER/BUILDER MIN. R-49 AS PER TABLE 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED CEILING R-VALUE R-49 INSULATION 402.1.2 OF NY5 ENERGY YES STRAPPING & NAILING DETAILS 5. ANY OM155IONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SOLID WITH CONCRETE. CODE - CLIMATE ZONE 4 SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROCEEDING 5. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. STRUCTURAL DESIGN LOADS WITH THE WORK. 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2. 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 FLOOR R-VALUE R-30 INSULATION 402.23OF NY5 ENERGY 0 AS PER E YES 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. DAYS OF 4,000 U.O.N. A-500 SITE PLAN P.5.1., UNLE55 APPROVED BY THE ARCHITEOT/ENGINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED A5 PER FASTENING SCHEDULE CODE - CLIMATE ZONE 4 PROJECT/ZONING DATA 1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE A-1. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWI5E NOTED. SEE FLOOR PLANS 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 12. COPPER FLASH ALL JOIN75 WHERE SLAB ABUTS FRAMING. TALE RSO I .7 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THIGKNE55 AND OF GDX GRADE. 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES - DEMOLITION PLAN NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. (1) WALL TIE PER (3) 50. FT. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 10. OWNER./BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, APPROVED EQUAL. MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. STRUCTURAL MEMBER ALLOWABLE DEFLECTION 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA A-400 �� AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHTS AND AT 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. RAFTERS HAVING 5LOPE5 GREATER THEN 3/12 L/180 l"t-400 FOUNDATION PLAN LJJ PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE 5EAM5 OF EXTERIOR SHEATHING. FROM FOOTING TO 2 ABOVE FINISH GRADE. W/ NO FINISHED CEILING ATTACHED TO RAFTERS � 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 95'-O" AND AT EVERY 95'-O". OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENGINEER. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. INTERIOR WALLS 4 PARTITIONS H/1950 W 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE A,-2 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY FLOORS 4 PLASTERED CEILINGS L/360 � ®® FIRST FLOOR PLAN H U 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL ARCHITECT/ ENGINEER. U J TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING 50HEDULE AS ALL OTHER STRUCTURAL MEMBERS L/240 RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK NECESSARY. 195. PROVIDE BITUMINOUS JOINTS BETWEEN 5LAB5 AND FOUNDATION WALLS AND BROOM GLEAN. WHERE EVER APPLICABLE. Q 1'1. PROVIDE ALL NAILING AND STRAPPING ADDRE55ED ON PAGES A-1 EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL THROUGH A-3 11. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A w LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 A�L�J00 SECTIONS AND ORDINANCES. 195. AT WET WALL' PARALLEL TO JOISTS FRAME DOUBLE JOIST A5 PER CODE. PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4' THICK GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF HALL ABOVE. SUB CONCRETE 5LA55 TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 ROOF FRAMING PLAN THE 51)5-0ONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED COMPLETION OF PROJECT. 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING AS IN 50LID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x A5 PER PAGE A-1 THROUGH A-3. DEEP 4 3'-0" BELOW GRADE. 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM ANDSTRU 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN INSULATION CTURAL DES I O N LOADS A-700 ELEVATIONS AGAINST ALL CLAIMS, DAMAGES, 1_055E5 AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER H/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL.METAL THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD FOIL TO BE PLACED TOWARD WARM SIDE. USE LIVE LOAD DEAD LOAD 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO AB50RBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT IS 5PEGIFIED BY P.T. LUMBER ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH A5: HANGERS, NAILS, 50REW5, FLASHING, ANCHOR BOLTS, 2. PROVIDE 2' " RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION EXTERIOR BALCONIES 60 psf 15 psf BE WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, WALLS FROM 6 BELOW GRADE TO 24' BELOW GRADE IF DESIRED BY -800 PLUMBING RISER DIAGRAMS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE CONTRACTOR, ANY 5U50ONTRACTOR, .ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO R.EPLAG`'.^ WITH P.T. FOUNDATION WATERPROOFING. DESKS 40 psf 15 psf EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY GAS RISER DIAGRAM BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOW5: PARTY INDEMNIFIED HEREUNDER. A. TRU55 JOIST MGMILLIAN 1.9E MICROLAM PA55ANGER VEHICLE GARAGES 50 psf AS PER PLAN - 9" R-30 FOR FLAT CEILINGS B. GEORGIA PACIFIC 2.OE G-P LAM - 8.25" R-50C FOR VAULTED AND CATHEDRAL CEILINGS 195. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING P5L (PARALLEL STRAND LUMBER) DENOTES - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf BUT NOT LIMITED TO FORM-WORK, BLC)GK-WORK, FRAMING-, NAILING, PLACING A. TRUSS JOIST Me-MILLIAN 2.OE PARALLAM - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION OF CONCRETE, ETC. ARE TO BE CAREFULLY 5UI-ERV15ED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEC.'s - 5.25" R-21 FOR FLOORS ATTIC5 WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. FOR NEW WALLS, A PERFORATED 5HEARWALL 5Y57EM 15 USED. THE GLA55 WINDOWS AND DOORS ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, I. ALL 6LA55 TO BE INSULATED LOW-E, UNLE55 OTHERWI5E SPECIFIED. p p AUTHORIZATION OF THE ARCHITEGT/ENGINEER. NOTES, AND TABLES ON PAGES A-1, A-2, 4 A-3. THE FASTENING SCHEDULE 5PECIFIE5 THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER SLEEPING ROOMS 30 psf 15 psf 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SPECIFIOATION5 ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING CLEARANCES ARE PROVIDED. NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED PERTAINING ARE TO BE FIELD VERIFIED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEG.'s). 3. ALL SLIDING GLA55 DOORS, SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED STAIRS 40 psf 15 psf 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED' ALL EXISTING WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FrUNDJFLOOR PLANS. WITHIN 195" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, UNLE55 OTHERWISE NOTED. GUARDRAILS AND HANDRAILS 200 psf 15 psf WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 23. COLUMN BEARING AS FOLLOWS: 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SPECIFICATIONS, UNLE55 NOTED INSTAOTHERLLED TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. MANUFACTURER'S SPECIFICATIONS. ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf 12 psf FOR ATTIC WALL w/ STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT p 15 psf FOR OATH. 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY SECURE H/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® 5. ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW YORK STATE UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY ENERGY CONSERVATION CODE. COPYRIGHT PROTECTION ACT OF 19x0 (AWCPA), WHICH HAS SEVERE PENALTIES. POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" *ALL STRUCTURAL DESIGN CON5IDERATION5 ARE IN CONFORMANCE WITH WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLA55 DOORS, WINDOWS, OR A50E 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE H/ 'i. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL STANDARD 5HEARWALL HARDWARE (H/ NOTED VALUES) 4 ANCHOR BOLTS, SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. CLIMATIC AND OEOORAPHIC DESIGN CRITERIA U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 95" LONG H/ 6" RISE 4 H/(2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 8. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS CODES AND REFERENCE STANDARD: SET 6 DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-1 THROUGH A-3. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. GROUND SNOW LOAD 20 LBS I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 20115 INTERNATIONAL BUILDING CODE, 2015 INTERNATIONAL RE51DENTIAL CODE, AND 2015 PROPERTY 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH MAINTENANCE CODE, ASPHALT ROOFING SHINGLES ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE BASIC WIND SPEED 130 MPH 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH to SHINGLES OR APPROVED EQUAL. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE EXPOSURE CATEGORY B WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME Z CONSTRUCTION MANUAL BY AF 4 PA. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, w 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EORE55 NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE REQUIREMENTS. SEISMIC DESIGN CATEGORY B 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL 0 GORE. LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN 5TAIRWAY5 SHALL BE WEATHERING SEVERE 4. ALL MECHANICAL WORK SHALL CONF=ORM TO THE 2015 INTERNATIONAL TEMPERED GLASS. r;ECHANICAL CODE AND 2015 INTERNATIONAL FUEL GA5 CODE. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF FROST LINE DEPTH 3'-O" fW CONSTRUCTION. ELECTRICAL: 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC, CODE, 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM Q 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S TO 2011 NATIONAL ELECTRIC CODE, NFPA '70 AND 2015 INTERNATIONAL ENERGY TERMITE MODERATE TO HEAVY NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION GORE. SPECIFICATIONS. CONSERVATION CODE. 5. NAILING OF ROOFING SHALL BE TO GORE. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON ICE BARRIER REQUIRED YES w COMPLETION OF WORK. GENERAL WIND PROTECTION CONNECTION NOTES: 6. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE ADAPTED FROM STANDARD FOR HURRICANE RF-515TANT RESIDENTIAL PERMITTED 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA '72: CONSTRUCTION;55TD 10-99 AND 2015 SBC, HIGH WIND EDITION WOOD FRAME - GENERALLY,VERIFY OR PROVIDE HARD WIRED CONSTRUCTION 1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR SMOKE DETECTORS W BATTERY BACK-UP IN: I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, 2:12 PITCHES TO 4:12 PITCHES FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. A. EACH SLEEPING ROOM %` J`{ dry• A�- � ` 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RE515TANCE OF INCLUDED IN THE STANDARD BUILDING CODE, SECTION .2306 OF IBC, SHALL THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. B. OUTSIDE OF EACH SEPARATE SLEEPING Q' a .•!I BE USED IN ACCORDANCE WITH MA,NUFAG7URER'S RECOMMENDATIONS. AREA IN THE IMMEDIATE VICINITY OF 0 3. METAL PLATES, CONNECTORS, 5GREW5, BOLTS AND NAIL5 EXPOSED THE BEDROOMS (GENERALLY THE HALLWAY) ,u DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL AREAS SHALL BE 5TAINLE55 5TEE�_ OR HOT DIPPED GALVANIZED. PLUMBING G. EVERY LEVEL OF DWELLING (P� 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL I. CONTRACTOR SHALL INSTALL WATER SUPPLY,DRAIN, WASTE, AND VENT (DW) (BA5MENT, FIRST FLOOR, 4 SECOND FLOOR, ETC.) A SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE SYSTEMS TO NYC, PLUMBING CODE AND NYC DEP REGULATIONS AND NYC �� I0 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. BUILDINGS BULLETIN 2008-005. MECHANICAL CONNECTIONS: 'ice 5. RIDGE 5TRAP5 SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 2, PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. I. ALL MECHANICAL CONNECTIONS SPECIFIED A5 "SIMPSON" MAY BE SUBSTITUTED RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 OR 2X-' LUMBER 15 LOCATED WITH AN APPROVED EQUAL PRODUCT. IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND AT BASE OF VERTICAL WASTE PIPES. "SIMPSON" MANUFACTURER. PROJECT: 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45 AND EVERY 3. ALL LOADING CAPAGITIE5 SHALL MATCH EXACTLY OR EXCEED VALUES 16" WITHIN 4' OF EXTERIOR CORNERS. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 115" PER INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED FOOT. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING CAN ELLOS TO THE FOUNDATION WITH ANC ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" OF J" AND 3"X3"X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 5. GENERAL TRAP AND WASTE 51ZF-5 A5 FOLLOWS, UNLESS OTHERWISE NOTED: 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED RENOVATION PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR - D15H WASHER.........................................2" 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN GONGRETE/MA50NRY - KITCHEN SINK........................................2" MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED W17HIN 12" OR CORNERS - LAVATORY...............................................2" 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER AND AT SPACING NOT EXCEEDING 4' 0N CENTER. - 5HOWER/TUB..........................................2" SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - TOILET........................................................3" "1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ARCHITECT LAUNDRY .................................................2" 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM HANGER - FLOOR DRAIN..........................................3" SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER 100 WOODCLIFF DRIVE ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" MATTITUCK, NY 11952 GYPSUM WALL BOARD THROUGH ROOF. I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT MECHANICAL, FUEL GAS: COMPOUND METHOD. 7. PROVIDE FROST-PROOF HOSE 5I55 WITH EA51LY ACCESSIBLE DRAIN 4 DRAIN COCK5 AS REOV. H05E 5I55 SHALL BE PROVIDED WITH BACKFLOW 1. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY H/ THE DRAWING TITLE: 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALL5 AND CEILING, UNLE55 PROTECTION. NY5 MECHANICAL CODE AND FUEL 0A5 CODE GENERAL NOTES OTHERWISE NOTED. WATER RE515TANT (W.R.) AT BATHROOMS AND WHERE DEEMED APPLICABLE. 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUB5 ARE TO BE PROVIDED PROJECT/ZONING WITH BACK FLOW PROTECTION. / ONING DATA 3. 5/95", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 9. THE WATER SUPPLY AND SANITARY 5Y5TEM SHALL COMPLY WITH LOCAL IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING HEALTH DEPARTMENT STANDARDS AND REGULATIONS. r EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR CONCRETE PANELS OF 5/95 THICKNE55 MINIMUM. - TO CONGEALMENT OF PLUMBING. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGE5 SHALL BE PAGE: 'TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED NOR ANY POTENTIAL DAMAGE THEREOF. 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND A-100 ALL OPENINGS. 6. FASTEN GYPSUM BOARD AS PER FA5TENIN5 SCHEDULE ON PAGE A-1. DATE: 11/18/19 2 OF 10 G I G FASTENING SCHEDULE A GO I STRI�GT I O I� DETAILS I$ W I f `�� LOAD FATH AI`IGHOR BOLT SFEG I F I GAT O S NOTE: TH15 50HEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS �II (SEE PAGE A-2 FOR 5TRAPPING AND NAILING REG2UIREMENT5, G O I`�I V E G T I O I�t DETAILS AND ROUGH OPENING FRAMING REG2U I REMENT5) ALL NAILING 15 A GENERAL 5PEGIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE NOT TO 5GALE SPECIFICATION (WFCM TABLES 3.2A 4 3.25, P. 112) CORNER b"-12" FOR ALL STRUGTURE5: FASTENER 5PEG. FASTENER CONDITION 5 „ „ DESCRIPTION ANCHOR BOLTS ® 33ci o.G. AND QUANTITY SPAG I NG • ROOF CEILING FRAMING N - NOTES: RAFTER TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER RAFTER WOOD JO I S WOOD JO I I. MIN. 'T" EMBEDMENT INTO CONCRETE W 3" SQUARE WASHERS AND END NUT SETUP; CEILING JOIST TO TOP PLATE (TOE-NAIL) REQUE5T SK IF NEEDED PER JO15T 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. it FILL BLOCKING JOIST HANGER END TOP TWO COURSES SOLID GEILIN6 J015T TO PARALLEL RAFTER (FACE-NAIL) REQUEST 5K IF NEEDED EACH LAP ' CONDITION 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) 9-I6d COMMON EACH LAP GIRDER/HEADE " OR REPLACED BY HOLD DOWNS FOR SHEARWALLS COLLAR TIE TO RAFTER (FACE-NAIL) REQUEST SK IF NEEDED PER TIE WOOD GIRDER WOOD JOIST PLAN DIAGRAM OF ZONES 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 8 12" FROM ENDS AND CORNERS (TWO ® CORNERS) BLOCKING TO RAFTER (TOE-NAIL) 2-95d COMMON EACH END (SEE DIAGRAM TO LEFT) 4. COORDINATE w/ HOLDOWN LOCATIONS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END JOIST FR,4MING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYF I GAJ NA I L. I NO/5TRAFF I NC REOU REMENT5 FOR WALL FRAMING U P L I F T/ SHEAR, $ LATERAL W IND RESISTANCE TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT W TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE TYPICAL NAILING/STRAPPING REQUIREMENTS FOR ; UPLIFT, SHEAR, 4 LATERAL WIND RE515TANGE STUD To STUD (PAGE-NAIL) 2-Ibd COMMON 24" O.C. W HEADER TO HEADER (FACE-NAIL) Ibd COMMON I6" O.G. ALONG EDGES U WALL STUD WALL STUD CONNECTION DI D2 TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON 4 PER STUD U I, J BE<I BOTTOM PLATBOTTOM PLAT BATHTUB SUB FLOOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, ENDJ015T, or BLOCKING (FACE-NAIL) 2-Ibd COMMON 12 PER FOOT Q DOUBLE _JOIST DOUBLE JOIST -- "- AT 57UD TO FLOOR ASSEMBLY TO SILL FLOOR FRAMING • PLATE(5) GONNEG71ON: FOR STRAP - 5 8 d COMMON NAILS ® EA. JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JOIST '°� • '� j END OF STRAP (WRAP STRAP UNDER SILL PL) `rR. BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END FOR EA. PLATE TO STUD ABOVE $ OR BELOW - • d COMMON NAILS BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END DOUBLE JOIST FOR NON-BEARING WALLS 3-I6d COMMON EACH BLOCK DOUBLE JOIST FOR UNDER A B T T B a ALTERNATE CONFIGURATION - ABOVE STUD TO TOP PLIATE (TOE NAIL) e a FLOOR CONNECTION w/ # LPT4 SIMPSON (OR EQUAL) ® PLATFORM TO SILL PLATES LEDGER STRIP TO BEAM (PAGE-NAIL) 3-16d COMMON EACH JOIST STANDARD/ALTERNATE JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST KING STUDS BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER --7 - OT RAFTER CRIPPLE STUD ROOF SHEATHING N LINO/.-JTRAFF I NO @ W NDOW/DOOR HEADER 5TRU07URAL PANELS: (5EE AL50 GRAPHIC, ad COMMON 6" EDGE 12' FIELD HEADER INTERIOR ZONE TH15 SECTION) / TOP PLATE PERIMETER ZONE ad COMMON 6" EDGE / 12" FIELD (4 O.G. ® GABLE NOTATION: _ K H JACK STUDS A- NUMBER OF ad NAILS ® EA. END OF 5TRAPPIN5 (3.7, P. 15'7-2001) CEILING SHEATHING B- NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (3.235, P. 113 -2001) WALL STUD G- NUMBER OF FULL HEIGHT KING STUDS 0 EA. SIDE OF HEADER (3.236,P. 193 - ALTERNATE;5.23D, PG. 194 -2001) GYPSUM WALLBOARD 5d COOLERS i" EDGE / 10" FIELD D- NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER a EA. SIDE (3.7,P. 151 6 WORKSHEET-2001) E- NUMBER OF JACK STUDS ® EA. END OF HEADER (3.22F, P19I-2001) WALL SHEATHING F- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TYPICAL HEADER CONNEOTION ALTERNATIVE RAFTER TO WALL STUD 00NNECTION A TO END OF 51LL(5) ® EA. SIDE (DOES NOT APPLY TO DOORS) G (3.a,P. 157 4 WORKSHEET -2001) STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD B GYPSUM WALLBOARD 5d COOLERS '1" EDGE / Io" FIELD WIND RES I STANT CONSTRUCT I ON GONNEGROUGH OPENING F TOR� FASTENING 5GHEDULE B RAMING REQUIREMENTS FOR WINDOW/DOOR OPENIN05 CONNECTION LOCATION: PART NUMBER: NOTES: F (IN ACCORDANCE WITH WOOD FRAME FLOOR SHEATHING (SUBFLOOR) CONSTRUCTION MANUAL 2001 EDITIONI RIDGE-TO-RAFTERS 6520 ® 21" APPLY TO EACH PAIR OF RAFTERS A NOTATION STRUCTURAL PANELS: RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER A B G D E F G I" or LE55 ad COMMON b" EDGE / 12" FIELD z ROUGH GREATER THAN I' IOd COMMON 6 EDGE / b FIELD Z OPNG � RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER 2'-0" 2 I I 1 I I 0 0 U PLATE-TO-WALL STUD 0 4'-0" 4 I 2 2 2 2520 @ 18' APPLY TO EACH WALL STUD w 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or G520 @ 56 APPLY TO EACH WALL STUD REQUIRES SILL PLATE R 2"x6" (MIN.) b'-o" 1 3 3 3 3 0 REQUIRES (3) 2"x12" HDR (MIN.) HAER-TO-JACK STUD 0520 © 12" APPLY TO EACH JACK STUD 8'-0" 7 2 3 4 4 4 ED CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END IST. FLOOR-UNDEIR-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE k' ® (USE WITH 5" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED 51MP50N METAL GONNEGTOR5 FOR PROPER WIND RE515TANT GONSTRUCTION. � � G NC O T® I Lt` T -.�, FOLLOW MANUFAGTURE'5 REGOMENDED INSTALLATION I N5TRUGTI ONS TO AGH I EVE MAXIMUM UPLIFT LOAD GAPAG I TY. G _ NI" TOP PLATE -740 EN6 H TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS FOR GONTI NUOU`j BUILT-UF O I RDER�J, THREE OR MORS SUi�PORTs WALL OTHER CASES B�C ONE STORY SLAB o GRADE PROSECT: GONNEGTION PATTERN SCHEDULE BUILDING MINIMUM SPLICE" BUILDING MINIMUM 5PLIGE"',` BETWEEN I/6 DIMENSION (FT) LENGTH (FT) DIMENSION (FT.) LENGTH (FT.) CAN ELLOS 3 I/4 OF A CONNECTION DESCRIPTION PATTERN ASSEMBLY REQUIREMENTS: WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER MAX.32" SIDE BY SIDE ARE CONTINUOUS OVER THREE OR MORE 12'-0" 2'-O"/2'-6" 12'-O" 3'-O" RENOVATION A (2)ROWS 10�A NAILS• 12' O.G. P 5UPPORT5, JOINTS ARE TO BE LOCATED BETWEEN ONE B (3)Rows Io��NAILS� 12°O.C. SIXTH AND ONE QUARTER THE SPAN LENGTH FROM AN 16'-O" 3'-O"/3'-9" I6'-O" 4'-O" P INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, (2)ROWS I/:" m BOLTS a 12"O.G.STA56ERED; NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE 20'-0" 4'-0"/5'-0" 2O'-O" V-011G DBL.a ENDS TWO-PIECE BUILT UP GIRDER P MAX.32" TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. O WOODCLIFF DRIVE D [(:2:)ROWS Ir" m BOLTS a 16"O.G. NAILING: 24'-0" 4'-0"/5'-0" 24'-0" b'-o" MATTITUCK, NY 11952 E (2)ROW5 V.-" 0 BOLTS• 24"O.G. TWO-PIEGE GIRDERS ARE TO BE NAILED FROM ONE SIDE 2b'-0" BETWEEN 116 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, F (2)ROWS 3-3/5"TRU55LOOK 5CRE10,15• 12"O.G. S 1/4 OF A OTHERS 5TAGGERED WITH A DISTANCE OF Ib INCHES 11 11 11 H SCREWED 014(1)SIDE OF MEMBER 32'-0" 6'-o -6" 32'-0" 8'-0" DRAWING TITLE: • BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE 6 �(2)ROWS 5-3/b"TRUSSLOGK SCREWS• Ib"O.G. TO BE NAILED FROM EACH SIDE w/ IOd NAILS, TWO NEAR HOEDOWN, ANCHOR BOLT, 5GREWED 014(1)SIDE OF MEMBER EACH END OF EACH JOIST, OTHERS STAGGERED W/ A I.TABULATED SPLICE LENOH5 A55UME TOP PLATE-TO-TOP PLATE H (2)ROW5 3-3/a"TRU55LOGK SCREWS a 24"O.G. p DISTANCE OF 32" BETWEEN NAILS IN A HORIZONTAL LINE. CONNECTION U51NO 2-I6d NAILS PER FOOT,FOR SHORTER SPLICE STRAPPING, & NAILING DETAILS SCREWED 014(1)SIDE OF MEMBER LENOTH5,THE NAIL 5PAGING SHALL BE REDUCED IN ORDER TO „ „ „ (2)ROWS 5"TRUrSLOCK 5CREW5 m 12"O.G. THREE-PIECE PROVIDE AN EQUIVALENT NUMBER OF NAILS 40-O a-O /10-O 40-O 111-01. STRUCTURAL DESIGN LOADS � SCREWED OW BOTH SIDE OF MEMBER BUILT UP GIRDER MAX.32" THREE-PIEGE GIRDERS ARE TO BE NAILED w/ 20d NAILS P ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING 2•TABULATED SPLICE LENGTHS A55UME A BUILDING LOCATED FK_ (2)ROWS 5"TRU95LOCK SCREWS m Ib"O.G. IN EXPOSURE B 50'-O" 10'-O"/12'_6" 50'-0" 13'-O° r SCREWED ON BOH SIDE OF MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS 5TA65ERED w/ (2)ROWS 5"T'RU55LOCK SCREWS• 14"O.C. BI=THEEN 1/6 A DISTANCE OF NOT MORE THAN 32" BETWEEN NAILS IN A 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" b0'-O" 16'-Q" SCREWED 0'V BOH SIDE OF MEMBER E 1/4 OF A HORIZONTAL LINE. HEI6HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 12'-O"/15'-O" L LATERAL LOADS SHALL BE MULTIPLIED BY H/8; PAGE: FOR ALTERNATIVE WALL HEISHTS MULTIPLY HE ABOVE „ „ „ „ NOH. FOUR-PIEGE GIDER5 ARE TO BE A55EMLED AS SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR -IO-O 14-O 70-O I�{-O 1.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED W/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO HE NEAREST FOOT): PLAN SHALL USE CONNECTION PATTERN'A'WHEN a"OR SMALLER P GIRDER. 9'WALL- I.I25 b0'-O" I6'-O" b0'-O" 22'-O" -200 ! CONNECTION PATTERN 'B'WHEN 10"OR LARGER • 10'WALL- 1.25 2,WHEN SGREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 11'WALL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER P 12'WALL- 1.5 THIS COLUMN w/MULTIPLIER GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, NAILED TO WG WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD RADE MATERIAL FOR 10'-O"WALL DATE: 11/18/19 3 OF 10 SITE LAYOUT NOTES: I. THIS 15 AN ARGHITECTS SITE PLAN � 15 SUBJEGT TO VER I F I GATT ON BY A L I GENSED 5UR\/EYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE ARGHITEGT'S BEST OF KNOWLEDGE. 51 101-7'20''E 150.00 2. 5UR\/E1' INFORMATION WAS OBTAINED — -- — — — EXI T. CHAIN INK FENGE FROM A SURVEY DATED MAY 6, 201a AND PREPARED BY: 1 AJG LAND SURVEYING PLLG -t-7 5. GOLF-MAN ROAD GENTEREAGH, N.Y. 11720 TELEPHONE: (631) 846 as-73 I 1 sl ss s I 1 FROJECJ / ZON I NO 'PATA rn = v is - --- w - fz Lu IL o TAX MAP # L 1000-10-7-8-1� i 1 cv z I N w o r J ZONING D I STR I GT R-40 NC = 0 p Z z LOT AREA 22,332 S.F. Q J n n FEMA FLOOD ZONE X ►� -------------- -------------------------- ----- - ------50' w,. Z PRINCIPAL BUILDING ENVELOPE X " n � w WETLANDS D I STR I GT N PERMIT # •�:-.._�, rn DEG DISTRICT N N.J. LETTER f= FC\/IDED -- EXIST. GONG. EXISTING PROPOSED 1 I, STOOP 3i•5' I O PROPOSED I FRAME ° FIRST FLOOR AREA I,ci50.0 Ig50.0 S.F. EXIST. 4' CHAIN LINK FENGE EXIST. DEGK 3q �� CANT. 65.2 BEDROOM COUNT 2 2 PROP. O I PROPANE EXIST. I STORY LOT �0VERA6 rn EXIST. FRAME HOUSE N I AIC, GARAGE m IQ DESCRIPTION AREA % LOT i �-A EXIST. ASPHALT GO\/ERAGE DRIVEWAY I TOTAL LOT AREA 22,332.0 S.F. EXISTING HOUSE S.F. 8•-75?/o m EXIST. CVRD. PORCH PROPOSED DEGK 251.2 S.F. l.l% 43.qa•o' ° EXIST. GONG. WALK PROPOSED CO\/ERED STOOP 36.0 S.F. 0.2% 40' FRONT YARD PROPOSED vt TOTAL AREA OF ALL STRUGTURES 2231.2 S.F. :]F 10.0% Q COVERED °m PROPOSED \` +i O N STOOP LIVING SPACE \S� I z lu O I } PROPOSED �o Q [X GONG. PAD `\ - ,5 < I Q �0 A U GR DE Lud - - --- - 4 I SGTM# LOT AREA = 22,332 S.F. ; R-40 NG o ~ � x x EXIST. PROPOSED COMPLIES Lu \ MINIMUM REQUIREDINA. p FRONT YARD ` .� d S F• 40.0' 45.6' 41.6' YES �� + ' (WOOIDCL I FF) FRONT YARD _ - - - - - - - - - - - - 40.0' 3a.1 ' Sof.1' No (GROWER) — — ° � " 150.00 \` '-.o374C9 NII I� 20 W SIDE YARD 15.0' 43.�f' 43.�f' YES ®F• N ' REAR 50.0' -72Y 64.1 ' YES PROJECT: 40,000 22,332. 22,332.0 LOT SIZE NO CANELLOS .o S.F. o S.F. S.F. RENOVATION I \ / LOT WIDTH 150.0' 150.0' 150.0' YES WOOD�el� IFF DRIY LOT DEPTH 1-15.0' 150 150.0' NO 100 WOODCLIFF DRIVE MATTITUCK, NY 11952 S I TE FLAN MAXIMUM PERMITTED SCALE: 1'-0" = 10'-O" , , , BUILDING HEIGHT 35.0 1�.5 I�.S YEDRAWING TITLE: S SITE PLAN NUMBER OF STORIES 2 1 1 YES PAGE: DEC - 5 2019 A-300 DATE: 12/04/19 4 OF 10 0EI •EFe/ L. S 1 I �150L lSNNr _ :1 EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR SM w/ BATTERY BACK-UP EXISTING TO REMAIN O CARBON MONOXIDE NEW WOOD FRAME (L.G. GO DETECTOR 5TL. WHEN APPL I GABLE) NEW PARTIAL HEI5f4T Q HARD WIRED SMOKE AND CARBON WOOD FRAME (L.G. 5TL. SM/GO MONOXIDE DETECTOR COMBO Ww/ BATTERY BACK-UP HEN APPL I GABLE) NEW FOUNDATION WALL ® 50 G.F.M. EXHAUST FAN w/ DAMPER MIN. (2) 2"x4" FAN G.F.M. EXHAUST ® FL FAN 4 L I GHT GOMBP P05T FOR 4" WALLS W/ DAMPER (MIN. (2) 2"x6" STRUCTURAL POST FOR 6" WALLS), U.O.N. W EXISTING WINDOWS V TO BE REMOVED W F— U = J U J EXISTING STOOP Q EXIST. I TO BE DEMOLISHED If_ uY N L BREAKFAST NOOK __�=== 0ENERAL 5 I I I50C <E 1 EX1571NO TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR 5M w/ BATTERY BACK-UP EXISTING TO REMAIN CARBON MONOXIDE NEW WOOD FRAME (1-.5. GO DETECTOR 5TL. WHEN APPL I GAE3LE) NEW PARTIAL HEIOH'r Q HARD WIRED SMOKE AND CARBON WOOD FRAME (L.G. °iTL. 5M/00 MONOXIDE DETECTOR COMBO WHEN ADPL I GABLE) w/ BATTERY BACK-UP 7: NEW FOUNDATION WALL 50 G.F.M. EXHAUST FAN w/ DAMPER MIN. (2) 2"x4" STRUCTURAL 50 G.F.M. EXHAUST ® FL FAN 4 LIGHT GOMBP P05T FOR 4 WALLS W DAMPER (MIN. (2) 2"xb" STRUCTURAL P05T FOR b" WALL5,), U.O.N. FOUNDATION PLAN NOTES Q OFOUND B P05TS FOR WD. DECK: 3 WD. P.T. POST d P. GONG. PIER UPON GRADE BEAM AS PER DECK DETAIL_ (TYP) 2 7_27 1-0 P.T. DRP. GIRDER W OTYPICAL LEDGER BOARD ® EXT. DECK: 21. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED w/ (2) 5/5" (P x 5" LONG H.D. GAL. LAO H BOLTS ® I6" O.G. 5. INSTALL H.D. OALV. JOIST HANGERS BY '51MP50N' (OR V W EQUAL) p ? 2 F_ U 4. PROVIDE FLASHING TUCKED UN'7ERNEATH 51PINO S i v tz Q V [A-bCX4 = J BENT OVER TOP EDGE OF LEDGER BD. f Q 0 V J 5. SEE NOTED DETAIL _ i- FOR WOOD STAIRS ® GRADE: Q O3 4" THK. P. GONG. PAD 8" NIDE x RE'.Gt'D LENGTH UPON EXIST. EXIST. 6" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS ® 2'8"WXI'I"H AWN. 2'8"WXI'I"H AWN. MAX. 16' O.G.,U.O.N. (MIN. 5 5TRINOE:R5) — --.—_ — BEAM POCKET (TYP) OIL TANK { lL .., - V O • � x0 Q N � X W X dJ EXIST. SLAB w — — — — EXIST. (2) 2"x8" _o- — — _e — — tc v ON GRADE v d) O PROVIDE R-300 dJ O N FIBERGLASS BATT cxV INSULATION BTW. w ® CAVITIES -i z Q tL z 0 v EXIST. wl x BASEMENT z N �9 �F N 0 w NEW 5TORACE I (2) 2.OE GP LAM 11.815 LVL GIRDER EXIST-(3) 2"x10 - - --- —0-- o I 4 4 Q UN-REINFORCED CMU — BLOCK WALL J - B (NON LOAD BEARING) IQ i cl)) z wo 0 0 �Q � o ICo t! ® 4"x4" P.T. IN/ A544 W 51MP50N P05T ANCHOR I � z LLI Lu NEW ALIGN F.F. ABOVE R U UP w mQ w PX41 a _-1 7 _ 0 0 0 x x h N —{2 2"x1O" P.T. DRP. I A-b kj:D APc �0 - 0', L�" L e, N2b- .A v <: OP IN FOUNI1 )ATICN PLAN PROJECT: SCALE: 1/4" = 1'-0" CAN ELLOS RENOVATION 100 WOODCLIFF DRIVE MATTITUCK, NY 11952 DRAWING TITLE: FOUNDATION PLAN PAGE: A-400 DATE: 31/18//19 6 OF 10 I (5EI ` ERAL 5 I Illlll�50L <E"*r : : r_ - A EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR 5M w/ BATTERY BACK-UP EXISTING TO REN'AIN Q CARBON MONOXIDE NEW WOOD FRAME (L.G. GO DETECTOR STL. WHEN APPLICABLE) Q HARD WIRED SMOKE AND CARBON ALL NEW WINDOWS DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT; INSTALL AS PER MANU. SPEG.'s, NEW PARTIAL HEIGHT 5M/GO MONOXIDE DETECTOR COMBO SEE PAGE "A-201" FOR NAILING 8 STRAPPING DETAILS. WOOD FRAME (L.G. STL. WHEN APPLICABLE) w/ BATTERY BACK-UP WINDOkq CHART 50 G.F.M. EXHAUST NEW FOUNDATION WALL ® FAN W DAMPER EGRESS WINDOW TYPE .RI OUeH OPENINGWINDOW DIMENSION CLEAR 50 C.F.M. EXHAUST OPENING ® POST FOR 4" WAI.LSTURAL FL FAN 8 LIGHT COMB1- GALL-OUT TYPE QUANTITY MODEL # _ HEIGHT NIDTH EO : 20" (MIN. (2) 2"xb" STRUCTURAL w/ DAMPER _ WIDTH ' ,HEIGHT . WIDTH HEIGHT OPEN REa'D: 5.7 S.F. ----_ __ POST FOR b" HALLS), U.O.N. A SIDELIGHT 2 FWSLI366 "".T" I'-3 b'-6".- 1'-2IF -IF B DOUBLE HUNG 2 TW20310 1'-2 " 4`-0 " .. 2' G PICTURE F -- I 1-4040 ;� _ 4-O 41-0" f: FLOOR PL NOTES D DOUBLE HUNGF4 -IF TW3046 " S'-2~ " 4'-S '" 3'-1 4'-8 " DOOR NOTE: O E SIDELIGHT 2 FW027685 2' 7" b'-6" 2'-6 J"1. INSTALL NEW INTERIOR DOOR5 IrJHEN GALLED OUT ON PLANS BY QELD-WEN' (0R EQUAL). - 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED F DOUBLE HUNG 2 TWI632 I'-10 °. ✓',-4 9" 1=51-4 " OUT ON PLANS BY 'THERMATRU' (OR EQUAL). W 3.DOOR TYPE TO SELECT 11� 4.INSTALL AS PER MANU 5PECA, G __�EDOUBLE HUNG 2 TW2632 L �.~6 8"T- 3'-+ " 2'-7 3._4 FRONT ENTRY DOOR EGRESS NOTE: I. V.I.F. FRONT DOOR HAS MIN. 32" CLEAR OPENING W WHEN DOOR 15 OPEN q0° H 2.IF NOT, THEN REPLACE EXIST. DR. w/NEW 36"x80" DR. (32" CLEAR WIDTH) 3.PROVIDE (2) 2"x8" HDR., U.O.N. 4.JACK AND KING STUDS AS PER PAGE A-200 D_ r- Q OSTAIR 4 RAILING NOTE: z ® - I. ALL NEW STAIRS SHALL HAVE MAX. 1-3/4" RI " 8 MIN. 10" Tr - RISERS SHALL BE CLOSED 2. 36" HIGH GUARDRAIL +€ SPIND;_E 5PAGIN6 2 NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; cV 36" HIGH HANDRAIL d SPINDLE: 5PAGIN6 NOT " TO ALLOW PA55AOE OF A 4" (P SPHERE 3. 6RIPPABLE RAIL AS PER CODE SMOKE DETECTOR / GO DETECTOR NOTES: d CENTER 2'-6"- r O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 4 5 4 5 �10 STEPS ON SMOKE / CARBON MONOXIDE COMBINATION DETECTOR a Q DECK 4 5 HARD WIRED TO EACH OTHER t-i/ BATTERY BACKUP. 4 5 6 G _ 2.INSTALL ALL AS PER MANU. 5PEC.'sO z NEW F F DN 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR U PECK (4 ) IN COMPLIANCE WITH LOCAL CODE EXIST. ® I Dl"1 OI 5/4" DEGKIN6 OWINDOW NOTE: PROPOSED 306AL. STOOP 4.p 4 5 Q Q 4 5 4 I. ALL NEW WINDOWS 4 DOORS SHALL BE PROPANE TANK Q x I ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNG, LOCATION E E OR GLIDING (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN XI5THDR. TO REMAIN NEW (2L2"x10" HDR - E . _ "GLASS WINDOWS AND DOORS" ON PAGE A-100 - - - - 2.IF CASEMENT WINDOWS - ALL C5MNT WNDWS 12_O _ _ _ 5'3 4 SHALL HAVE STRAI6HT ARM HINGE WHEN O F_ 7W240 w 5.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE EXI5T. `t TILT ASH EXIST. I SKYLIGHT I ' _ _ Ea• Ea. 4.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. 6L. LAUNDRY - _ _ J m EXIST. 1 FLOOR �z z REPLACE EXISTING SKYLIGHT u)w w in D EGRESS NOTE: a PLUMBING FIXTURES IN COMPLIANCE WITH NEW YD W ORK STATE BUILDING - �) CODE, SECTION 8310.2.1;THE FOLLOWING MEANS OF 4 5 Q20 MODIFIED DMEN EGRESS SHALL BE FOLLOWED: d) BEDROOM (134 5F) REF.NET CLEAR OPENING........... 5.7 S.F.NET CLEAR HEIGHT............... 24' MINIMUM'NET CLEAR WIDTH................. 20" MIPdIMUM I 0 Q - z PROP w to X Q U WINDOW/DOOR FRAMING: z I S I MODIFIED I V MODIFIED m OSEE PAGE A-200 FOR FRAMING 6_0 3 EXIST. I KITCHEN OO N - V SHOWER z ELEMENTS AROUND DOORS AND BATHROOM O p DINING ROOM ® BATHROOM iv WINDOWS (TYP. FOR ALL) U.O.N. 4Qx62 SLDR I iy NEW MASTER �I NEW O 5M/CO ryi O6 A/C NOTE: cV • 5H R I z • 5 I 24x62 r 3 I. EXIST. AIR HANDLER d DUCTWORK At�TR I Q I D IN ATTIC TO BE RE-ROUTED 2.RE-ROUTE $ EXTEND COOLANT - LINE AS REa'D FROM A/C GOND. ® ® O } 3 II'-IOy2" POST m O A/C CONDENSER: O d SM/c, 2'-O" 4'-O" 3'-6" w I. EXIST. A/C CONDENSER 5}{ R 5 1 N 3 �1TTIG X J K AGGE55I (3) 2.0E 61- LAM I6" LVL FLUSH MODIFIED lU Q �I (3) 2"xb" HEADER _7PROVIDE NEW EXHAUST FAN SHALL BE INSTALLED WHERE BATHROOM T L - - 'I � P05T (TYP) _SIMPSON 7'_6" 14'-Oy2" w O VENTILATION 15 NOT MET BY MEANS OF NATURAL 2Qx62 ALIGN HANGERS ® _ Q 2 WALL � (2) 2.0E GP ALIGN W/BLOCK 2 CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR 2 xb P.D. G.T. (TYPJ r WALL ® STAIR 2 SPACES AS PER NYS MECH. CODE SECTION 403.3.2.3; NEW DN. LAM 14 LVL INSTALL AS PER MANU. SPECS � FLUSH HDR. I � I 3' O" NEW GREAT ua v 4 5 R 5 1 3 8' CEILING U U ROOM V x -a I -�- FIRE RATED DOOR: a 2 HT. IN HALL Q~ REPLACE EXISTING N - (J O ^CATHEDRAL GEILING� < Q I 1 of t I ui O 3QX62 3/4 HR. SELF-CLOSING D 1( PLUMBING FIXTURES x x a 2 1 = 1 1 X�U Q STEEL DR. N (V - N SM/GO 5 I +, � ® _ w lUQ U MODIFIED N I w I Q 1 L_ _�_ J GARAGE NEW ATTIC AGGESS - PULL DOWN TS AIR: O 1. MIN. 350 # CAPACITY w ` ►`- z _� ILu N La 2.SIZE TO FIT MECH. EQUIP. THROUGH z m N I w I GAR m OPENING (MIN. 22"x5O") MODIFIED (7'x1"19 5.1 HR FIRE RATED BEDROOM g I L J - 4.DSL. FRAMING WHEN NEW OPENING , (136 SF) •- 5. INSTALL AS PER MANU. 5PEC.'s iV 6 6.CONSULT H.O. FOR PRECISE LOCATION p N -- - - - - - - - - - - - - OF ACCESS NEVq GL. Z-O tire,reparation � NEW � PROVIDE MIN. 6'-8" ; required ao per o 4 ;.., HEADROOM ® STAIR Gam' x NEW UP Q Qa'., a` b a EXI T. EXIST. ®4)tRl Code PANEL METER Iq'-8 (2)EXIST. I'-I" N 174 5'-q" -II" 4'-2" ;fl (2)EXI5T. tF t"11 2'4"WX3'q"H DH. _ AG B 2'4"WX2'8"H DH. 5 4 NEW COVERED 4 A 5 5 4 5 4 4 5 PROJECT: FRAME STOOP 5/4" DEGKIN6 CAN ELLOS 4 RENOVATION Z _ z 100 WOODCLIFF DRIVE MATTITUCK, NY 11952 FIRST FLOOR FLAN I,ci50 SQUARE FEET � SCALE: 1/4" = P-O" DRAWING TITLE: FIRST FLOOR PLAN r PAGE: A-500 DATE: 12/04/19 7 OF 10 SECTION NOTES TYPICAL EXTERIOR WALL CONSTRUCTION (T)'P.): O UPON "TYVEK" HOUSE WRAP (OR EQUAL) • UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ALL PLYWD SEAMS) • 2"xb" STUDS ® 16" O.G. w/ DBL. TOP PLATE • MIN. R-21 CAVITY INSULATION • 5/8" GYPSUM BD. WALL FINISH ONEW SIDING NOTE (TYPJ: 2 I. INSTALL NEW SIDING (TO SELECT) 2."TYVEK" HOUSE WRAP (OR EQUAL) 3.INSTALL ALL AS PER MANU. 5PEC.'s EXIST. RIDGE 4.PROVIDE ALL NECESSARY TRIM FOR W PROPER INSTALLATION _0 EXI5T. RIDGE HEIGHT 5. SIDING SHALL EXTEND TO TOP OF ELEV. +17.5' POST TO RIDGE ® FOUNDATION WALL �- 24" OC, e MI/2" 5WARE BALUSTEROF LJJ O NEW R-30 BATT. INEUL. IN FLOOR 5Y5TEM (MIN. R-50 a (STYLE TO SELECT) X� AS PER TABLE 402.1.2) zQ = J �5 •�' UPSET HDR. T .5 S R SIMF50N H2A RAFTER 19 AS PER, PLAN-\ TIE (OR EQUAL) � AS PER PLAN -\ AS FER PLANS DECK BOARDS NOTE: ALL DECKING SHALL BE FASTENED NEW DECK k w/ COATED DECKING 50REW5 BY 5/4"x REQ'D "DECK MATE" (OR EQUAL) HEIGHT P.T. RI5ER BOARDS ON 5 P.T. DECK JOISTS AS .ate (2) 142"(P HOT DIPPED OALV. BOLTS ® 5/4"xb" P.T. LANS NOTED ON PLANS y 4" THK. x &" WIDE x EA. POST w/ OVERSIZED WASHERS 8 DECK BOARDS NEW 2X5 DBL P.T. F.J. AS = WIDTH OF STAIR P. HEADER ABOVE - PER PLAN Tv zEND NUT PREBORED INTO BEAM, POST, GONG. PAD i"NOSIN&Cn'P ALL WINDOWS 4 O \ \ / f DECK TIE d RIM BOARD A55EMBELY o " DOORS Q - — - - - ---- -- LIVING ROOM HALLWAY / \ KITCHEN LAUNDRY iv z = P.T. BEAM AS NOTED " 2X6 SILL BEYOND PF' BEYOND F 2 xb P.T. BLOCK IN BETWEEN EA. II" 2"x BLOCKING ® EA. PLATE ;p G� SOLID BLOCK ® 12" O.G. STRINGER. FASTENED TO P. GONG. (io"MIN ;RINGER TO MATCH SIZE ® WINDOWS. \ / (2) 51MP50N DJT14Z PAD w/ 161/64" x 5-1/2" CONCRETE OF P.T. DECK JOISTS / / \ DECK JOIST TIE 0 EA. (1) 1/2"4) H.D. OALV. THRU BOLT w/ SGREW5 BY "CALIBURN" (OR EQUAL) P05T OVERSIZED WASHER d END NUT - MIN. (5) SCREWS PER BLOCK 55RAME 2 \ / \ \ / PREBORED INTO P05T $ DECK FASTEN STRINGER "SIMPSON" ABA44 TOBLOCKING (MIN.EXIST. FIRST FLOOR JOIST TIEGRADEELEV. +2.6' SLETO „ ® COLUMN BASE NERS) INCREASE HT. TO EXIST. 2"x10 F.J. 4x4 P.T. POST MATCH EXIST. F.F. GRADE EXIST. SLAB ON � � 2"x12" P.T. STRINGERS II 8" ® 16" O.G. (MIN. 5 AVG. GRADEGRADE " ' II STRINGERS ® EA. ELEV. +O.O' EXIST. (3) GIRDER EXIST. (2) GIRDER 8 0 'SONOTUBEFILLED SOLID B GONG. °u STAIRWAY) II EXISTING z EXTERIOR V400D STAIR DETA I L in II 2 UNFINISHED q' BASEMENT 0 f�-600 SCALE: 5/4" = 1'-O" EXIST. GONG. 12"x12"x8" FTG. 111 (1) #5 BENT SLAB LL, REBI6" GAG. a DEC,< SUFFORT DETAIL 55f.71 ON A/A-600 SCALE: 3/4" = I'-O" SCALE: 1/4" = 1'-0" NEW ROOF w NEW P.T. ROOF EXTERIOR SHEATHING AS RAFTER AS PER PER SECTION NOTES '51MP5ON' H2.5A PLAN O 51DINS MATERIAL AS RAFTER TIE U PER SECTION NOTES SECURE HANDRAIL TO WALL ON AT BUILDING PAPER 3 HOUSE WRAP LEAST ONE SIDE OF STAIR IN Q TO FULLY OVERLAP FLASHING HEADER AS ACCORDANCE w/ MANU. 5PEG.'5; 0 ` SPECIFIED ON 5 AND NOT PROJECTING MORE NEW P.T. CEILING GAP FOR THAN 4Y2" INTO STAIRWAY; J015T AS PER DRAINAGE PITCHED METAL J HANGER SEE HANDRAIL GRIP SIZES ADJACENT 5/4"xb" P.T. DECKING BY '51MP50N' OR EQ PLAN w N.O.N. ON PLAN/ _ _ _ _ - _ _ SECOND LEVEL _ — — — — — — — NEW FASCIA ct "Z" FLA5HINO 5EGTION/DETAILS) \ BOAR - \ NEW P.T. BEAM r-ly2" MIN. SPACE BETWEEN \ A5 PER PLAN FLASHING WALL AND HANDRAIL DRIP EDGE P.T. DECK JOIST 5/4" PINE RISE -_ COUNTER AS PER PLAN 3/4" PINE TREAD 5TA.NDARD5 FOR ORIPPABLE HAND RAIL NEW "SIMP50N" PG64 C� �,� m. JOISTS AS PER PLAN FASTENED w/ (2) FLASHING SCALE: NT5 5/8" O x 5" LONG HEAVY DUTY GAL. z p HANDRAIL (FOR 2 PLY 2/4 NEW "SIMPST H LU526 -' p CLEARANCE CIRCULAR NON-CIRCULAR LAG BOLTS ® IES" O.G. INTO MUD SILL d 10" �X GROSS SECTION SIMPSON' BG52- /4 GALVANIZED JOIST HANGER METAL GALV. JOIST HANGER Q �t �•`:,I'•� RIM BD.;WHEN eD FOUND. WALL FASTEN BY 'SIMP5ON' (OR EQUAL) ® MIN.' r IY N/ 2 5/8 � x 5 LONG APPROVED MASONfZY ANCHORS ® Ib" O.G. EA. J015T " ROUNDED NO51 w y v W/Y4" RADIUS 4"-&,V4" • "Z" FLASHING (NOT INCLUDED IN (�'s" / t�4"_2" PERI- 21a" '9 74(}'a � FTREAD DIMENSION) Z MIN. FOUNDATION WALL 112 O METER / MAX. O F N Al LEDOE GONNEGTI ON DETAIL _ "� % PROJECT: -600 (3) 2"x12" P.T. STRINGERS ® m N SCALE: I" = I'-O" w/ R-2I INSULATION, IF UNDERSIDE , 15 FACING 5TORA5E/NON-HA5ITAL SPACE - P.T. POST AS CAN ELLOS �t PER PLAN m RENOVATION TREATED 2"x12" SILL NEW "SIMPSON" 100 WOODCLIFF DRIVE FOR CONTACT w/GONG. \ (IF APPLICABLE) P05T BASE PER ATTITUCK, NY 11952 P05T SIZE FIRST LEVEL DECKING DRAWING TITLE: SECTIONS �- INTERIOR MOOD STAIR DETAIL NEW P.T. F.J. -600 SCALE: I/2" = I'-O" �j COVERED PORCH DETAIL PAGE: A-600 SCALE: 3/4" = I'-O" A-600 DATE: 11/18/19 8 OF 10 -"r, ®.�. s'..��T.3B-- , 96�/.✓t24TB5�.�M -.E"$TY.�?{�S"—t8zttl"dK - '"484 'X /� ,at,-,..c.,.�aesmnu_m::_,;:.::'_'-,•w:_max _,_...H._ .._.,,_.._•___-_._,,,.,,.,._ .,.,....,_".,.,`m°*mw♦.a::_................_._,._._,. _...___._._,., .......,,.,,,. .,ry vsu....rnr'mvewv ..,srsr.,nv'��-"`�rr�_ •__.. _...,,,_____. ,.,..,..._..._..,_...,,.._.fir.,..,.,..,. .. ,__,-,_,...__....,,,,,. _._ _ ..,,.-,..._.,..,,_ .._,. .._-.._,,,_.-._.._. ., «,.,,._.___.,.,,_,,. PAINT EXIST. BRICK NEW (WHITE) GONG. LAP SIDING (GRAY) � _ ..............._................._�_a_....._.._........._, UA A O O O _-. -_.❑ M. W U W =a' F 14 t�. 3, •.i'. •f' •r/ f:�f' �i 33� •t•t r:e. ;Y U •P. •Rr 2 J .e.v r.T..e: •.V s •• ,t U J NEW COVERED_/ �j Q FRAME STOOP —600 NEST ELEVATION (FRONT) SCALE: 1/4" = 1'-0" f r 12 12 PAINT EXIST. BRICK _ NEW GONG. LAP O O (WHITE) O O SIDING (GRAY) k i.0 .J. h. l' ,.'3. ,ir .!• L •�v r •t• •.IS� l• r f^ •„�� Z A W C NEW FRAME DEGk: NEW COVERED NEW FRAME DECK 0 FRAME STOOP NEW COVERED U FRAME STOOP ui Q NORTH ELEVATION (LEFT SIDE) SOUTH ELEVAT 1 ON (RICHT S I UE) SCALE: 1/4” = I'—O" SCALE: 1/4" = 1'—O" cr ED Af�o o ri' u. •fist jtf C)� (P 7 C3 12 - - �'- � PROJECT: CANELLOS RENOVATION 100 WOODCLIFF DRIVE NEW GONG. LAP �/ \� �� \� PAINT EXIST. BRICK SIDING (GRAY) O F F = (WHITE) MATTITUCK, NY 11952 s r - I LL DRAWING TITLE: ELEVATIONS KD Sqr IY A _ NEW FRAME DECK PAGE: EAST ELEVATION (REAR) -700 SCALE: I/4" = I'—O" AI DATE: 11/18/19 9 OF 10 4" FRESH AIR VENT IL IL J I L THROUGH ROOF I v � Q k 1 Q I 1 4 I w ~ U MODIFIED FULL BATH MODIFIED KITGHEN PROVIDE "ABE500 FF200 FR V J 2" ____ ___ EXPANDING FOAM" (OR EQUAL) MODIFIED FULL BATH MODIFIED KITCHEN _ AT ALL PENETRATIONS IN FIRE �l Q 1 RATED WALL5 AND O —_——_T 1 2"1 FLOOR5/GEILIN65. PRODUCT p Q� NOTE: JO r 2" 2 1 I CONFORMS TO ASTM E 814, I ALL PLUMBING WORK p� p� I SHALL CONFORM TO LL 1 2" 1 1 3 I ASTM E 54, AND UL 14-Tq j i j i LOCAL PLUMBING CODE N 1 17 1 i I I I I X 1 i NOTE: u I� I� I r:2 ALL PLUMBING WORK I �v I Iv I SHALL CONFORM TO - - m - 15HOWER 2 I DW Nj IN SHOWER N I I� c\v I I� I� LEGEND LOCAL PLUMBING CODE �. IEI I � i I Di"I HOT WATER G.O. 2 3 G.O. —.._.._.._.. _ . ...... _.. I_.._.. L.._.. 1.._.._.._.._.._, -I.._.. _.._.._.._.._..� f------� SUPPLY --------- -----------6-----6- — - --------- ———— r,.0. CONNECT TO GOLD WATER 4.11 EXIST. WATER I SUPPLY EXIST. F.A.I. TO z SUPPLY SYSTEM 1 1 O O REMAIN 1 1 PROVIDE "ABESCO FF200 FR v~ GLEAN OUT 1 EXPANDING FOAM" (OR EQUAL) 1 AT ALL PENETRATIONS IN FIRE Q z 4 AS REQ'D kn w 1 RATED WALLS AND N O EXIST. I FLOOR5/0EILING5. PRODUCT O W4" HOUSEO N WATER _ CONFORMS TO ASTM E 814, v lu tO Q MAIN DRAIN w HEATER ASTM E 84, AND UL 14711 W G.O. N I N v EX15T. — --- -- I BOILER I 411 I TO STREET TO SEPTIC i rWATER MAIN SYSTEM � TO SEWER SYSTEM FLUME31 NC RISER - r7)RA I N / NASTE / VENT FLU""IB 1 NC RISER - SUFFL`I' 5GALE: NTS 5GALE: NTS N z w O v O Q rrJ" A��' ALL PLUMBING 4 FUELWORK M �' v SHALL CONFORM � �� C TO LOCAL C Qr PLUMBINO CODE d 0 00 MODIFIED KITCHEN FUEL OAS q r IL F PIPING PENETRATIONS: Nom,, I. PROVIDE "ABE5G0 FP200 FR ,st 74 LL EXPANDING FOAM" (OR EQUAL) RP,NGE AT ALL PENETRATIONS AT WALLS AND FLOOR5/GEILING5. 2.PRODUCT CONFORMS TO ASTM E m 814, A57M E 84, AND UL 14-111 PROJECT: 6A5 SUPi'_Y CAN ELLOS O RENOVATION 0 o� 100 WOODCLIFF DRIVE lu MATTITUCK, NY 11952 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM F OAS RISER — SUPPLY' PAGE: " SCALE: NTS A-800 DATE: 11/18/19 10 OF 10