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Home My WebLink About45603-Z cp Town of Southold 8/18/2021 G F., P.O.Box 1179 0 o • 53095 Main Rd y,�01 dao Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42248 Date: 8/18/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2650 Wickham Ave.,Mattituck SCTM#: 473889 Sec/Block/Lot: 139.-3-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/3/2018 pursuant to which Building Permit No. 45603 dated 12/24/2020 was issued,and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including garage addition,rear deck,front covered porch, deck and ramp to existing single-family dwelling as applied for. The certificate is issued to Reiter Jr,Carl of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 45603 1/13/2021 PLUMBERS CERTIFICATION DATED 4/20/2021 5603 h ri 'Signature "z` TOWN OF SOUTHOLD ��p�g11FF0(,�co�y� BUILDING DEPARTMENT a TOWN CLERK'S OFFICE o . g SOUTHOLD, NY y,�ol 'Aap4't 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#: 45603 Date: 12/24/2020 Permission is hereby granted to: Reiter Jr, Carl 2650 Wickham Ave Mattituck, NY 11952 To: Construct additions and alterations to existing single-family dwelling as applied for. Replaces BP# 42362 At premises located at: 2650 Wickham Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 139.-3-7 Pursuant to application dated 12/24/2020 and approved by the Building Inspector. To expire on 6/25/2022. Fees: PERMIT RENEWAL $791.20 Total: $791.20 Building Inspector �gvFFoc,rco TOWN OF SOUTHOLD BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE oy • oar 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#: 42362 Date: 2/12/2018 Permission is hereby granted to: Reiter Jr, Carl 2650 Wickham Ave Mattituck, NY 11952 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 2650 Wickham Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 139.-3-7 Pursuant to application dated 1/3/2018 and approved by the Building Inspector. To expire on 8/14/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,532.40 CO -ADDITION TO DWELLING $50.00 Total: $1,582.40 Bui ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.60 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: �CQ�O � , (A g % C�o-NY, yt �-�UC.L House No. Street /�/I Hamlet Owner or Owners of Property: ccur ze) Suffolk County Tax Map No 1000, Section 1 .1110 Block Lot Subdivision Filed Map. ��`` Lot: Permit No. Date of Permit. Applicant: 1 c�t�.Z SOI' Health Dept.Approval: Underwriters Approval: Planning Board Approval: V/ Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �® �® sean.deviinl-town.southold.ny.us Cow N' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Carl Reiter Jr Address: 2650 Wickham Ave city-Mattituck st: NY zip: 11952 Building Permit#• 45603 Section: 139 Block 3 Lot 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor- DBA: Custom Lighting of Suffolk License No: 38893ME 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 X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 62 Ceiling Fixtures 9 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 3 Wall Fixtures 11 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt 2 Recessed Fixtures 70 CO2 Detectors Sub Panel A/C Blower 5 Range Recpt Elec Ceding Fan Combo Smoke/CO 3 Transformer UC Lights 15' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 61 4'LED 11 Exit Fixtures 11 Pump 11 Other Equipment Wheel Chair Lift, DW, W/D, Electric Oven, Hood, Fridge, Central Vac, LED Mirror, Heat Exchangers(2) Notes, Whole House Renovation Inspector Signature: Date: January 13, 2021 S.Devlin-Cert Electrical Compliance Form xls 6 S 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 d' Southold,NY 11971-0959 APR 30 2021 BUILDING DEPARTMENT a` TOWN OF SOUTHOLD .•CERTIFICATION Date: Building Permit Nd Q Owner: i 'FGR (Please print) Plumber: ( 2 t IC �--N 7 Er-,J_ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this c� day of dv`a+�(J, , 20 a- _ Notary Public, eo &A- County,, TYLER PARISE Notary Public-State of New York N0.01PA6379036 Qualified in New York County My Commission Expires Aug 6,2022 of so # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 T INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ri- h DATE 0 1 A INSPECTOR ��OE SOUTyO # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Aid- oY% DATE INSPECTOR 0f SOUlyo6 f # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. �C [ ] FOUNDATION 2ND [ ] INSULATION 4 [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] ODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR �laF SDUIY f ��# TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] R UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [' FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [�AULKING REMARKS: VAT, DATE--4X70W t S INSPECTOR ho�aOF 50Glyo� * * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR � 00' (/ Irtsf SOUTyD! ll # # TOWN OF SOUTHOLD BUILDING DEPT. �YCpO 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL =[ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: s� w� - ► CfAulvuC gig) a✓1 QS iv Pzvw�(4---- A DATE /l4 INSPECTOR qd, Address:1075 Franklinville Rd,Laurel NY 11948 4LLRCH.Tillo@amparchitect.com ECTURE C Phone:(516)214-0160 Email:aport August 5,2021 �� OWL i Dan Retier AUG — 9 202 ./ 2650 Wickham Ave Mattituck NY -RUMDT JJ( J)EPT. To Whom It May Concern: Based on my inspection at 2650 Wickham Ave, Mattituck the following items have been updated per your final inspection request. 1. Smoke alarm in west bedroom raised to highest point. 2. Guard Rail on Basement Stairs. 3. Cover paper face on insulation at basement. Photos enclosed. Please contact my office if you have any questions. E D AAW-)C Sincere) ��e YA �1� Anthony rtillo, RA �� 0- 74-JJ 10�C �F N4 r ' f VA owed** i � 4 West Bedroom D (9� D 1L.J AUG - ° 2021 BUILDING DEPT. TOIVN'OF SOI?TTIOLD r Y Reiter—Final Inspection Items Address-2650 Wickham Ave Mattituck � 1 "� , ----------------------------------- 09 ROUGH FRAMING& PLUMBING TA X� ' �-� . ENERGYFYI INSULATION PER N.Y. •D OF �7��i''�J��i'.�� _�.� � ► ► ►tea AliDtIONAL COMMENTS VMS Wwgl;No. 1OL • j11L!'.!1 tr� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING bItVARTMENT 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 Suryey SoutholdTown.NorthFork.net PERMIT NO. f Check Septic Form N.Y.S.D.E.C. Trustees --C.O.Application f Flood Permit Examined ,20 I j , Single&Separate J • Storm-Water Assessment Form JAN 3 2010 Contact: Approved ,20� Mail to: Disapproved a/c TOWN OF S LD Phone: lJ3 Expiration ,20 ' ��('��1c� 1T Buil g ns ctor APPLICATION FOR BUILDING PERMIT Date i �_ , 20 PE) INSTRUCTIONS �— a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. - f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or-alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of appli ant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block �j Lot r Subdivision Filed Map No. Lot a 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 40 CY\SZ b. Intended use and occupancL4® On.Q 3. Nature of work(check which applicable): New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 2D - 3'' Rear r10'- 1!3 Depth �3�--I " Height- (co cy" Number of Stories 1 Dimensions of same structure with alterations or additions: Front '��' -�" Rear - d Depth C--)QI '--I Height I Lp'-o'' Number of Stories t 8. Dimensions of entire new construction: Front 'I--- Rear Depth Height i Number of Stories 9. Size of lot: Front Ln 1 . �, Rear I I�,1,001 ' Depth ZOO-o 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated I !qo 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 X NO 14.Names of Owner of premisesCw 1 D, Qo k:�K Address 2ka5o LO,LkAna,rnNe-Phone No. Name of ArchitectflraM o,n ?of'li 11 o Address-,t i.laAn 128Phone No1It(a -x,'12-L4 W Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &-D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_>e * IF YES, PROVIDE A COPY. ELIZABETH COLEMAN Notary Public,State of New York STATE OF NEW YORK) No.01 006156353 SS: Qualified in Suffolk County COUNTY OF SO�1k) Commission Expires Jan.02,26a �—O O being duly sworn, deposes and says that(s)he is the applicant (Name of individual signin contract)above named, (S)He is the Qs-) (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day 1of -of 201 .a.-t7-r-riry Notary Public Signature of Applicant ,n� 4o 3-c ,mice SUFFCZ 1-��-12 � i RFs Sco.LL A. Russell 01 F, -,TORIM[WAT]E) ,� SUPERVISOR IML& A\(Gi]ENCENT SOI THOLD TOWN HALL-P_O.Box 1179 0y_ -12G 53095 Main Road-S01 T OLD,NEWYORK 11971 Town of Southold CHAPTER 236 - STORM'WATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) WFS TMS PROJECT I WOLVE ANY OF TM FOLI.OWWC-. Yes NO KWCK ALL?HAT APPLY) i ❑ j A. Clearing, grubbing, grading or stripping of Iand which affects more than 5,000 square feet of ground surface- : ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area- C. Site preparation on slopes which exceed 10 feet vertical rise to 106 feet of horizontal distance: ❑[� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E® E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ] F_ Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above,STOP'. Complete the Applicant section below with your Name, ' nature,-ContactJnfoxmaUonT-Date-&-Countl-Tax-Map-Numberl Chapter-236-does�notapplyJz4mur-pro}ec If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner.Design Professional.Agent,Conuroctor,Other) S'C'T'IVl' 1000 Date t 2 District NAME '�tAC.i2 Section Block Lot � � ,63�-�� FOR BUILDING DEPARTMENT USE ONLY xt . CwInformahort l q ♦ ��/( Reviewed By �J - - - - - - - - - - - - - - - - - - Date Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — 2cr�so t.�: C ono•• Approved for processing Building Permit. Stormwater Management Control Plan Not Required- iot N lq u Siormwater Management Control Plan is,Required (Forward to Engineering Department for Review.) FORM = SMCP-TOS MAY 2014 APPLICANT: S,C.T.M, 1000 (l'rnprrry Owner, Design Professional,Agent Contractor,Other) �10SUFF(t,t CHAPTERS 236 "Tr-- 1 _� Stormwater Management Control Plan C ECK LIST NAME: c � section Block S M C P -Plan Requirements; Provide ONE cop of the Building P rmlt Application, Y4 nni g �2 Date; plc The applicant must provide a C 1 Y Pp o p on and/or Rea n for not providing a,�„�,�— t I� 1 all Informati tEcce f IJ I g Checklist! I. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You ansdionfliaDn'l Noor NA to an Item'&e Provide J tificatlon Here! show all of the following Items; YES NO NA If you neefar Wanati' its, Please Prov a additional Paper. a. Locatioia & Description of Property Boundari , b, Total Site Acreage, c, Existing - Natural & Man Made Features within 500 LF. i of 111e Site Boundary as required by §236-170Z. ny L d• Test Hole Data Indicating Soil Characteristics&Depth tc Ground Water. e, Limits of Clearing & Area of Proposed Land Qisturbance, `"'�'Ot� I. Existing & Proposed Contours of the Site (Mini Urn Z Intervals) g. Location of all existing & proposed structure t roads, driveways, sidewalks, drainage improvement &utilities, h, Spot Grades & Finish Floor Elevations for all existing& proposed.structures. 1. Local ion of proposed Swimming Pool and dls large ring. of , 1. Location of proposed Soil Stockpile Areas, CE k. Location of proposed Construction Entrance/Staging At ea(s). 1 771 I. Location of proposed concrete washout areas, EROSION , In. Location of all proposed erosion&sediment control mei sures. Shall include but n ' 2. Stormwater Management Control Plan must include Calcul itlons showing A well maintains o ' that rl�e stormwater improvements are sized to capture,sto e,and infiltrate re Backed SI t encs , on-site the run-off from all impervious surfaces generated p g y a two(2")Inch of expose 2r or rainfall /storm event, 4;pp8i ng ,'i, Details&Sectional Drawings for stormwater practices are req fired for approval, _–ECTIGINS, ARE RE IRED Ilerns requirinq details shall Include but not be limited to; Contact I US E11011-1 ilig at:7ra fare a. Erosion & Sediinent Controls, Backfill, OR ler—o-Vidt: r b. Construction Entrance & Site Access, that the drainage H53 been iristallekl, c, Inlet Drainage Structures (e,g.catch basins, trenc i drains,etc.) d. Leaching Structures (e.g, infiltration basins,swale,etc,) ; .. . I•tlis l,Nc,l��'1.:L::I�.INc• LPArtTMEN°r USE ONLY•r>,a,ter ........�..,_....,.-__.._..._. .I: i ® Additional Information is Required, Revie\ved & I Stormwater Management C ntrol Plan is of Complete. Approved By: -_ Stormwater Management Control Plan is omplete. Date: 2 �g SMCP has been approved by the Eng ng P inee ' Department, I. FORM u SWCP Check List -TOS MAY 2014 L ; BUILDING,DEPARTMENT- Electrt TOWN OF SOUTH& ; Town Hall=Ahh' -=54375;`Main.6 O x117.9 J _. ...... w. L �� - 3 2018 ISouthol'd New"York"1'1:971=0959 j_ T�fephone (631,;)765'=1802 F,AX (631`)765=9502 rase '�IMDING DEPT. xoaer� ri he kowri�sai ff d. iu. /4PPL'ICI..��..N"`�+Ca`R ELEwCTR4�:CAL INSPECT1ONx REQUESTED By,-!,; _ pate<< _ - - tompanyName; �. earn J, CO r'1 A�$�(ress — s Y _ -- J:O$`°SITS' IN ORM 11�l.QN all lriforir►atioti°ReQtairec) Cr i Name: Address l - Bldg:l?erntitr#��= - f �a�C� a Ds�;trict; f ��$ �.�.�,��{n. P��,,-�� _ lick:= - - - - ��• _ BRIEF DESCRIPTfOF�11DR (f leas Print Clear(:y" ° .L)w_ c amp.—�'��a . ,. C "�rcle All That - Is pbseady f_orr inspection?,', S N Rough tri :Pitta! ..ygp need m Temp Gertff scat ?: `SOA 'Issued'On... ' exr�pinformaf of -- Y �- �:_A1iriforrLiattciri — tMcWroo. ,� Qld illle'ter# ,' Tryrc New Sear i e Fife' onhec of PR t=Service.Raconnected.- dergrouny - Ov head `Uride gt' t� d Latcame Pd(e VVp�k dori0 d- _5etvice? - - ENT' LPPLI,�I��i't�l�(x 82=Request for lnspec8on Form:zts 1 �1 a� PERMIT# WW Switches r Outlets GFI's Surface ' �� /Yv ✓✓ e I Sconces HH's UC Lts �S Fans Fridge HW Exhaust ` OvenglQ C Dryer Smokes ` D.W Service Carbon Micro Generator Combo Coo top Transfer AC t•wr AH Mini v I I Special: (I/ l✓0`Cr d� � 1, �i p � � 1 Comments. U S T ye ni,ove o�S�t:Fot,�4o Town Hall Annex „ Gym Telephone(631)765-1802 54375 Main Road c .� Fax(631)765-9502 P.O. Box 1179 _ Sadifirild, MY 1 1971-0959 BUILDING-DEPARTMENT - NOTICE OF UTILIZATION OF TRUSS TYPE.CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANWORTIMBER CONSTRUCTION Datr: Owner do-41k Location-of Properly: . . ,2-k"D .—o Please take notice that the (check applicable:line): " New commercial.o,r,:residential structure ; Addition to existing.commercial-or residential structure- Rehabilitation.ta.an existing;commercial or residential structure to be constructed�,or,perform'ed,'at the subject property reference above will'utilize (check applicablIine); 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): _12,py-oc e p.�Son Capacity(check applicable line):- Owner Owner representative TrussReg15.docx Effective 1/1/2015 SUFFOLK COUNTY TVX LOT NO. 1000-IDA13-7 `X LOT DESCRIPTION(TONE R,10) /�1, ' ff IZOVIERABE gpp TOTAL LOT ARMA 210'X6,0 3J•. - / 1 - E7CMSnNe HOUSE 2021,0 SF. 10.-& ' K PR0-ADDONS(COVER® / •,p�• � 1• �WA)N ITI1133.4 3F. 4JX / •6. PROPOV!W DECKS 366D 3F. L4X ii E103T. I , b PROPOSED RAMPS =.O 3F. IDS 1 TOTAL AREA OF ALL 5-MUCTURE3 4616.15.F. 16b16 s.2 773' D. I' PROP. DYL DRAINASE SYSTEM GALCULATIONS / I ; ROOF AWA(EXISTING t PROPOSED) 5,IDq Sq.Ft. 5,464 Sq.Ft.X 0.17.6'16.1 676.V42.2.16 VERTIGAL Fr.Or-6'ODIA POOL REQUIRED VI PRODE(4) EXIST.ISTRY d DIA.X 4'5TORM DRAIN POOLS � 1 - o P SE 1 DRAINAGE SYSTEM CALCULATIONS PF..21.7' ,SEW DRIVEWAY AREA-2,150 Sq.Ft. / '� L},D• 1 2,150 55qq Ft.X 0.17.562 / 562/42. 9 VERTICAL 7.OF 6'DIA POOL REWIRED DAT � 1 PROVIDE Q)6'DIA,X 5'/N 6'DIA.X 4'STORM DRAIN POOLS / I cnigT. 111i;){ 'I ETL 1 PROPOS®ASPHALT 1 �J�Ci • / DRIVEWAY n -Al / R2C.OXFI6URATION rL- p' LEADER/ NALLOLE._' P.K �nf NIERS TO NEAREST w� / PROPOV37 DRYYELL. J r_ TEOPORARY 1 Il / ` Nil,WASHOUT TOPSOIL 517E NOTE. / AREA STOCKPILE y) TEST HOLE TO DE DONE DURING 1 / AREA 600 CONSTRUCTION PRJOR TO , SF. INSTALLATION OF DRYWELL.IP 6RMI DWATER IS LESS THAN 12' TIECT CONSTX�,'TION FOR RL-DESIGN OF DRYYeL.L1 ENTRANCE M �`, / (SEEDETAL) 'T Y 82 FNVZ --- NI7.35'40'E --- ---- --16160' — -------��1L• k K OKHAM AVENUE r r , ,f _ I ARE REQUIRED DRAINAGE INSPECTIONS Contact TOS Engineering at 765-1560 before i Backfill, OR Provide Engineer's Certification REScheck Software Version 4.6.4 Compliance Certificate Project Reiter D L5�L5� V is Energy Code: 2015 IECC D Location: New York, New York Construction Type: Single-family JAN 1 7 2018 Project Type: New Construction Orientation: Bldg. faces 270 deg, from North BIDING DEM Conditioned Floor Area: 2,807 ft2 TOS OF SOU'Y'DOLD Glazing Area 15% Climate Zone: 4 (5362 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2650 Wickham Avenue Anthony Portlllo Mattituck,NY 11952 AMP Architecture Compliance-. Passes using UA trade-off Compliance- 27.5%Better Than Code Maximum UA 502 Your UA. 364 Maximum SHGC- 0.40 Your SHGC 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Cavity Cont. Perimeter Front Elevation:Wood Frame, 16"o.c. 684 13.0 5.0 0.057 31 Orientation: Front Window A:Vlnyl/Fiberglass Frame:Double Pane with Low-E 94 0.300 28 SHGC: 0.31 Orientation: Front Window B:Vinyl/Fiberglass Frame:Double Pane with Low-E 9 0,300 3 SHGC: 0,31 Orientation: Front Window C:Vinyl/Fiberglass Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.31 Orientation: Front Window D:Vinyl/Fiberglass Frame:Double Pane with Low-E 12 0.300 4 SHGC:0.31 Orientation: Front Front Doors:Glass 24 0.270 6 SHGC: 0.30 Orientation:Front Right Elevation:Wood Frame, 16"o.c, 700 13.0 5.0 0,057 34 Orientation:Right side Window E:Vlnyl/Flberglass Frame:Double Pane with Low-E 7 0,300 2 SHGC: 0.31 Orientation: Right side Window F:Vlnyl/Flberglass Frame:Double Pane with Low-E 25 0.300 8 SHGC: 0.31 Orientation: Right side Project Title: Reiter Report date: 12/22/17 Data filename: C:\Users\aport\AMP Google Drive\AMP Arch itectu re\Private Jobs\Reiter, Dan 2650 Page 1 of11 Wickham Avenue, Mattituck, NY\04_Construction Documents\Reiter_ResCheck.rck Assembly Gross r Area Cavity Cont. U-Factor UA Perimeter Window B copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 4 0.300 1 SHGC:0.31 Orientation: Right side Door 2: Solid 40 0.140 6 Orientation: Right side Front Doors copy 2: Glass 24 0.270 6 SHGC: 0.30 Orientation: Right side Back Elevation:Wood Frame, 16"o.c. 689 13.0 5.0 0.057 34 Orientation: Back Window A:Vinyl/Fiberglass Frame:Double Pane with Low-E 47 0.300 14 SHGC: 0.31 Orientation: Back Window B copy 2:Vinyl/Fiberglass Frame:Double Pane with Low-E 4 0.300 1 SHGC: 0.31 Orientation:Back Window E copy 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 7 0.300 2 SHGC: 0.31 Orientation: Back Window I:Vinyl/Fiberglass Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.31 Orientation:Back Window J:Vinyl/Fiberglass Frame:Double Pane with Low-E 2 0.300 1 SHGC: 0.31 Orientation:Back Front Doors copy 1: Glass 24 0.270 6 SHGC: 0.30 Orientation: Back Left Elevation:Wood Frame, 16"o.c. 601 13.0 5.0 0.057 27 Orientation: Left side Window H:Vinyl/Fiberglass Frame:Double Pane with Low-E 5 0.300 2 SHGC: 0.31 Orientation: Left side Window K:Vlnyl/Flberglass Frame:Double Pane with Low-E 34 0.300 10 SHGC: 0.31 Orientation: Left side Window L:Vlnyl/Fiberglass Frame:Double Pane with Low-E 7 0.300 2 SHGC: 0.31 Orientation: Left side Window M:Vinyl/Fiberglass Frame:Double Pane with Low-E 5 0.300 2 SHGC: 0.31 Orientation: Left side Study doors(hidden In elev.)): Glass 48 0.270 13 SHGC: 0.30 Orientation: Left side Front Porch left door: Solid 20 0.140 3 Orientation: Left side Cathedral Ceilings: Cathedral Ceiling 1,735 49.0 0.0 0.022 38 Flat Ceilings: Flat Ceiling or Scissor Truss 1,052 49.0 0.0 0.026 27 Floor 1:All-Wood Jolst/Truss:Over Unconditioned Space 2,960 30.0 30.0 0.016 47 Project Title: Reiter Report date: 12/22/17 Data filename: C:\Users\aport\AMP Google Drive\AMP Arch itectu re\Private Jobs\Reiter, Dan 2650 Page 2 of11 Wickham Avenue, Mattituck, NY\04_Construction Documents\Reiter_ResCheck.rck Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Reiter Report date: 12/22/17 Data filename: C:\Users\aport\AMP Google Drive\AMP Arch itectu re\Private Jobs\Reiter, Dan_2650 Page 3 of11 Wickham Avenue, Mattituck, NY\04_Construction Documents\Reiter_ResCheck.rck REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section -Plans"Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions, &Req.ID 103.1, ;Construction drawings and ❑Compiles ; 103.2 documentation demonstrate ❑Does Not [PRI]1 ;energy code compliance for the o v ;building envelope.Thermal _ ❑Not Observable ; envelope represented on ❑Not Applicable :construction documents. 103.1, ;Construction drawings and " " ' ❑Complies ; 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable ; :Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate ° ;compliance with the IECC Commercial Provisions. 302.1, ;Heating and cooling equipment Is; Heating: Heating: ;❑Complies 403.7 )'sized per ACCA Manual S based I Btu/hr Btu/hr ❑Does Not [PR2]2 ton loads calculated per ACCA { � Cooling: Cooling: ;❑Not ObservableManual ; u f approved by the code official. Btu/hr ; Btu/hr ❑Not Applicable ; Additional Comments/Assumptions: 1 1HIgh Impact(Tier 1) 1 2_ Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Reiter Report date: 12/22/17 Data filename: C:\Users\aport\AMP Google Drive\AMP Arch itectu re\P rivate Jobs\Reiter, Dan 2650 Page 4 ofll Wickham Avenue, Mattituck, NY\04 Construction Documents\Reiter ResCheck.rck s •Section # inspection,,' Complies?'- Comments/Assumptions ,. &,Req.ID, 303.2.1 A protective covering Is Installed to ;❑Complies [F011]2 j protect exposed exterior Insulation :❑Does Not sand extends a minimum of 6 in. below i grade. :❑Not Observable: :❑Not Applicable 403.9 Snow-and Ice-melting system controls;❑Complies : [FO12]2 1installed. ;❑Does Not ❑Not Observable: ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2p Medium Impact(Tier 2) 3`ILow Impact(Tier 3) Project Title: Reiter Report date: 12/22/17 Data filename: C:\Users\aport\AMP Google Drive\AMP Arch itectu re\Private Jobs\Reiter, Dan 2650 Page 5 of 11 Wickham Avenue, Mattituck, NY\04 Construction Documents\Reiter ResCheck.rck Section. Plans Verified'% "„Field°Verified• Framing/„Rough-In,lnspection Value Value a Complies?'„ Comments/Assumptions 402.1.1, :Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not ;table for values. [FRI]' ; UNot Observable ; ;❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;see the Envelope Assemblies 402.3.1, :average). ;❑Does Not Mable for values. 402.3.3, 402.3.6, UNot Observable 402.5 ; ; UNot Applicable ; [FR2]1 303.1.3 ;U-factors of fenestration products ❑Compiles ; [FR4]1 :are determined In accordance " " °' '❑Does Not :with the NFRC test procedure or U ;taken from the default table. °'� Y ❑Not Observable ; ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier " ' ❑Complies ; [FR23]1 ;Installed per manufacturer's ❑Does Not :Instructions. G �• ❑Not Observable ; ❑Not Applicable 402.4.3 ;Fenestration that Is not site built ° '" `°' '° ' `"° ❑Complies ; [FR20]1 ;Is listed and labeled as meeting ❑Does Not © :AAMA/WDMA/CSA 101/I.S.2/A440 ;or has Infiltration rates per NFRC „' �.��x. w -[]Not Observable ; .400 that do not exceed code °°„ 'e°' >" ❑Not Applicable :limits. 402.4.5 OIC' -rated recessed lighting fixtures ' „� , ` � „ " ❑Complles ; [FR16]2 sealed at housing/interior finish ., ❑Does Not ; sand labeled to Indicate s2.0 cfm r leakage at 75 Pa. ° ❑Not Observable ; ❑Not Applicable 403.2.1 ;Supply and return ducts in attics .` „ ' „ `M„" ' ," ❑Complles ; [FR12]1 .Insulated>= R-8 where duct Is `° "„ ❑Does Not :>= 3 Inches In diameter and >_ ;R-6 where< 3 Inches.Supply and "'" ;° ❑Not Observable ; return ducts In other portions of ❑Not Applicable ; :the building Insulated>= R-6 for ;diameter>= 3 Inches and R-4.2 .for< 3 Inches In diameter. 403.3.3.5';Building cavities are not used as _ �„ ❑Complles ; [FR15]3° ducts or plenums. ; ❑Does Not : .. : „ r []Not Observable : r ❑Not Applicable '403.4i HVAC piping conveying fluids ; R- R- ;❑Complles ; [FR17]2 .above 105 QF or chilled fluids . • :❑Does Not below 55 QF are Insulated to zR- : �3 ;❑Not Observable ; ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ' ❑Complles ; [FR24]1 ;piping. ❑Does Not : ; ❑Not Observable ; ❑Not Applicable 403.5.3 y Hot water pipes are Insulated to R- ; R- ;❑Complles ; [FR18]2 ?R-3. ;❑Does Not UNot Observable y {❑Not Applicable 9: �.�, ; 403x6 ;Automatic or gravity dampers are - - '„ ;� ; ❑Com pIles [FR19]2 installed on all outdoor air " "` `„ q° '„ ' r ❑Does Not intakes and exhausts. ti []Not Observable ; ,,[]Not Applicable ; 11 High Impact(Tier 1) Z: Medlum Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Reiter Report date: 12/22/17 Data filename: C:\Users\aport\AMP Google Drive\AMP Arch itectu re\Private Jobs\Reiter, Dan 2650 Page 6 of11 Wickham Avenue, Mattituck, NY\04_Construction Documents\Reiter ResCheck.rck Additional Comments/Assumptions: 11 High Impact(Tier 1) 2` Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Reiter Report date: 12/22/17 Data filename: C:\Users\aport\AMP Google Drive\AMP Arch itectu re\Private Jobs\Reiter, Dan_2650 Page 7 ofll Wickham Avenue, Mattituck, NY\04 Construction Documents\Reiter ResCheck.rck .Sectionplans Verified Field Verified # Insulation Inspection Value Value Complies? Comments%Assumptions, & Req.ID 303.1 ;All Installed Insulation Is labeled ❑Complies ; [IN13]2 dor the Installed R-values ❑Does Not U ;provided. ❑Not Observable _ ❑Not Applicable 402.1.1, ;Floor Insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.61 ❑ Wood ;❑ Wood ;❑Does Not �tabfe for values. [IN1]1 ❑ Steel ❑ Steel UNot Observable ❑Not Applicable 303.2, ;Floor insulation Installed per ❑Complies ; 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the G ;underside of the subfioor,or floor ❑Not Observable ; framing cavity Insulation is in ❑Not Applicable ;contact with the top side of ;sheathing, or continuous ; insulation is Installed on the ,r underside of floor framing and ;extends from the bottom to the ? ; :top of all perimeter floor framing members. 402.1.1, :Wall Insulation R-value. If this Is a: R- ; R. ;❑Complies ;See the Envelope assemblies 402.2.5, :mass wall with at least 1/2of the ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.6 ;wall Insulation on the wall ;❑ Mass ❑ Mass ❑Not Observable [IN3]1 �exterlor,the exterior Insulation ❑ Steel ❑ Steel UNot Applicable !requirement applies(FR10), I l 303.2 ;Wall Insulation Is Installed per []Complies ; [IN4]1 :manufacturer's Instructions. ❑Does Not ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) _2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Reiter Report date: 12/22/17 Data filename: C:\Users\aport\AMP Google DCIve\AMP Arch itecture\Private Jobs\Reiter, Dan_2650 Page 8 ofll Wickham Avenue, Mattituck, NY\04_Construction Documents\Reiter ResCheck.rck Section Plans,Verified Field Verified # FinalInspection-Provisions complies? Comments/Assumptions &Req.ID - Value- Value ., , 402.1.1, ;CellingInsulation R-value. R- R- ;❑Complies ;See the Envelope assemblies 402.2.1, ;❑ Wood ;E] Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 , [FI1]1 ;❑Not Applicable ; 303.1.1.1,;Ceiling Insulation Installed per ❑Complies ; 303.2 manufacturer's instructions. ❑Does Not [F12]1 ;Blown insulation marked every ;300 ft2. ❑Not Observable []Not Applicable ; 402.2.3 rVented attics with air permeable ❑Complies ; [FI22]2 insulation include baffle adjacent ❑Does Not ,to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- ;❑Compiles ; [F13]1 Insulation ;tR value of the ❑Does Not adjacent assembly. ;❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ;❑Complies ; [FI17]1 :ach In Climate Zones 1-2,and T❑Does Not <=3 ach In Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ; [F14]1 :cfm/100 ft2 across the system or 1 ftz I ft2 ❑Does Not <=3 cfm/100 ft2 without air handler®25 Pa. For rough-in :❑Not Observable tests,verification may need to ; ;❑Not Applicable ; occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies [FI27]1 :determine air leakage with ftz 1 ft2 ;❑Does Not ;either: Rough-in test:Total ;leakage measured with a ; :❑Not Observable pressure differential of 0.1 Inch 1 ;❑Not Applicable ; :w.g.across the system Including ;the manufacturer's air handler enclosure If Installed at time of ; ;test. Postconstruction test:Total ;leakage measured with a ; pressure differential of 0.1 Inch ; 4.g.across the entire system ;Including the manufacturer's air handier enclosure. ; 403.3.2.1 ;Air handler leakage designated ❑Complies ; V12411 ;by manufacturer at<=2%of ❑Does Not ;design airflow. ❑Not Observable ; ❑Not Applicable 403.1.1 'Programmable thermostats ❑Complies ; [FI9]z r Installed for control of primary ❑Does Not ;heating and cooling systems and ,Initially set by manufacturer to []Not Observable ; code specifications. ❑Not Applicable ; 403.1.2 ;Heat pump thermostat Installed ❑Complies ; [FI30]z ?on heat pumps. ❑Does Not ❑Not Observable ❑NotAppllcable 403.5.1 Circulating service hot water ❑Compiles [FI11]z #systems have automatic or ❑Does Not ;accessible manual controls. ❑Not Observable ❑Not Applicable 1 1HIgh Impact(Tier 1) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Reiter Report date: 12/22/17 Data filename: C:\Users\aport\AMP Google Drive\AMP Arch itectu re\Private jobs\Reiter, Dan 2650 Page 9 ofll Wickham Avenue, Mattituck, NY\04 Construction Documents\Reiter ResCheck.rck •Sectlon °Plans Verified° Field Verified " Final,lnspection°Provisions „ w Coinplies?. °Continent's%Assumptibns,, 4 .,Req.ID « Value Value 403.6:1 All mechanical ventilation system ` ' „ ❑Complies ; [F125]' ° 1fans not part of tested and listed � ". ❑Does Not HVAC equipment meet efficacy ° ;and air flow limits. ;.° ,❑Not Observable ; []Not Applicable 403.2 Hot water boilers supplying heat ❑Complles ; [F126]2 - ;through one-or two-pipe heating t:= ❑Does Not jsysterns have outdoor setback � _ . ❑Not Observable control to lower boiler water �. + ❑Not Applicable .temperature based on outdoor PP temperature. 403.5.1.1 r Heated water circulation systems ? : ° ❑Complies ; [F[28]2 have a circulation pump.The a° ❑Does Not rsystem return pipe is a dedicated y „ return pipe or a cold water supply ❑Not Observable , ?pipe.Gravity and thermos- ;°. ° '❑Not Applicable ;syphon circulation systems are not present.Controls for , rcirculating hot water system ypumps start the pump with signal for hot water demand within the occupancy.Controls ;automatically turn off the pump " ;when water is In circulation loop FIs at set-polnt temperature and ' no demand for hot water exists. 403.5.1.2 y Electric heat trace systems ❑Complles ; [F129]2 tcomply with IEEE 515.1 or UL .„° .� ° ❑Does Not X515.Controls automatically " „ ° - • ° °„ adjust the energy Input to the a ;° - []Not Observable ; heat tracing to maintain the ❑Not Applicable ;desired water temperature in the , JPiPing• �, b 403.5.2 Water distribution systems that ❑Complies ; [F[30]2 have recirculation pumps that ❑Does Not pump water from a heated water '` a" supply pipe back to the heated ❑Not Observable water source through a cold []Not Applicable rwater supply pipe have a demand recirculation water isystem. Pumps have controls that manage operation of the pump and limit the temperature ,of the water entering the cold water piping to 3049F. 403.5.4 ;Drain water heat recovery units ❑Complies ; [F131]? titested In accordance with CSA ” `„ °, ❑Does Not '1355.1. Potable water-side a pressure loss of draln water heat <� .- ° ❑Not Observable recovery units< 3 psi or ° " "`„`° ° w °°' ❑Not Applicable ,Individual units connected to one . �. jor two showers. Potable water- ; �slde pressure loss of drain water i sheat recovery units<2 psi for individual units connected to _ _ three or more showers. - 404.1 ;75%of lamps in permanent ,„ M . ;° :” " ° „ a°°❑Complies ; [FI6]1 :fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ;` 5 []Not Observable ; lighting. ' ❑Not Applicable ; 4041.1 ;Fuel gas lighting systems have :°. „ ; ❑Complles ; [F123]3'- ;no continuous pilot light. , p , � „ ❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medlum Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Reiter Report date: 12/22/17 Data filename: C:\Users\aport\AMP Google Drive\AMP Arch itecture\Private Jobs\Reiter, Dan_2650 Page 10 of1l Wickham Avenue, Mattituck, NY\04 Construction Documents\Reiter ResCheck.rck .Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.iD 401.3 ;Compliance certificate posted. ❑Complies ; [F17]2 ❑Does Not ❑Not Observable _ _; ❑Not Applicable 303.3 ;Manufacturer manuals for ❑Complies ; [FI18]3 ;mechanical and water heating []Does Not :systems have been provided. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3 Low Impact(Tier 3) Project Title: Reiter Report date: 12/22/17 Data filename: C:\Users\aport\AMP Google Drive\AMP Arch itecture\Private Jobs\Reiter, Dan_2650 Page 11 of11 Wickham Avenue, Mattituck, NY\04_Construction Documents\Reiter ResCheck.rck 2015 IECC Energy Efficiency Certificate Insulation Rating R-Valuci Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 60.00 Ceiling/ Roof 49.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 0.31 Door 0.27 0.30 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments a .e . Rt�y LLJ gyp p•n�«tr,•p i.v� h �Y.sN iP 1S.y. '"'+vl.•A.T �M'��'^. ' .-� .war , LL r W ~ U 22 ow = J j _ 'I ,f'r� ;.a�z.,,* e'' " -`�,`,'`;^r'r` •,l,=x}.�,tt^'' '' ,r1,, �ti' ,a`(* v{Y '`� - , ., �`^^^^�., 1 l k7W£F` ^`Ls•��G�. �1.1'�1a7� .1r�N$+,]Nv;+e'�'`a�'�Jxu'�t`tx t'Sta� �sd�:� `w I i l I I I F� is I � j I I i I .,r,� _ .•r^ r. `i:7riaLJaw:Mlae:'�s b,so.' 7a:.:L':.`�';..' - .�i,.3• :.mac "" '<'' -. ",a'" -' .`',a. worm Z W Lij - -------- ----- ---------- P'�brr -_.W I r' i i� 4 / , _ ' �4RCHITECTURE 0POLL " y or"" ® y PROJECT:'mo -. -_ .. ,u .._ ... a¢,�r.:.�w,w.•, wA.ta�.Esn. 1w:e1C,. -.A7�'�C .w.�M.r1�'.P ...... .�w_ s { ,, , 7 xb=' '.4._ _ __--._ .....,. ..a•...«..awa,., >w..,m.s.,,a.:.w....,are.e�.wu+.,�., .sr$.a•.S .¢,�.r ui'�,w Y."�. ._ `�' — ...,.x....w+.-,_...w.....•sem_ ,.. ,z;.ar.,...,..�...-.d ..... ., o ,.....��..,...�...,.....itra.F�e.1.«v.•.:Z«,r...,.t_.,•,.._,a.,n.r,,.a,w...�.....xsr.wu...m.:sw..�....,eru«..+,,,•.w.�.ue....w.a,:�.:.,.e+.,«... wws,. -.._. ,uw, a.. ..... .:,w+aa+s�e..sv,•5.r...'�•„a.�" xsrs..a.,,.nr.«a�.:aw',.�4. ar"fi4.til:7.'.�.',.6t�,:..h:43�:.eK"i'4.:a,'�i,:.,2�twn..ra.a#iL"w.'�t:!t..n�'#ix"'•^'a.� a:'i. '< ,:�'S•. n,Y=i< _ - _ ., �1RR`�fcC �.N• :,mr>.�.i.r,.:-w.:r•-n.^u:».t ..;rm "" - � . 36TH „-: ,.�_° ��.,:.ak'�.,:,��.s•a�ir.0.��..�y,�.t 1'",�.'� �'me:. ��°.'� �..,�`�".�e,�.sc.:- s7s5xaY�'r"` ♦ n ' RESIDENCE 15400MAII ' 254 J M A IT' = xI Nf arm ow 4w01BROOKLYIN IN �L�Le . f ' 2650 WICKHAM AVENUE MATTITUCK N.Y. 11952 LLC 0 : 516-21 - 0 : 716- 7 - 14 i 7 DRAWING TITLE: TITLE PAGE ,f d P PAGE: Z< ��<�d ,«,«•tel • � �-�� V 4�.. ^, — - r5i // D 6 AUG - 9 2021 t DATE: 10/29/18 1 O 14�^ nTJnJnR,r nrPr. CARPENTRY PLUMBING CODES AND REFERENCE STANDARD: `�_ I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 d BETTER (Fb = 5-15) UNLESS 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL ^ KE)000' :NOTES $ i�EG1F1GAT1ONS OTHERWISE NOTED. SYSTEMS TO NYC PLUMBING CODE AND NYC DEP REGULATIONS AND NYC BULDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY (�--/� IT 15 THE CONTRACTOR'S RE51PONSIBIL.ITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED 2, ALL LUMBER IN CRAWL SPACES TO BE 15" ABOVE SCRATCH GOAT. MAINTAIN BUILDINGS BULLETIN 2008-005. MAINTENANCE CODE. TOGETHER AT ALL TIME5. IT 15 ALSO THF_ CONTRACTOR'S RE5PCN51BILITY TO READ ALL NOTE5, 5" MIN. FOUNDATION EXPOSURE. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. 2.REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 5PECIFICATIONS,AND BE FAMILIARIZED WITH THE PLAN5 PRIOR TO WORK WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME 3. 51LL5 TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 5. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION CONSTRUCTION MANUAL BY AF d PA. _ GENERAL PROVIDE SILL 5EAL/IN5ULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" AND AT BASE OF VERTICAL WASTE PIPES. TITLE PAGE ------ -- - - ---------- - -- --- I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING APPLICABLE BUILDING DEPARTMENT. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/5" PER CODE. 4. AT FLUSH FRAMING USE IG, GAGE METAL JOISTS HANGERS BY "TECO" OR FOOT. 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 5. GENERAL TRAP AND WASTE SIZES AS FOLLCW5, UNLESS OTHERWISE NOTED: MEGHANIGAL CODE AND 2015 INTERNATIONAL FUEL OAS CODE. 5TRUGT•URE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN55 IN - P15H WASHER.........................................2" - - -------- ------- -- - FLOORS, ROOFS, AND WALLS. - KITCHEN 51NK........................................2" 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, GENERAL NOTES 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES - LAVATORY...............................................2" NF'A-70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. AND AUTHORITIES HAVING JUR15DICTION. b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - 5HOWEIR/TU5..........................................2" PAGE KEY U.O.N. - TOILET........................................................5" 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RE5PONSIBILITY - LAUNDRY .................................................2" OF THE OWNER/BUILDER -1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING - FLOOR DRAIN..........................................3" 5. ANY OM155IONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 5. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" l -2O® HOLDOWN, ANCHOR BOLT, SHALL BE CLARIFIED WITH THE ARCHITECT/ENOINEER BEFORE PROGEEDIN6 THROUGH ROOF. STRAPPING & WITH THE WORK. 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GONGRETE TO BE NAILING DETAILS P.T. 7. PROVIDE FROST-PROOF HOSE E3155 WITH EASILY ACCESSIBLE DRAIN 8 b. NO DEVIATIONS OR GHAN6E5 TO THE STRUCTURAL SYSTEM SHALL BE MADE DRAIN COCKS AS REO'D. HOSE 5I155 SHALL BE PROVIDED WITH BACKFLOW FASTENING SCHEDULE UNLESS APPROVED BY THE ARGHITEOT/EN6INEER. 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FA5TENIN6 SCHEDULE PROTECTION. - - --- --. ------ ----- __--- - -_� ON PAGE A-1. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND ARCHITECTURAL SITE PLAN '1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND IS OF GPX GRADE, UNLE55 OTHERWI5E NOTED. 5EE FLOOR PLANS 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE FROVIDrD f BEFORE THE START OF FRAMIN5 FOR ADDITIONAL NAILING OR DIFFERENT NAILING REOUIREMENT5 WHEN WITH BACK FLOW PROTECTION. ZONING CALCULATIONS APPLICABLE. 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. HEALTH DEPARTMENT STANDARDS AND RE&ULATION5. 9. DO NOT 50ALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING A5 PER FA5TENIN6 SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. - - - - 10. APPROVAL AND INSPECTION 15 REWIRED BY LOCAL JURI5DIGTiCN PRIOR DM- I OO ! DEMOLITION PLAN , 10. OWNER/BUILPER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR TO CONGEALMENT OF PLUMBING. W CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GODS. 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE FERMITTE7 F- AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. NOR ANY POTENTIAL DAMAGE THEREOF. PF-RM155ION FROM THE ARCHITfGT. 1 PROVIDE 'X' GRO55 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS A-�-OO FOUNDATION PLAN F- 14. V 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS ASPHALT ROOFING SHINGLES EXCEED 8'-O" AND AT EVERY 5'-O". I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING RESPONSIBLE FOR DESIGN INTENT ONLY. SHINGLES OR APPROVED EQUAL. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. A-2 Q 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE ^ -- - - --- - --- --- - ------- -- ----- 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE ASHALL FIRST FLOOR PLAN ' TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL AND WATER BARRIER FROM EDGE OF EAOF FL 5HI INSIDE EXTERIOR NECESSARY. LINE. 8 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK 'y BROOM GLEAN. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-I 3. PROVIDE FLASHING NEGE55ARY FOR WATER TIGHT AND WEATHERPROOF THROUGH A-3 CONSTRUCTION. 15. THE CONTRACTOR SHALL CARRY WORKMAK5 COMPENSATION AND GENERAL LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS -�t�O ROOF PLAN > SPECIFICATIONS. FLOOR SHALL NEVER EXCEED A Ib" SPAN. IG,. THE CONTRACTOR SHOULD FULLY GUARANTEE H15 WORK AND THE WORK OF 5. NAILING OF ROOFING SHALL BE TO GORE. THE 5U5-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND ST'RAPPIN6 i COMPLETION OF PROJECT. AS PER PAGE A-I THROUGH A-3. b. CORROSION RE51STANT 11 GAGE ROOFING NAILS AND IG, GAGE STAPLES ARE 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, PERMITTED ----- -"-----"---- -- ---- ----- --- 20. P.T. SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ELEVATIONS ELEVATIONS ARGHITEGT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD -7, PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR AGAINST ALL CLAIMS, DAMAGE:5, LOSSES AND EXPEN5E5, INGLUDIN6 TREAT LUMBER w/ COPPER NAFTHENATE WHICH SHALL CONTAIN 2% COPPER 2:12 PITCHES TO 4:12 PITCHES ATTORNEYS FEES AR151NO OUT OF OR RE5ULTIN6 FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIFFIN6, OR SOAKING UNTIL THE WOOD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 5. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 15 ATTRIBUTABLE TO BODILY INJURY, 510KNE55, DISEASE OR DEATH OR TO CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER THE SEALANT TO UPLIFT FORGES USING ASTM D 6351. INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH A5: HANOER5, NAILS, 50REW5, FLASHING, ANCHOR BOLTS, - - - --------------_____�___. 1 ITSELF INGLUDIN6 THE L055 OR, USE RE5ULTIN6 THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, ASPHALT ROOFING SHINGLES A-701 ELEVATIONS WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. 1. ALL SLOPED ROOFING SHINGLES SHALL BE OAF-GLASS-A ASPHALT ROOFING CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY SHINGLES OR APPROVED EQUAL. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: BE LIABLE RE6ARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRU55 JOIST McMILLIAN 1.9E MIGROLAM 2. 5HINOLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE - PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE 5-P LAM NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE ---------- PSL (PARALLEL STRAND LUMBER) DENOTES AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR HALL iC�00 SECTIONS 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 A. TRUSS JOIST McMILLIAN 2.OE PARALLAM LINE. $ 24" FROM ALL VALLEYS, AND ROOF FLASHING, CONDITIONS. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEC.'s OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 3. PROVIDE FLA5HING NECESSARY FOR WATER TIGHT AND WEATHERPROOF j TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPEGIFIGATIONS, 22. FOR NEW WALLS, A PERFORATED 5HEARWALL 5Y5TEM IS USED. THE CONSTRUCTION. APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, AND 5PEGIFIOATION5 WILL NOT BE PERMITTED WITHOUT WRITTEN NOTES, AND TABLES ON FACES A-I, A-2, 8 A-3. THE FASTENING SCHEDULE 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S AUTHORIZATION OF THE ARCHITECT/ENOINEER. SPECIFIES THE REO'D NAILING FOR THE SHEATHING (ANY NAILING SPECIFICATIONS. DETAILS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FA5TENIN6 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN55 SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 5. NAILING OF ROOFING SHALL BE TO CODE. NEEDED, UNLE55 OTHERWISE SPECIFIED, ALL DIMENSIONS AND CONDITIONS 5HEARKALL SYSTEM HOEDOWN LOCATIONS 1N5TALL AS ARE SPECIFIED RAPPLICABLE DETAILS 4 ON THE FOUND/FLOOR PLANS. SPEG.'s). b. CORROSION RESISTANT II GAGE ROOFING NAILS AND IG, GAGE 5TAPLE5 .ARE PERTAINING ARE TO BE FIELD VERIFIED. 20. CONTRACTOR TO REMOVE d RELOCATE AS REOUIRED ALL EXISTING WORK 23. COLUMN SEARING AS FOLLOWS: PERMITTED DWV/WATER SUPPLY RISER WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING- FELT UNDERLAYMENT FOR 1 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S TREATED WOOD 6 FLA5HING. STEEL COLUMNS ARE TO BEAR UPON FOUND, 2:12 PITCHES TO 4:12 PITCHES GAS RISER SPECIFICATIONS, UNLE55 NOTED OTHERWISE. WALL w/STEEL 5HIM5 d A MIN. 3/4' OF NON-SHRINK GROUT SECURE w/ (2) 1/2" (P ANCHOR BOLTS (4" LONG EXPAN51ON BOLTS 22. PROVIDE FIREBLOGKIN6 A5 PER NEW YORK ACCESSIBILITY STANDARDS. EXIST. WALLS B 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY SITE WORK _ - -- - --- --- "-"------"-- I POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. IG," I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED 5URVEYOR 23. PLEASE NOTE THAT 7HE5E PLANS ARE PROTECTED AOAIN5T ANY WIDE 3 COURSES OF SOLID BRICK MA50NRY CENTERED ® POSTING, U.O.N.). UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS (BUTIIII WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE 2• VERIFY ALL 61VEN DATA ON DR.AWIN65. IF THERE 15 A DISCREPANCY, li RECEIVE CLARIFICATION FROM ARCH ITEGT/ENGINEER PRIOR TO PROGEEDiNG. COPYRIGHT PROTECTION ACT OF 1990 (AWGPA), WHICH HAS SEVERE PENALTIES. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 8 ANCHOR BOLTS, ~ a 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. Z U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. W j FOUNDATION, CONCRETE, AND 1-1A50NRY w/ b" RISE 8 w/ (2) s/4"�' BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TIN5 FOUNDATION A5 IT 570OKPILE ALL EXCAVATED MATERIALS. SET b" DIST., U.O.N. - ADDITIONAL INFO. I5 FOUND ON PAOE5 A-1 THROUGH A-3. APPLIES TO THE NEW WORK BE:IN5 PERFORMED AI`D SHALL COORDINATE THE O 5UB-GONTRAGTOR5 IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREIE OF 1,4EED5, TREE U !. GLA55 WINDOWS AND DOORSROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITA,E3LE FGR DOORS -. - -- - --- -- -- -- --- THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. I. ALL GLA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 2. ALL FOOTIN05 TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL 2. GLASS DOORS AND WINDOW5 SHALL NOT BE INSTALLED UNTIL PROPER 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. CLEARANCES ARE PROVIDED. O BELOW GRADE, UNLE55 5. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLA55 UNIT INSTALLED ELECTRICAL: 4. FOOTINC75 TO REST A MIN. OF 4-0 -- -- --- - --- WITHIN 15 O " OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CN�O'�M OTHERWISE NOTED w SII ! UNLESS OTHERWISE NOTED. TO 2011 NATIONAL ELECTRIC CODE, NFPA 70 AND 2015 INTERNATIONAL ENERGY 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. CONSERVATION CODE. 4. ALL GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS MANUFAGTURER'5 SPECIFICATIONS. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON UNTIL 151 TIER OF FRAMING 15 IN PLACE. COMPLETION OF WORK. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE 7. FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. ENERGY CONSERVATION GORE. 5. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: - GENERALLY, VERIFY OR PROVIDE HARD WIRED i 5. ALL OPENINGS FOR BEAM P'OCKET5, UTILITIES, ETC. TO BE FILLED b. PROVIDE FLASHING PANS UNDER ALL SLIDING GLA55 DOORS, WINDOWS, OR SMOKE DETECTORS w/ BATTERY BACK-UP IN: SOLID WITH CONCRETE. ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 611 OF AN EXTERIOR SURFACE. A. EACH SLEEPING ROOM 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH FADE A-2. 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL 50REEN5 AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. B. OUT5IPE OF EACH SEPARATE 5LEEFIN6 10. ALL CONCRETE TO HAVE ANULTIMATE COMPRESSIVE STRENGTH AT 25 AREA IN THE IMMEDIATE VICINITY OF DAYS OF 4,000 P.5.1., U.O.N. 5. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS THE BEDROOMS (GENERALLY THE HALLWAY) SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 11. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH G. EVERY LEVEL OF DWELLING 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH (BASMENT, FIRST FLOOR, 8 SECOND FLOOR, ETC.) ANOTHER WINDOW MANUFACTURER, IT 15 THE RE5PONSIBILITY OF THE 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES - CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, PROJECT: (1) WALL TIE PER (3) 50. FT. ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRE55 REOU I REMENT5. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, REITER E MAX. 32'-O" TE O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE TEMPERED GLA55. 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. RESIDENCE FROM FOOTING TO 2" ABOVE FINISH GRADE. 6YP5UM WALL BOARD I. GYPSUM WALL BOARD SY5TEM5 SHALL BE OF A TAPE JOINT AND JOINT 16. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES COMPOUND METHOD. OF 40°F AND FALLING, UNLE55 APPROVED BY ARGHITEGT/EN6INEER. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND GEILIN6, UNLESS OTHERWISE NOTED. WATER RE515TANT (H.R.) AT BATHROOMS AND WHERE2650 WICKHAM AVENUE 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY DEEMED APPLICABLE. ARCHITECT/ENGINEER. 0E I `�I SE AL 5��150L <ENr : STRUCTURAL DESIGN MATTITUCK N.Y. 11952ESIGN LOADS II 3. 5/5", ONE HOUR RATED, TYPE 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND X GYPSUM BOARD ON GEILIN6 AND WALLS (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET Iii I WHERE EVER APPLICABLE. IN EACH DIRECTION BEYOND THE UNIT(5), AL50 AT HEAT PRODUCING _ use >_IvF- LOAD DF-AD t_oAD� DRAWING TITLE: EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL _ EXISTING TO BE DEMOLISHEDHARD WIRED SMOKE DETECTOR �M w/ BATTERY BACK-UP l! I9. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOCTIN55 ARE TO BE A CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. O - !' MIN. 10' DEEP PROJECTING 6 ON EACH SIDE OF THE FOUNDATION WALL. 15 psf EXISTING TO REMAIN GENERAL NOTES _ __ __ __ _ EXTERIOR BALCONIES 60 psf PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE • CARBON MONOXIDE - - CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORGIN6. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS NEW WOOD FRAME (L.G. GO DETECTOR DECKS 40 psf 15 psf TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED STL. WHEN APPLICABLE) -- - - -_4 . - ----- 5 - - - AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x " 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND • HARD WIRED SMOKE AND CARBON PAS=SENGER VEHICLE GARA&E5 50 psf i', A5 PER PLAN DEEP d 5'-0" BELOW GRADE. ALL OPENINGS. ` NEW BRICK VENEER SM/GO MONOXIDE DETECTOR COMBO - - - W - b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE A-1. NEW POURED CONCRETE p 15 psf - - - - - - - - "- - PAGE: a BATTERY BACK-UP ATTICS WITHOUT 5TORAGE (ROOF BELOW 3 PITCH) 10 sf i' INSULATIONMECHANICAL CONNECTIONS: NEW/EXIST. LOAD BEARING 50 G.F.M. EXHAUST ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf ;; 15 psf '°�° . .` 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED WALL FAN W/ DAMPER MR 0 FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. O G.F.M. EXHAUST ----S -- E -T -- - - FOIL TO BE PLACED TOWARD WARM SIDE. 1.0 0 KITH AN APPROVED EQUALIPRODUGT.IFIED AS 51MP50N MAY BE SUBSTITUTED WALL (EXIST. OR PRO.) TO HAVE SAN b IGHT �' ROOMS OTHER THAN 5LEEFIN6 ROOMS 40 psf 15 psf s p 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 2• THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA 5FEGIFIED BY 3-I/2" F.G. SOUND BATTS FL L COMBP SLEEPING ROOMS 30 psf 15 psf 51MPSON MANUFACTURER. p p WALLS FROM b" BELOW GRADE TO 24" BELOW &RADE IF DESIRED BY 5. ALL LOADING CAPAGI7IE5 SHALL MATCH EXACTLY OR EXCEED VALUES W/ DAMPER STAIRS 40 pelf 15 psf 11 CONTRACTOR OR OWNER. CASE SHOULD BE TAKEN NOT TO DAMAGE MIN. (2) 2"x4" STRUCTURAL ! INDICATED IN "51MP50N" PRODUCT LITERATURE. THERE MAY BE SEVERAL „ FOUNDATICN WATERPROOFING. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING P05T FOR 4 WALLS P P VALUES ARE LE55 THAN WHAT 15 5PEGIFIED BY SIMPSON (MIN. (2) 2x6 STRUCTURAL -_ - - _-- DATE: 10/29/18 2 OF 14 3. GENERALLY, UNLESS NOTED OTHFOR FL I VA1NSULATE AS FOLLOHS:U TED AND CATHEDRAL CEILINGS 5. INSTALLATION PROCEDURES SHALL ALWAYS BE OUT A5 PER PPED OALVANIZED POST POR 6 WALLS), U.O.N. GUARDRAILS AND HANDRAILS 200 psf 15 psf 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT P - 5.25" R 300 FOR L MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. ) --- -- ---- -11' 9 R-30 FOR FLAT CEILINGS ---- -- - 3.5" R-15 FOR 2x4 WALL CONSTRUCTION 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 sf i 12 psf FOR ATTIC j - 5.25" R-:21 FOR 2"xb" WALL CONSTRUCTION SPECIFICATIONS OF THE PRODUCT BEING INSTALLED 1 P j; 15 psf FOR CATH. - 5.25" R-:21 FOR FLOORS 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ARCHITECT it 5. ALL CONNECTORS SPECIFIED AS A "51MP50N" TOP MOUNTED BEAM HANGER -- --------------------------- SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. TYF I GAS N NO/T AF NO REOU REMENTS FOR _ IIOLE�)O IN DETAILS I }�I G �I/` - - - FASTEN INO SCHEDULE A THE COMPONENTS THAT ARE CHECKED ARE THE APPLICABLE HARDWARE FOR UFL I FT1 SHEAR 1 � Lr"'JE- A1� NII ` D RESISTANCE STAT ` C NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS THE HOLDOWN REQUIREMENTS - ALL HARDWARE TO BE INSTALLED AS PER (SEE PAGE A-200 FOR STRAPPING AND NAILING REQUIREMENTS, MANU. SPEG.'s;MANUFACTURER SUBSTITUTIONS MAY BE MADE WHEN LOAD - _ -_-__ AND ROUGH OPENING FRAMING REQUIREMENTS) CAPACITIES ARE MATCHED "ALL STRAPPING TO BE �4'Ix 20 GAUOE" -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL 5PEGIFICATION, IT APPLIES UNLESS NOTED OTHERWISE *USE IOd NAILS IF STRAPfi IS OVER PLYWOOD; TYP" FOR ALL FASTENER FASTENER SPE HOL_DOWN IAI DESCRIPTION SII C. = - 1 - - - _ -_--_- -J CONNECTION A �� I _ _---_ _ _-- _-- =1 AND QUANTITY I SPACING F J=OUNDATIONSEXIST - - ROOF GE I L I NO FRAM I NO -- ------,'. Irl I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ill _ COMMON NAIL Wo ORED (3) 2x FULL CORNER STUD _." " �~r AT RAFTER TO R I DC E �" 2 2.WOOD 15 ASSUMED To BE DF,#2 a BTR. IN DRY USE RAFTER TO TOP PLATE (TOE-NAIL)- - -- SEE-PAGE A-200 - -- PER-RAFTER- - - HEIGHT STUD CONNECTED TO ,.._.." 2 n SERVICE c - - - -- - -- -- 11------E ill -- ----I------- - - - - -I R.R. CONNECTION: � CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE A-200 PER J015T I TRANSFER SHEAR 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL - - HOEDOWN ANCHOR ® J 2-Ibd COMMON I FOR STRAP d COMMON �� ' • � : • HOLIDENT ES,SET NREIV6MINITIAL EMBER.NSTALLATIOW PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE A-200- III EACH LAP - "SIMPSON" HDQS 1 . - 2 8 l NAILS ® EA. END OF STRAP 7�• 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED LOCATIONS NOTED GOIRNER P05T "�" / ,�+• • • • 5.SEE SECTION b FOR ANY REO'T TO CLINCH THE NAILS(TO CEILING- JOIST LAPS OVER PARTITIONS (PAGE-NAIL) I - q-Ibd COMMON - i'I EACH LAP - ON PLANS 10' O.G. IF BLOCKED C.J./G.TIES COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE A-200 1. PER TIE .�"� TTl G BELOW) END OF THE NAIL TO A q0° ANGLE,SEE �` •• b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END I SECTION 12.4-PLACEMENT OF NAILS d SPIKES a TABLE I„ I I GR 4-1. - - - - -- --- -- - -- -- - - - RIM BOA A - - I - I RD To RAFTER (END NAIL) ,j EACH END I I 2 bd COMMON GONNEGTION BI 52 _ - - - _ _ _ - - - ---- ------ ------------------------------ AT RAFTER TO TOP PLATE TO STUD WALL FRAM I NO HOLDOWN INSTALLATION OPTIONS:. GONNE(::TION: ".�--�'"'�~yam - - -- -- -- ---I ------ -- ----- - -- - -------- - W 52 TOP PLATE TO TOP PLATE (FAGS-NAIL) 2-16d COMMON PER FOOT W FOR NEW P. GONG. FOUND.'s �.�"'� FOR STRAP - 3 8 d COMMON NAILS HOLDOWN CAST IN PLACE H/1/95'4) THREADED ROD EA. END OF 5TRAP: ~ • --- -- -- ---- -- - ---- -- ------ -- - - --------- - FOR EXIST. P. GONG. OR NEWLY CURBED FOUNDS • • SEE WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON JOI5T5 - EA. SIDE _j -7/8"ip THREADED ROD (FIRE-DRILLED) EMBEDDED 12" INTO NOS GEOMETRY EXCEEDS THAT PERMITTED IN ! • _ U J CONCRETE w/ 'SIMPSON" SET (HIGH STRENGTH EPDXY B • • Y • • STUD TO STUD (FACE-NAIL) 2-Ibd COMMON 1 24" O.G. ADHESIVE), d FOR TEMP.'s O°F-40°F USE "SIMPSON" AT SIiMP50N # H2A OR EQUAL) RAFTER TIE HEADER TO HEADER PAGE-NAIL L Q ,•.., MAX. NAILING GRID ABOVE UTILIZE �/ I ( (HIGH STRENGTH ACRYLIC ADHESIVE) "�"``�-....,•"� ( ) 1 � FOR TOENAILING - 3 8 d COMMON NAILS `"' �----- ---- --4 "~`,,,, TOP or BOTTOM PLATE TO STUD (END-NAIL) FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • II O.G. O G EDGES 2-Ill COMMON PER STUD '- FILL TOP 2 COURSES SOLID b CAST IN PLACE HOEDOWN USE SAME • _ i _ _ ' � r4 '� • w/'Y/8"cP THREADED ROD CONNECTION TRAISED G T's "�� "--• I- -- 2-Ibd COMMON -- --PER FOOT ----, n` h FOR G.J. TO R.R. o{ IG, d COMMON NAILS --� 12 ---"_. •" BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, '\ ENDJOI5T, or BLOCKING (FACE-NAIL) - j (WHEN APPLICABLE) FOR EA. PLATE TO STUD ABOVE B OR BELOW AT G.J. TO G.J. CONNECTION: - _.I __d COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAMING NA 11� NCS/STRAP I NCS 111 N�OhI/DOOfi� IA� R CONNECTION DI D2 BLO KING JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAI 4-8d COMMON �I PER JOIST NOTATION: ® EA.BAY --- ---- -- -- ! ----2-8d COMMON --� -------- A- ---- B- NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (3.23B, P. Iq3 -2001) "-" APPLIES BRIDGING TO JOIST (TOE-NAIL) �II; EACH END I II G- NUMBER OF FULL HIEIGHT KING STUDSLS a EA. END OF STiZAPPiN6 (3.7,P. 15'7-2001) 1:1 .�•.....- : • I I --------- - ------- - ----_ -- ------- -------- -� - ® EA. SIDE OF HEADER (3.230, P. Iq3 - ALTERNATE�.23D, PG. Iq4 -2001) APPLIES -" • ► AT 57UD TO FLOOR ASSEMBLY TO SILL BLOCKING TO JOIST (TOE-NAIL) - 2-Sd COMMON EACH END 41- } _ PLATES) CONNECTION: D2 BLOCKING TO SILL or -- ----- `- -- - - --- --- -- --- - l ND OF HEADER a EA. I TO EER OF JACK STUDS ® EIA. END OF HEADER R322F P1q�2001 - -- - � A --I 5-16d COMMON I EACH BLOCK D E- NUMB ( ) 3 8 TOP PLATE (TOE-NAIL) --- --- --------- - - - ----- D NUMBER D- DT OG D G T 4 I F- NUMBER OF 16d NAILS,END-NAILED THROUGH ADJACENT JACK 5TUD o FOR STRAP - d COMMON NAILS ® EA. ~ ---- - ------ -- • - -- --------- ------ (3b, ---- - -, LEDGER STRIP TO BEAM (FACE-NAIL) 5-Ibd COMMON EACH JOIST G To END WORKSHEET 11DE (DOES NOT APPLY TO DOORS) 1��I �:. o END OF STRAP (WRAP STRAP UNDER SILL PL.) � � `_--.--_--__--- I l� � II JOIST ON LEDGER TO BEAM (TOE-NAIL) 3 Sd COMMON ----,II- PER JOIST--- -----' 2 IS E FOP f A. PLATE TO STUD ABOVE OR BELOW _16-- al COMMON NAILS - - ------ - - - - I I _ BAND JOIST - 3 Ibd COMMON PER JOIST FASTENING SCHEDULE B T TO JOIST (END NAIL) �� I 111 SII -F III ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ALTERNATE CONFIGURATION - ABOVE STUD TO � I A -._._.-_----.-----___. -- --{I�__ _.-- [IN ACCORDANCE WITH WOOD FRAME FLOOR CONNE'TION W/ # LPT4 51MP50N (OR i 5TRAP w/(3) - (TOE-NAIL)- 2-Ibd COMMON PER FOOT I „ CONSTRUCTION MANUAL2001 EDITION ' BAND JOIST TO SILL or TOP PLATE '� "....,.,,"a• " 8d NAILS® EA.END A� S T ANDARD/ALTERNATE EQUAL) © PLATFORM TO SILL PLATES " OF EA.STRAP To I , -- - I , EA.JOIST-(FOR ----- -- - - I I ' I I _ >�oTAT1o>v 11 MPSo�:�) ---ROOF SHEATH I NO - - - - A B G D E F G '- STRUCTURAL PANELS: (SEE ALSO GRAPHIC - - -- ROUGH Sd COMMON EDGE / 12" FIELD INTERIOR ZONE THIS SECTION) t „ j OPNG - PERIMETER ZONE Sd COMMON 6 EDGE / 12 FIELD I I - I � 2 I I I I (4" O.G. ® GABLE I. RAKE=O.H.) 2-° �I 1 NA I h I NO PATTERNS FOR S I �E LOADED BEA1�CS (I� . FLUSH 5EA1�S) j 1 REQUIRES SILL PLATE OF I 2 2 4-° -- 4 - - 2 2 GE I L I NO SHEATH I NO ! u " � I ,', III I I 3 I 3 I _. - - - - ---_- _. - - - -__-_-- __.-_- -__- 6-o"- - - -I --5 I 3 3 - - - I- --- 2x I - ----- - - --- -- - -- - 1L --- -_ - - GYPSUM WALLBOARD 5d COOLERS 7' EDGE / IIO FIELD REQUIRES 3 2 xl2 HDR MIN. I I' 8-O -- 7 4 4 4 I 11 FASTENING RECOMMENDATIONS FOR SIDE-LOADED, 2- 3 MULTIPLE-PIECE MEMBERS - WA LL--N H I - - - - BOLTED' I I I LED - 1 - 2 a 6" '1 2 RO SV 2 BOLTS TWO Rows 12"O.G. THREE ROWS 12"o.c. STRUCTURAL PANELS -- - 8d COMMON 2o�or olr6ia 11' scROOM olrbi� eoL " b" EDGE / 12" FIELD H - -- - ----- - - I - - 0 12 o.c. 1 Orr 0 12 o.c. o b o.c. I� --- 5d COOLERS - - �, � EDGE / 10 FIELD 0 12 O.C.o.c. GYPSUM WALLBOARD ,l - J- I I I AS NOTED IN NOTES -1ff 8 - FLOOR SHEATH I NO (SUBFLOOR) - J� J� I `� /' G BEAM SELECTION w/ STD. NAILING TWO ROWS 24"O.G.STAGGERED TWO ROWS b"O.G. I A N I I O R BOL I SFE � G A� ONS STRUCTURAL PANELS: i I w I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDG,ES - - i or LESS II ~ 1 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" IOd COMMON I' 611 EDGE / 611"FIELD - _ GREATER THAN I I Sd COMMON 6 EDGE / 12 FIELD - I I I - 1 - - - -- b"-12" SPEGIFIGATION (WFGM TABLES 3.2A 8 3.28, P. I I2) FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROL'G,H THE PULL -- THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. 1 -- CORNER - - - - - - > sq" - CONDITION FOR ALL STRUCTURES: S.sTASFiEER EACH ROH OF FASTENERS BY 12". W 5�5"4) ANCHOR BOLTS ® 3Q" O.G. 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING,15 FROM EACH SIDE. I • • • 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO OVERLAID ROO� BOTH SIDE OF THE MEMBER. 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIP-ED 4 FALSE YALLEY5 - ;fl FOR 4"O.G.NAIL 5PAGIN0. NOTES: 5TD,NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: " 'T.2 ROWS OF Ili COMMON NAILS(12"O.G)FOR DEPTHS 12"OR LEES I. MIN. 'i EMBEDMENT INTO CONCRETE W 5" SQUARE WASHERS AND END NUT SETUP; 5.s ROWS OF Ibd COMMON NAILS(12"O.C�FOR DEPTHS OF 14',16"e Ib STRAPPING,w/ LJ END 4 Sd NAILS CONDITION 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL ® EA.END ® R.R. n TOP TWO COURSES SOLID BULL WIDTH i 2"x'IBLOGKIN Z 'D 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS I1 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" �A FROM ENDS AND CORNERS (TWO ® CORNERS) (SEE DIAGRAM TO LEFT) DRILL O INTO ROOF DECK FOR STRAPPING, INSTL. �_ ------ -- i R.R.BEER NEN PROJECT: _� GABLE ENDWALL NEW R.R.SET 14 CAT I ONS r 4. COORDINATE w/ HOEDOWN LO �� I N� �� 1 LATE BRAG I NO/STRAi�P I NO Toe NAILS '• II !, REITER NOTED CONT.BLOCKING _- --- -- --- SPIKED TO R.R.'s FOR RAKES 12"OR j TOP PLATE -- _ BLOCKING 2 RESIDENCE LE55 PROVIDE SPLICE -} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® BLOCKING,m 12" O.C. ! ALIGN NEW 4 EX. LENGTH I FOR WIND - EXP05URE5 Bir, - FOR WIND - EXPOSURES 540 - 4'-O" O.G. TO AGHEIVE RAKE O.H. R.R.AS SHOWN ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF _ j PLAN VIEW BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLIGE'��- NOTE: SIMILAR# 'SHED' 2650 WICKHAIVI DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) ROOF,R.R. IN LINE AVENUE - -- - &d STRAP . (D MATTITUCK N.Y. 11952 I I I 12'-O" 2'-O"/2'-6° 12'-0" 3'-O" 8d NAILS EA. END I OF EA. STRAP I6'-O" 4'-0" ATTIC MECHANICAL CONNECTIONS: DRAWING TITLE: _ HOLDOWN ANCHOR BOLT -- - 51-01, BLOCKING, 2 B I. ALL MECHANICAL CONNECTIONS SPECIFIED A5 s , AY5 "SIMPSON" MAY BE SUBSTITUTED WITH AN STRAPPING & 201-O _ _ , BACK ® 4'-0' O.G. APPROVED EQUAL PRODUCT. .24--0" 4' O"/5'-0" 24'-0" b O 2. THE SUBSTITUTION SHA M NAILING DETAILS LL MEET ALL OF THE - - MINIMUM CRITERIA SPECIFIED BY 'SIMPSON" FASTENING SCHEDULE MANUFACTURER. 251-0115-O"/h'-3" 28'-O ?-O" 3. ALL LOADING CAPACITIES SHALL MATCH /q I rX,AGTLY OR EXCEED VALUES INDICATED IN 32'-O" 6'-0"/ 1'-'0" 52'-O" 8'-O" SECOND FLOOR 9 "SIMPSON" PRODUCT LITERATURE. THERE MAY -- -- - --- - -; w BE SEVERAL LOADING VALUES, CONTRACTOR PAGE: 36'-O" I'-O"/B'-q" 36'-O" q'-O" SHALL CONTACT ARCHITECT IF ANY LOADING I.TABULATED SPLICE LENGTHS A55UME TOP PLATE-TO-TOP PLATE ____ - _-_ -- _ VALUES ARE LESS THAN WHAT 15 SPECIFIED BY CONNECTION USING 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE "SIMP50N" LENGTHS,THE NAIL SPACING,SHALL BE REDUCED IN ORDER TO 40'-0" 8'-0"/10'-0" 40'-O" 11'-O" PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYSIX 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT ---- BACK ® 4'-O" O.G. DIPPED GALVANIZED IN EXPOSURE B 13'-O" 5. INSTALLATION PROCEDURES SHALL ALWAYS BE 2.TABULATED SPLICE LEN6TH5 ASSUME A BUILDING LOCATED 501-01, 10 0'/12'-6" 50-O 1I -- - - -----I, TYP. STRAP w/(3) CARRIED OUT AS PER MANUFACTURER Sd NAILS EA. END SPECIFICATIONS OF THE PRODUCT BEING 3.TABULATED SPLICE LENGTHS ARE BASED ON 6 FOOT WALL 60-O 12'-O /15-O' 601-011161-01. OF EA. STRAP INSTALLED. (5HTS FOR OTHER KALL H1715111-5,H,THE TABULATED UNIT 1 POLOADS SHALL ALTERNAT VE wALELMH6HT5 MULTI THE ABOVE TO'-O" 14-O 70-O 6. ALL FASTENING CRITERIA SHALL BE CARRIED DATE: t0/29/18 j FIRST FLOOR 30F14 ' I Iq'-O" I OUT AS PER MANUFACTURER SPEGIFIGATIONS NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR - ---- -- OF THE PRODUCT BEING INSTALLED ---- --- (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): I � 1 7. VARIATIONS IN CONNECTOR CONFIGURATION I 80-O Ill 22-O q'WALL - 1.125 --_ SHALL BE APPROVED BY ARCHITECT lo'WALL- 1.25 BLOCKING 2 BAYS 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" II'WALL - 1.3"15 THI5 COLUMN w/MULTIPLIER BACK ® 4'-O" O.G. TOP MOUNTED BEAM HANGER SHALL BE 12WALL - 1.5 FOR lo'-o" WALL ALLOWED TO BE SUBSTITUTED WITH A TOP 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MOUNTED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. R . , MISCELLANEOUS FRAM I NC GRAPH I GS I,�I I/� (THAT EXCEED FRAMING STANDARDS, IT 15 REG-D FOR FRAMER TO HAVE A ADDITIONAL Ota I AL }�I07ES I$ 5FE� F I C AT 1 (--) I ; F REE3L®CX I NO FOR PLATFORM Y`FOOD FRAM I I 0 WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK !� I�l I `� - �I`l _ (FOR ENC INEERED LUMBER Do. WOOD I-.JOISTS] SEE MANU. SPEG.15 FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BLOC,KINC UNDER LOAD BEARING WALL I-JOISTS _ I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE'5ERVES NON-LOAD BEARING WALL OFFSET FROM SUPPORT I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THIS SECTION, THE GOVERNING AS FIRE-STOPPING. BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST STUDS STUD CODE EVALUATION REPORT 1 - II SERVES AS FIRE5LOPPIN6. 5UBFLOOR SUBFLOOR NOTCHING AND BORING OF SOLID SAWN RAFTERS 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE PLATE SERVE AS FIRESTOPPING. SOLE PLATE NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE ! " „ 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE SOLE PLATE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL RAFTER DEPTH. WHERE NOTCHES ! i' n JOIST SERVES AS FIRESTOPPIN5. ARE MADE AT SUPPORTS THEY SHALL NOT EXCEED ONE-FCRTH THE ACTUAL RAFTER DEPTH. I' ! j I I- rl 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING BORED HOLES ARE LIMITED IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND I 1 THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. OR OF NONCOM-BUSTIBLE FILL. II 1 , I '• I I III ;I' ;r�I�= � b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE NOTCHING AND BORING OF STUDS I, AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN I - NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD JOISTS SERVE A5 FIRESTQPPING. , JOIST MAXIMUM OFFSET OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF THE STUD LENGTH SHALL NOT _ -I II ___. 7. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND JOIST DEPTH, d EXCEED 25% OF THE ACTUAL DEPTH. BORED HOLES SHALL NOT EXCEED 4015 OF THE ACTUAL Il i; 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS STUD DEPTH AND THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF 4 Il �I� .I I I !, t-_ SERVE A5 FIRESTOPPING. MATCHED SIZE OF BLOCKING UNDER FIRESTOPPING AND c_ 1 - THE STUD. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROS.. SECTION = 5 NON-LOADBEARING PARTITIONS ® 52" O.G. BLOCKING STUD 8. THE HEADER SERVES AS FIRE-STOPPING. - - I q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL DOUBLE PLATE II' II II q BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO -- --- STRINGER TO SERVE AS FIRESTOPPING. 1 _- CEILING BRACING GANTILEVERED FLOOR GABLE ENDWALL M. MATERIALS STANDARDS A v M IA - -- 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR a W THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE OF Y M A I ER L i ,--STUD OR METHOD OF CONSTRUCTION NOT SPECIFICALLY PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN FRAMING SHALL BE FIRE5TOPPED AT THE BOTTOM WITH 2 - APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL 2"x4° coNrlNuous GABLE END AND THE AUTHORITY HAVING JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTI!�G BY AN 1 HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH F- SUBFLOOR SOLE PLATE LATERAL BRACE® b'O.C. T�55 APPROVED AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER 5TRUGTURAL I I FIRE5TOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF U 2) IOd NAILS TRUSS OR SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE SHALL BE DEEMED TO CONFORM` TO THE h-'EaUIREi✓ENTS l THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING w c.J. OF THI5 DOCUMENT ( THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMFRICAN Y100D AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPIN5 SHALL BE V COUNCIL'S WFCM WOOD FRAME CONSTRUCTION MANUAL AND THIS P D FORMAT, I LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED = J A5 APPLICABLE AS A DERIVED WORK ). AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL O J 10) 6d PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON NAILS -LOCATIONS REGUIRUN6 FIRE5TOPPING- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE Q M I IDENTIFICATION AS FIRE5TOPPING. ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, PREFABRICATED WOOD I-J015 i S, STRUCTURAL �i I I < FIRE- WOOD FIRE5TOPPIN6 FIRESTOPPIN6 COMPOSITE LUMBER, PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND _T'rcUGTLrRAL PAN.cL�, sroPPIN6 FIRE- SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING RULES SPECIFIED IN M.! THe.OUGH Mli.&. sroPPIN6 FIRE- FIRE- SOLE STOPPING STOPPING � 5d COOLER NAILS a 10" O.c. M 1.1 LUMBER`'' JOIST BAND JOIST `"`'� 2"x4" BLOCK NAILED TO EA.BRACE ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES INCLUDING END-JOINTED AND EDr.�'E-GLUED LUMBER, BLOCKING w/(4) 10d NAILS ,_ vERrICAL 20 a.STRAP SHALL BE IDENTIFIED BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY WHISH PARTICIPATES FIRESTOPPIN5 WHEN "•w,,. O 9 r-- A N` 1 _ AN ACCREDITATION PROGRAM SUCH AS THE AMERICAN LUMBER STANDARDS Go MI • 11=E OR EQU ✓ALENT. C.oVERIN6 Is APPLIED GYPSUM BOARD IN PPL STUD THE GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR INSIGNIA OF THE GRADING AGENCY WHICH TO UNDERSIDE OF ~ DOUBLE PLATE N * 5d COOLER NAILS® 10" O.G. (10)£NDWALL 5TUD5 COMPLIES WITH THE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. LOCATION I LOCATION 2 LOCATION 3 JOISTS b' LOCATION 4 JOIST SHALL BE LOCATED DIRECTLY • DENOTES ALT.FOR USE OF DRYWALL SCREWS OVER STUDS, UNLE55 TOP PLATE 15 4" a EDGE/ 12" • FIELD FULLY BLOCKED M 1.2 GLUED LAMINATED TIMBERS 5 NONCOMBU5TIBLE ALTERNATE LOCATION DE516NED TO CARRY THE LOAD 5011;Ews#6 - VW TYPE w OR 5 GLUED LAMINATED TIMBERS SHALL MEET THE PROVISIONS OF ANSI/ALTO A 1 10.1 STRUCTURAL GLUED SOLE FIRE5TOPPIN6 of GIRDER LAMINATED TIMBERS. FIRESTOPPIN6 HOODFIRESTOPPIN6 OVERLAID ROOF M 1.5 PREFABRICATED WOOD I-JOISTS LOCATION 5 LOCATION 6 INTERIOR STUD DETAIL ATTACHMENT @ VALLEY ASSEMBLIES USING PREFABRICATED WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING STRUCTURAL CAPACITIES OF PREFABRICATED l 2"SPACE Nor WOOD I-JOISTS, THIS DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENT5 AS To BE FILLED p NONGOMBU riBLE FIRESroPPIN6 SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. F1REsroPPIN6 APPROX.I INCH THICK o STRAPPING w/ Fft I 4 8d NAILS M 1.4 STRUCTURAL COMPOSITE LUMBER CATION 7 FULL WIDTH ® £A.END® R.R. SINGLE MEMBERS OR A55EMBLIES USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THS PROVISIONS OF LO 2"x BLOCKING Z ASTM P5456 STANDARD SPECIFICATION FOR EVALUATION Oi- STRUCTURAL COMPOSITE LUMBER PRODUCT5, O THI5 DOGUMEN, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE FIRE5TOPPIN6 11 pill 14 iI MANUFACTURER'S CODE EVALUATION REPORT. LOCATION 8 LOCATION q v LOCATION 10 111 M 1.5 PREFABRICATED WOOD TRUSSES I I DRILL 2"0 INTO ROOF ASSEMBLIES USING PREFABRICATED WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE I TOP PLATE DECK FOR 5TRAPPIN6 IN5TL. GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN ANSI/TPI I NA71ONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, OR NEW R.R.BEXI5TOR NTERSEGTI ON DETAIL- OR THE MANUFACTURER 5 CODE EVALUATION REPORT. i , NEW R.R.SET w/ i N,R TOP PLATE LAPS SPIKED TO R.R.'s GYPS M MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MEET THE PROVISIONS OF ASTM C55 G - -- - -- - - -- riONTI I�IUOUS BUILT-UF OI RDER�S' THREE OR MORE SUFFORTS 4 lOd 'E,IN� LOYNER TOE NAILS NOTED CONT.$LOCKING - -- -- - , TOP PLATE SPECIFICATION FOR GYPSUM WALLBOARD, ASTM 657 SPECIFICATION FOR GYPSUM LATH, Cr< G7A5Ttw' c CONNECTION PATTERN SCHEDULE IIoN sH 4 EX SPECIFICATION FOR GYPSUM SHEATHING BDARD. - _ - - 1-= __-__ __ _- _- - _-- _ 1 BETWEEN 1/6 M 1.7 HARDBOARD 41/4 of A CONNECTION HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL MEET THE PROVISIONS OF ANS!/AHA A135.4 BA51C. DESCRIPTION - -- - - J ASSEMBLY REQUIREMENT5: PLAN VIEW PATTERN I'I HARDBOARD OF ANSI/AHA AL55.6 HARDBOARD SIDING. IWHEN GIRDER5 MADE UP OF JOISTS NAILED TOGETHER NOTE: SIMILAR a 'SHED' A II(2)ROW5 10d NAILS a 12"O.G. MAX.32° P SIDE BY 51DE ARE CONTINUOUS OVER THREE OR MORE ROOF,R.R. IN LINESUPPORTS, JOINTS ARE TO BE LOCATED BETNEEN ONE M 1.8.1 PLYWOOD IN PANELS a (3)ROW5 10d NAILS a 12"O.C. - - I', P N XTH AND ONE QUARTER THE SPAN LE G H FROM AN r , TERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE PROVISIONS OF I G l2)ROWS I/2° m BOLTS• 12"O.G.STAGGERED; - NOR MORE THAN ONE THIRD THE TOTAL NUMBER ARE Z P D _ _ iDBL.• ENDS - TWO PIECE INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 2 ( S2) GENERAL. REGU I REMENTS FOR GENERAL REGU I REMENTS FOR U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I (PS I) CONSTRUCTION AND - J' TO INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS � (2)ROWSI/2" mBOLTS• Ib"O.G. BUILT UP6IRDER � MAX.32" NAILBINGOINTED ON THE SAME SIDE OF THE SUPPORT. � I I I PERFORE STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE EVALUATION RFPORT5. -_ --1;=- --- - - C ;I E (2)ROWS I/2" m BOLTS o 24"O.G. TWO-PIECE GIRDER5 ARE TO BE NAILED FROM ONE SIDE v - - - -_-_- - BETWE>N 1/6 u WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, - -r -- -- --- ----- MAIN MEMBER M 1.8.2 SII � ` yo• (2)ROWS 3-3/8"TRUSSLOGK SCREWS a 12"O.G. b 1/4 OF A i O - sGREwED oN(U SIDE OF MEMBER-- - OTHERS STAGGERED WITH A DISTANCE OF 16 INCHES w -I ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND BOARD OR ,AAFERB ARD F USED IN STRUCTURAL IONS SHALL MEET THE PROVISIONS OF U.S. DEPARTMENT OF GORN;MERc,E VCLUN I ARY (2)ROyB 3-3/a°TRU55LOGK SCREWS® Ib"O.C. I p BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE F- 6 To BE NAILED FROM EACH SIDE w/ lod NAILS, TWO NEAR (2)ROWS 3 3/8'TRU55LOGK SCREWS® 24 oc. EACH END OF EACH JOIST, OTHERS STAGGERED w/ A 30" � STRUCTURALPRODUCT - USEPANELS OR APPLICABLE CODEEVALUATIONEVALUATUNTARY RIOND REPORTS.UCT ARD FOR WOOD-F3ASED SCREWED ON(I)SIDE OF MEMBER _ � II I MEMBERS DIAM.X s -' H 5GREl^ED ON(U SIDE of MEMBER ! DISTANCE OF 52" BETWEEN NAILS IN A HORIZONTAL LINE. M 1.8.5 PARTICLEBOARD - - (2)ROWS 5"TRUSSLOGK SCREWS• 12"O.G. T UPI6IRDER MAX.32" W - I. NAILS SHALL BE DRIVEN PERPENDICULAR TO PARTICLEBOARD USED IN STRUCTURAL APPLICATIONS SHALL CONFORM TO AN51 A208.1 SCREWED ON BOTH SIDE OF MEMBER P THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS THE MEMBER, STRAIGHT THROUGH AND BENT OVER I. TOE-NAIL5 SHALL BE DRIVEN ® AN ANGLE OF AND ANY REQUIREMENT5 AS SET FORTH IN THE MANUFAGTURER'5 CODE EVALUATION REPORT. (2)Rows 5"7RU55LOGK SCR WS a I6"Q.C. ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING A MIN. OF (5) NAIL DIAM.'5 AT A 110* ANGLE APPROX. 30° w/ THE MAIN MEMBER E STARTED APPROX. j K scREWED ON BOTH SIDE of MEMBER - INTERMIDIATE JOINTS, AND w/ THE OTHERS 5TA55ERED W/' THE LENGTH OF THE NAIL FROM THE MEMBER END, M 1.8.4 FIBERBOARD L (2)Rows 5"TR155LOCK SCR WS a 24"O.G. BETWEEN 1/6 A DISTANCE OF NOT MORE THAN 52" BETWEEN NAILS IN A AS SHOWN ABOVE FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE PROVISIONS OF scRewEv ON BOTH SIDE of MEMBER a 1/4 of A HORIZONTAL LINE. 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN AN51/AHA AIQ4.1 CELLULOSIC FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR CELLULOSIC MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST FIBER INSULATING BOARD. N.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON P FOUR-PIECE CIDERS ARE TO BE ASSEMLED A5 SHOWN, AND 51X TIMES THE DIAM. OF THE NAIL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER NAILED W/ 20d NAILS AS SPECIFIED FOR THE THREE-PIEG'E M 1.&.5 s CONNECTION PATTERN 'B'WHEN 10"OR LARGER P• GIRDER. 5. TO AVOID SPLITTING,NO MORE THAN 2 TOE NAILS SHALL STRUCTURAL PANEL SIDING 5TRUGTURAL PANEL SIDING USED IN STRUCTURAL APPLICATIONS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST � CT r /F5- 1 2.WHEN 5GREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE MEET THE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY RODUG T I ANw.A.2.D ! , a ), OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER ANCHORING: WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS THE GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENT5 A5 SET FORTH IN A.PPi_.!CA5LE GORE GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, IN EA. SIDE WHEN FASTENED To A 2"xb" TOP PLATE. EVALUATION REPORTS. NAILED TO WOOD P05T5 OR BOLTED TO STEEL COLUMNS. �V.` . GHIM. CHASE SECURING @ STD. SIDE WALL M 2.2 FASTENERS AND CONNECTORS ALL FASTENERS AND CONNECTORS SHALL CONFORM TO THE 57A.NDARD5 SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. 4- M 2.2.1 BOLTS ABBREV I AT INNS BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 5QUARE AND HEX BOLTS AND SGREW5 (INCH SERIES). PROJECT: NOTE: (SIM. ® CHASE WITHIN PLANE OF ROOF M 2.2.2 LAG SCREWS - - H/ STUDS TO ATTIC FLOOR b BLWO TO LAG 50REW5 OR LAG BOLTS SHALL COMPLY WITH ANSI/ ASME 818BB .2.1 5QUARE AND III ABBREVIATIONS �K KIPS(l000 LBS) T R/L SIDES w/STRAPPING TO R/L SIDES) REITER E HEX BOLTS AND SGREW5 (INCH SERIES). - - - MANU.SPEC.'S MANUfi ACTUR-R'S SPECIFICATIONS JBOARD --- I MAX. MAXIMUM 1L N W M 2.2.3 TRUSS METAL CONNECTOR PLATESBFE II BAeE FLOOD ELEVATION - _- TOP PLATE ® O J[0 - ----- - MECH. MECHANICAL RESIDENCE GHIM. CHASE WALL V z v AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, THE GOVERNING IBM - BEAM- - MIN' MINIMUM d TRU55 METAL CONNECTOR PLATES SHALL MEET THE REQUIREMENT5 OF BLDG. Bu1Lv1NG '* BUILDING CODE, AND ANY ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER S CODE EVALUATION REPORTS. - NAvvaB NORTH AMERICAN VERTICAL DATUM of w88 BOT.0. I BOTTOM BOTTOM OF - - _ z Q METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND GAGE ARE SPECIFIED MINIMUM B.O.H. lsorrort of HALL - - ^ - ---'-`-u-/�--p-/--/�-`-'--- ^� NYG SG NEW YORK CITY BUILDING CODE 2V5O WICf\flf11Y1 AVENUE ENE O W O G. ON CENTER 3 IV W I- -- _' I --- OCG. OCCUPANCY ASTM A655, STRUCTURAL QUALITY, GRADE 55 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL MEET THE f MATTITUCK N.Y. 11952 - - Q?Q REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE - PBFE PRELIMINARY BASE FLDOD ELEVATION ROOF Q DBL. - O W DOUBLE P.GONG. POURED CONCRETE 0 G GE N6 O 5T z MANUFACTURERS GODS EVALUATION REPORTS. DIMENSION I PL PLATE DRAWING TITLE: M 2.25 NA I DIM. _ - -= zE Lu NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD SPECIFICATION FOR DRIVEN FASTENERS: D.J. DECK JOSTSD ELEVATION -- PLYWD. PLl wOOD O - - _`- _ - J � N ---- 1�' P.7. I PRESSURE TREATED Q NAILS, SPIKES, AND STAPLES. - - - I' - - REa'D BLOCKING -- --_- - - - - -= ADDITIONAL NOTES DETAILS TO a EA. w/STRAPPING - - r EQUIP. EGIUIPMENT _-z M 2.2.6 PNEUMATIC NAILS AND STAPLES _ ELEVATIONSc SPECIFICATIONS H W -G -_ -- -- -- RI RISERXIL � r ELEV. THE FIRST FL. ® PNEUMATIC NAILS AND STAPLES SHALL MEET THE REQUIREMENT5 OF THE _--- --_-' _- -. -- _,_------_ . -_---- __-_ __- iI RM. Room ® E.A. LEVEL ABOVE N EXIST. EXISTING R.R. - = ROOF RAFTER EVALUATION REPORTS. ExT EXTERIOR - B - = FLoOR/GL6. GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S CODE F A I FRESH AIR INTAKE TL. STEEL SGREW5 SHSMART VENT AL18.6.1 WOODSGREWS (INCH SERIES). F.A.V. - _-11 FRESH AIR VENT _-- - - TBD To BE DETERMINED - - FA L COMPLY WITH ANSI/ASME B R FLOOR AREA RATIO PAGE: -' 6L. TEMPERED 6LA55 - J FF FINISHED FLOOR - __ -J tHK. THICK II FF ELEV FIRST FLOOR ELEVATION _ T.O.W. - -J -- _ -- TOP OF WALL J SIDE VIEW FLAN VIEW -- -- 0 0 Tr TREAD Is FRGS II;FLOOD RESISTANT CONSTRUCTION ELEVATION !TVP.- TYPICAL - lI FR. FRAME FRPR FIREPROOF - _ ---- ----- - - -' II U.O.N. UNLE55 OTHERWISE NOTED p GYP.BD I6YPSUM BOARD -. _ - VERIFY IN FIELD =-- DATE: 10/29/10 4 OF 14 - - , I V.LF. ' I w/ WITH I HDR IIHOLD HEADER -- -- -- 11 jl WD.` WOOD -- -- -- n - - - ---- - - -- - II ZR ZONING RESOLUTION HN6R MANGE__ -6 R I IN5UL. INSULATION INT. iIINTERIOR 6 I 004 so„ / 1 U r W 1 z � 1 0 / -A ' Lu OL a� I I I 1 LOT COVERAGE PROP05ED 4 I3 1 SUFFOLK COUNTY TAX LOT NO. 1000-139-3-'T - - s C ADDITION EGET' q = .V. ,-.._ -_ - i ' I %-LOT DESCRIPTION (ZONE R-40) AREA COVERAGE a /$2 22.3' 2'>.3'PROPOSED TOTAL LOT AREA 27045,0 S.F. i FRAME DECK 25.0' O O EXISTING HOUSE 2,82?.0 S.F. 11 10.2% 1,133.4 S.F. -" 4.1% - I i PROPOSED ADDITIONS(COVERED 1 AREA) PROPOSED DECKS 386.3 S.F. 1.4% ' 25.8' � r I, PROPOSED RAMPS 272.0 S.F. 1.05K TOTAL AREA OF ALL STRUCTURES 46181 S.F. ' MAXIMUM GO ERAGEALLOED - 20K 1 EX I ST. I STRY � "0 FRAME HOUSE SITE LAYOUT NOTES: m PROPOSED I. THI5 15 AN ARGHITEGT5 SITE PLAN 3 15 5ARA5E 5U0JEGT TO VERIFICATION BY A LICENSED j jp SURVEYOR. THE INFORMATION — REPRESENTED ON THI5 51TE PLAN 15 TO THE NEW, ARCHITEGT'5 BEST OF KNOWLEDGE. PROPOSED [A.C.. 2.SURVEY INFORMATION WAS OBTAINED m DORMER I FROM A SURVEY DATED NOVEMBER-1,201-1 AND PREPARED BY: z 25b, A.C. JOHN G.EHLERS - 6 EAST MAIN STREET EXIST. RIVERHEAD,N.Y. 11,701 OU -�3 - PROPOSED GEN. TELEPHONE: (631) 36a 8288 COVERED DECK 1 w j i 1 � ip PROPOSED NOTE: O _ DORMER IED A5 REOUIRED BY SOUTHOLD - --- -- -- -- -- 51TE PROTEGTION/51LT FENCING TO BE INSTALL TOWN. -- ii J Vi N�[ N p W PROPOSED. -PROPOSED p�U LO I DORMER DORMER O IL co 1 22 3' 1 ; 4 1 I 1 • PROPOSED ASPHALT DRIVEWAY PROJECT: '...: „ REGONFIOURATION . = m m 1 REITER RESIDENCE DERI CE 1 2650 WICKHAM AVENUE MATT T UCK N.Y. 11 952 DRAWING TITLE: SITE PLAN _ _ _ _ _______ r _ _ _ o 4'4� PROJECT INFO; ZONING CHART NI-7055140''E 16)Lao N� 3 PAGE: • s �[:A :E`. `•.. .'' :. ` :,` ' `_..' . ... ;= '': . . III I ; DATE: 10 29/18 8 5 OF 14 AR:GH I TEGTURAL S I TE: FLAN 50ALE: 1" = 10'-0" 1/� IG <HAI",,� A ti :.. . .. , r I, I I I ! � W I ! � U LILI I - _ !c sn' �7-: /ED III I I II II � w I I I I,I I I I I I i' II I I 4iI LrE i - I I - ---- --— --- : : II II I, I II I I I I I II i I I I I j I I i I I I ! II I I I I I li I I I W , U ! I �I i -r - r I I Lij ---- 1I I w I E: :-TR:_ C,EIL'I;G F Eh ic-/Ef' I ! " Ii Ii I j j /FD I I I 1 I II PROJECT: I I E �Tlr�_� ( i I lr��,,•I, 70 F-E- ;,'D Ic /1_7, h, ILD REITER RESIDENCE 2650 WICKHAM AVENUE MATTITUCK N.Y. 11952 DRAWING TITLE: FIRST FLOOR PLAN - DEMOLITION DEMOLITION 'PLANS 5GALE: 1/4" PAGE: 0 [6)" M 10 0 DATE: 10/29/18 6 OF 14 NEW CMU BLOCK WALL O NEW 18"xl2" DEEP CONT. 6, POURED GONG. FOOTING NEW (2) 2"x8" NEW (2) 2"x8NEW (2) 2' - - NEW IS"xl2" DEEP CONT. P.T. BEAM P.T. BEAM P.T. BEAM POURED GONG. FOOTING w U w U DRILL b - O i0 dJ EPDXY PIN NEW NEW 8" 0 GONG. x = x= `fl iV Q PROPOSED cV FOOTING5 INTO _ COLUMN 6 21.5" (P® CRAWL ® EXIST. FOOTING �v BELL FOOTING SPACE `ri cV Q O DRILL 8 EPDXY PIN NEW i c 6 FOOTIN05 INTO EXIST. FOOTING z PROVIDE UP 12 I ACCESS � NEW (5) 2"x6" NEW (3) 2"x8" v NEW (3) 2"x8" v W F.T. BEAM P.T. BEAM P.T. BEAM , -J 3-O -O W NEW 24"x24" DEEP CONT. r = J POURED GONG. FOOTING EXIST. (5) 2"x10" BEAM - - - - _EXIST. (3) 2 xl0" BEAM NEW 2"xb" H P.T. D.J. ® I6 O.G. L TYPICAL EDGER BOARD ® E � i, XT. DECK: (TYPJ � I. I 2"x8 P.T. BD. - - O X> ►' -Mo SEE TYP. i0 a , I , 2. SECURED w/(2) 5/8" � x 5" LONG H.D. GAL. LAG �> ER NOTE i3 r LEDG BOLTS ® I6 O.G. 1 = - IQ cV r 5. INSTALL H.D. GALV. J015T HANGERS BY 'SIMPSON' (OR ~ NEW 8" 0 GONG. = Q EQUAL) tL d COLUMN d 21.5" I,m 4. PROVIDE FLA5HING TUCKED UNDERNEATH 51DINO d - K SELL FOOTING ! IUP BENT OVER TOP EDGE OF LEDGER BD. Q ~ 5. SEE NOTED DETAIL - cv Lu to z NEW 2"xb t1 4 PROVIDE 6" P.T. D.J. w ® I6 O.G. GHIM. Q' z i POURED GONG. I ci iw -O" SLAB W/ i(1(D — 6x6 B-10x10 W.W.M. ,_ ,� I m 2-O" 5 5 I ! p EN GE OFV BETSLAG UPPER EXIST. (3) 2'x10' BEAM I _ _ _ i EXIST. (5) 2 xl0" BEAM - - O _ _e ®_ ro � _ _ _ E) m N SECURED IN =� EXIST. (5) 2"x10" BEAM PLACE DURING EXIST. (3) 2"x10" BEAM POUR NEW 4" 0 STEEL COL. I u TYPICAL LEDGER BOARD ® EXT. DECK(TYP.) to w w j D- 2. SECURED w/(2) 5/3" R x 5" LONG H.D. GAL. LAG QI ) QI BOLTS ® 16" O.G. 5. INSTALL H.D. GALV. J015T HANGERS BY '51MP50N' (OR = EQUAL) tU- 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 8 (LI BENT OVER TOP EDGE OF LEDGER BD. J 5. SEE NOTED DETAIL I� J POST ABOVE POST ABOVE m O I I i I POCKET BEAM INTO N FOUNDATION WALL 0.iNl: ? O� p r ccilo m w NEW 24"x24" DEEP GOVT. NEW 2"x3" F.J. _-A NEW 2"x3" F.J. ( 2 POURED GONG. FOOTING DRILL d EPDXY PIN NEW tt ® Ib" O.G. J ® I6" O.G. j FOOTING INTO EXIST. 00TINO r r x �V NEW (5) 2"x3" NEW (5) 2"x3" U NEW P. GONG. w P.T. BEAM _ _ P.T. BEAM _ --- - -�---� —} - - -- - -- --- NEW 24"x24"x18 ZIO ��_ i - - ----- - ---- - ----- POURED GONG. ry I w a q'-2" q'-2" tii -- - -- - — PAD FTG. d`2' 0"�I Z F— O � ! I NEW 8" 4) GONG XI - - = I COLUMN d 21.5' E S SPACE 5'-5° N Z BELL FOOTING > GONG. APRON 10'-6" 10'-5" I �y w PROVIDE 51MPSON ABU88Z t i - PITCH I/4":I' CONNECTOR (TYP.) SEE NOTED I Nay, 2,YE, - -- - - - DETAIL AS PER •;�(' PROVIDE 7 PLAN F.i-. D.J. f i SIMPSON 41w HANGERS TO O In I ALL F.J. in z _- --- I N� rlj EXISTING SLAB1 T 3 w TO REMAIN jl w z o I I NEW CMU BLOCKS AT GARAGE OPENING NEW 2"x3" F.J. I NEW 2"x3" F.J. ® 16" O.G. ® 16" O.G. x ... . _ cVQI ' N� � t-I PROJECT:I za POCKET BEAM INTO FOUNDATION WALL I R E I T E R RESIDENCE 2650 WICKHAM AVENUE MATTITUCK N.Y. 11952 FOUNDATION FLANI 50ALE: I/4" = I'-O" DRAWING TITLE: FOUNDATION PLAN; PAGE: (0)", DATE: 10/29/18 7 OF 14 p FLOOR PLAN NOTES FLOOR PLAN NOTES ODOOR NOTE: FLOOR DRAIN: I. INSTALL NEW INTERIOR DOORS WHEN GALLED O NEW 3"GUARDED FLOOR OUT ON PLANS BY'JELD-WEN'(OR EQUAL). DRAIN W.5"TRAP 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY THERMATRU'(OR EQUAL). 3.DOOR TYPE TO BE SELECTED BY OWNER 0 IEXEX.F -rH. OO SYSTEM TO REMAIN 4.INSTALL AS PER MANU 5PEG.'e 'r FOR FRONT ENTRY DOOR NOTE: I. V.I.F.FRONT DOOR HAS MIN.32"CLEAR OPENING WHEN DOOR IS OPEN q0" NEW LAUNDRY ROOM: 2.IF NOT,THEN REPLACE EXIST.DR.w/NEW 56"x60" II I. NEW WASH/DRY HOOK UP DR.(32'CLEAR WIDTH) 3.PROVIDE(2)2"x6"HDR.,U.O.N. 2 DII SIZE ROOM d DOOR 4.JACK AND KING 5TV1:15 AS PER PA6E A-200 3.PROVIDE HOOK UPS AS REQS PER II or EQUIP. MANU. 2 STAIR d RAILIN6 NOTE:O "I. ALL NEW 5TAIR5 SHALL HAVE MAX.6-1/4 RI DRYER EXHAUST NOTE: k d MIN.q•Tr-RISERS SHALL BE CLOSED I. DUCT SHALL TERMINATE TO EXTERIOR 2. 42"H16H GUARDRAIL d SPINDLE SPAGIN6 2.DUCT SHALL TERMINATE MIN.3'-0'FROM ANY 'i NOT TO ALLOW PA55ACE OF A 4"d'SPHERE; OPENIN65 36'HIGH HANDRAIL d SPINDLE SPACING NOT 3.DUCT 51ZE AS PER MANU. TO ALLOW PAS5A&E OF A 4"m SPHERE 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER O 3. 6RIPPABLE RAIL AS PER CODE 5.TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION.FLEXIBLE TRAN51TION DUCTS USED TO W CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM WOOD FRAME STAIR: SHALL BE LIMITED TO 51N&LE LENSTH5,NOT TO SEE NOTE ABOVE FOR STAIR d RAILIN6 INFO. Q SEE DETAILS FOR STAIR IN5TALLTION EXCEED 6 FEET AND SHALL BE LISTED AND LABELED Y IN ACCORDANCE WITH UL 2156A. Q 6.EXHAUST DUCTS SHALL BE MIN 0.016"THK RI61D N ? METAL w/SMOOTH INTERIOR 5URFA4 ES WITH JOINTS -- t) RUNNING IN THE DIRECTION OF AIR FLOW.EXHAUST SMOKE DET e2TOR/GO p ff TOR NOTES: DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL Q_ IL O 1. ROOMS/5PAGE5 WITH SM/GO DETECTOR INDICATED SCREWS 111< ON PLAN SHALL BE CHECKED IF EXIST.HARD WIRED '7.MAX.LENGTH SHALL NOT EXCEED 25 FT FROM DRYER Q DETECTOR EXISTS. LOCATION TO THE WALL OR ROOF TERMINATION.THE Ij/ LL! 2.IF NONE-CONTRACTOR SHALL PROVIDE CODE MAX.LENGTH OF THE DUCT SHALL BE REDUCED 25 Q COMPLIANT SMOKE/CARBON MONOXIDE COMBINATION FEET FOR EACH 45"BEND AND 5 FEET FOR EACH q0" DETECTOR HARD WIRED TO EACH OTHER w/BATTERY BEND.THE MAX.LENGTH OF THE EXHAUST DUCT DOES BACKUP. NOT INCLUDE THE TRANSITION DUCT. Q 3.INSTALL ALL AS PER MANU.SPEG.'s N d 4.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR NEW EXHAUST FAN Q 1 1 IN COMPLIANCE 114ITH LOCAL CODE RESERVED r AS PER MEGH. 12 Q CODE; INSTALL AS 3 O O WINDOW NOTE: W F 4 I. EXISTING WINDOWS SHALL BE REPLACED w/ W PER MANU. SPECS z R NOTED WINDOWS GALLED OUT ON PLAN. 2.IF CASEMENT WINDOWS-ALL C5MNT"01-6 SHALL HAVE 5TRA16HT ARM HINGE WHEN VERTICAL PLATFORM LIFT NOTE: R� 3.IF DOUBLE HUN6-ALL DBL.HUNG WNDWS TO BE 13 I. INSTALL q0"ADJACENT ACCESS VERTICAL TILT WASH PLATFORM LIFT AS PER MANU.51"EC.19;PROVIDE V EXIST. BILGO 4•ALL NEW WINDOWS d DOORS SHALL BE COMPLIANCE WITH ASCE 24-05,A5ME 16.1 d DEFAULT LU ANDERSEN 400 SERIES CASEMENT,DOUBLEHUN6, RE5TIN6 POSITION TO BE FLUSH WITH T.O.F.F. DOOR TO REMAIN OR 6LIDIN6(A5 NOTED);INSTALL AS PEP.MANU. 2.PROVIDE GATE IN RAILING.VERTICAL PLATFORM NEW RAMP DN. sPEc.'�. FOR SUBSTITUTioxs,SEE NOTE�9 IN LIFT AS PER MANU. = J _ - r 3.PROVIDED ELEVATOR SHALL BE PREVENTED FROM I "GLASS WINDOWS AND DOORS°ON PAGE A-001 J 5.ALL 6LAZIN6 WITHIN 16'OF FF TO BE TEMP.6L. DESCENDING INTO FLOOD WATERS AND COMPLY WITH V I NEW (2) NEW (2) = b.AS PER TABLE 3-4 OF THE NYC BG,FOOTNOTE A BG 6501 AND ALL EOUIFTNENT SHALL BE LOCATED 2"x9" HDR 2"x9" HDR ! 2 -PROTECTION OF OPENINGS WITH AN EXTERIOR AT OR ABOVE THE DFE SPECIFIED IN TABLE 1-1 OR DW N N SEPARATION OF 3 FT.TO 30 FT.SHALL NOT BE SHALL BE CONSTRUCTED SO AS TO PREVENT WATER Q 5 4 - " REQUIRED FOR J2 AND J3 OGCUPANGY 6ROUP5 FROM ENTERIN5 OR CONDITIONS OF IFLOO ID N6 IN 5 4 COMP NENTS I 36 COUNTER HEIGHT � ' E2RE55 NOTE: ACCORDANCE WITH ASCE 24 AS PER BG 6304.1.1.4 FOR TW2056: WIDTH REO'D...... 24" WIDTH PRO...... 201.515" Q NEW 5/4"X6" DECKING HEIGHT REO'D......... 30" HEIGHT PRO......... 30.251, 14 AIC NOTE, = " CLEAR OPEN REQb...6.0 S.F. O I. REMOVE d REPLACE AIR HANDLER d Z H DECKING TYPE TBD OWNER SELECTION (3) 2x4" - CLEAR OPEN PRO.... 6.21 S.F. DUCTWORK IN ATTIC TO BE REPLACED M1 ° *'W P05T 4 $ FOR GXI4 FOR TWB056: 2•RE-ROUTE d EXTEND COOLANT LINE :>. ® 16° O.G. 10 tuN tu WIDTH PRO...... 25" WIDTH PRO...... 33.6'75" A5 REQ'D FROM A/G COND. �_p - ><•r."•� .,« � NEW 2 xb G.T. ;t _ W --- - - --- -- HEIGHT PRO......... 43" HEIGHT PRO......... 3025" A/C CONDENSER: !¢ CLEAR OPEN PRO.... '7.'7 S.F. CLEAR OPEN PRO.... T.II 5.F. I. REMOVE d REPLACE EXIST.A/C CONDENSER m - 2. 512E CONDENSER BASED ON NYS MECH.CODE. 25'-O' ml L --_ NEW (3) 2"X10" HDR WINP ki/POOR FRAMING: 5. PROVIDE PROPER TONNAGE TO ALLOW FOR COOLING NEW NEN WOO)] O SEE PAGE A-200 FOR FRAMING OF ENTIRE GU.FT. 3-_6 DECK, ELEMENTS AROUND DOORS AND 4. INSTALL CONDENSER ON CONC.PAD KITCHEN x D=G WINDOWS(TYP.FOR ALL)U.O.N. ,.. EW TRAY CEILING (2) 2"x10" (370 S.F.) V b� -- DEED DEED - - --DEED-- DEED--DEED - - HEADER -- - ¢ 2 / a+ NEW ATTIC A1. MIN.1550 CCESS-PULL DOWN STAIR: k NE (2) N Q NE W TY 4 $ 2 x10" HDR (3) 2"xb" ( SYNTHETIC DECKING O 2.SIZE TO FIT MECH.IEQUIP.THROUGH POST W NEW TILE X - / �`� 1OPENIN6FIR IRA 22"x3o•) 5.R ill r FLOOR ry I 5 5 1 NEW WOOD 4.DSL FIRE RATED WHEN NEW OPENING S.INSTALL AS PER MAW.5PEG.'s FLOOR b.CONSULT H.D.FOR PRECISE LOCATION OF ACCESS ! MODIFIED = O RESERVED j p 3QxbaIN ON BEDROOM r 2.0E LVL F�SH BEAM 2 OE LVL FLNEA USH BEAM 6_ 5 4 a (310 S.F) in - - - - 0.1 m m 4 0 I �_ - NEW CATHEDRAL CEILING „ POST �(2) 2"x4" POST TO (3) 2 xb 1- - 2 -4'-O RIDGE ABOVE POST - - - $ FLAT CEILING ABOVE I I II a u I NEW DN. NEW GATHEDP�-,�. O 4 5 X !p Q 5 O 5'-611 NEW ALIGN POSTx4 v z b 6 51-111 11'-2 NEW EXHAUST FAN ® - -- DEED- -- DEED - IL a p 1. - 3 - Iz RI ® t & PANTRY NEW GAS F iREPi. GL" a B 4 @ A5 PER MEGH. ry W ! zl Q JI = @p NEW ( ) i - - J ! s 2 xb 2 xb CODE, INSTALL A5 1n � � + I (IU Tr ® 't 10" in I I W b I. PROVIDE DI?Ec�T �/:Nr 6A.� F"IREPLAGE INSERT -- - K_ > F'� '�+ BY "K!}.GSM, . a� SM/GO 3 _ PER MANU. SPECS W t0 3Qxba m N 1 1 5 N"TMODEL ZG✓ ,._LP OR EQUAL 5 z x 1_6 2. 25,000 BTU OJ 1 UT PROPANE N ry DRYER 312x6 3. MIN. IN15TALLATION 51ZIE 42 J"Nx4l-) J"Hxl9 J"D tr cV GL. /VENT /� - 4. IN_ ALL AS PER MANU. SP_ �T � �:�: FULL WALL, FLOOR, NEW RAMP AT �o, d GEIL G TILE FL IN DN. W b'-5" D 10'-O" 25'-Ick"--- _ CEILING SHOWER MODIFIED FIN15H i (4) 2"x4" ABOVE BATHROOM MODIFIED P05T TO ; 6 (2) 2"x4" POST Q FULL L!VING ROOM ( #2 5'-5" � 0 _ - RIDGE - TO RIDGE _ U NEW NEW EXHAUST FAN H II , WALL (559 S.F-) a 4 5 ABOVE 4 2x611 O # m O AS PER MEGH. _ k - �.BATHROOM I _ Q I I 13 4„ PO5T I x Q TILE CODE; INSTALL AS REFiNISHEP = NEW ' I - - - - - - iV NEW FLOOR 6 PER MANU. 5PEG5 GL. in 2.OE-LVLEAMP O 5 1 SM/GO FLOOR Oi I 5 m - m b HALF-WALL ` r VENT i x 12 2 TILE; 4" STEEL COL. U W 4 5 3 xb I Q 2 ! 4 2"x4" POST TO N FU WALL F.A.I. 1. BOLT TO FTG. � Z 3x6 SLDR RI DEED-TILE - w AND GIRDER a EW LAUNDRY ROO RIDGE I 5 - O `212x6 3Qxba 2-O - NEW TILE - p = m 5TORAOE - - -- *1 -- c0� o o FLOOR 82 S.F. t- NEW m k \ ! BATHROOM #3 EXIST -- O NEW GARAGE _ x = 2 NEW NEW TILE , ;jAr. 5 I , - I ---- III cV HALLWAY = FLOOR "t it GL. ?` O NEW 12.2 NEW FLOOR 3 4 5 Lil 4 5 2'_p': cV GL. HALT LWALL NEW EXHAUST FAN 0 Ire Euf: ar�n ) ® Q 2Qxb 3'-T" AS PER MECH. F � 50 e+ cv 9-O 1 NYS Code �IAT Flb NEW x6 2 $ GE`LING -- _ re uire 2s Q OVERHEAD NEW 2 NEW 2 !z a ¢ a DOOR b X PER MANU. SPE05 JU O (2) 2"xb' (3) 2 xb (2) 2 xb (2) 2 xb - _ HALLWAY ABOVE w z POST (� POST POST POSTPROVIDE FRAMING FROM OF 5M/GO 5M/GO n W EXHAUST FAN `r NEW 5 1 TO NEW LAYOVER R.R.GL. 4 5 �t • REFINISHED EXIST. AG PER MEGH. m - EXIST x 2 2 4 5 FLOOR GL_ GORE; INSTALL AS 2 xb „ a NEW (2) 2"x9" HDR N�i,l 2 2"x8 HDR 3 GL. 'Im PER MANU. SPECS - EW (2) 2"x9" HDR ( ) I 4 5 - - - ! o NEWI 1 ::1 07 r i L 14 SM/GO � BEDROOM I 5 NEW � 5 I � NEW I 5 � ! (3) 2"x4" b �i -- NEW TILE • p .fl 5YNTHETIC SYNTHETIC tp POST - - - - p X IY - DECKING a a DECKING gQx6a q - - FLOOR , _ W Q m m m m (V NEW WOOD N = NEW COVERED GEN. j FLOOR U N FRAME PORCH O % SM/GO AG - I 9'-O"(H) (R.O. PER MAN. SPECS) I 5 3 GARAGE DOOR Ib'-O"(W) x � z FLAT X914J NEW W N W 4 5 NEW (2) 2"x8" 2 NEW (2) 2"x9" NEW (2) 2"x9" 1 X GONG. CEILING cV _ P.T. BEAM w P.T. BEAM P.T. BEAM I ABOVE N I 4 5 _ - - - - NEW (3) I.'I5"x11.8 75" G.P. z v I „ MODIFIED - - HEADER 2.0E LVL BEAM (2) 2x10 o Ib'-10" c BEDROOM - -_ m NEW RAM, DN. :<.:..: NEW WOOD O o N s x325 S.F> -1 PROJECT: 5% MAX SLOPED ONGRETE APRON a l PORCH u `9 c O NEW CATHEDRAL GEILIN6 � - - - SM/CO (3) 2 xb NEW `� in 2'-O -- - -- - - --Ib-O 3'-0 m' I POST SYNTHETIC - = 3 NEW STUDY c 1 s r NEW WOOD [� -- - - DECKING o t� 1 ®EITER V Q FLOOR RESIDENCE r I 5 (2127 S.F.) __ a d Q N NEW CATHEDRAL GEILIN6 X 1 1 Q Q -a - NEW HIGH-END 3x6 :25'-0" WOOD z U w --- A-7FLOOR, A-7 0) 12 0 2650 WICKHAM AVENUE K 4 5 4 5 MATTITUCK N.Y. 11952 N Z f �� G. DRAWING TITLE: zI P05T ADA NOTES: FIRST FLOOR PLAN 1. THRESHOLDS IF PROVIDED AT DOORWAYS, SHALL BE MAXIMUM. 2.HANDLES, PULLS, LATCHES, LOOKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH 309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" 21'-3" MINIMUM AND 49" MAXIMUM ABOVE THE FLOOR FINISH OR GROUND. 3.RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER „ - I -- - THAN 1:12 PAGE: GT k 5'-3"�f 4 5 (3) P05T $ 4 5'-3" 4.RAMP RUNS WITH A RISE GREATER THAN b INCHES SHALL F(RST F I OOR% PLAN .7,_01, � � _�,_0„_ � HAVE HANDRAILS COMPLYING WITH 505. TOP OF GRIPPING .J 1.� I SURFACES OF HANDRAILS SHALL BE 34" MINIMUM AND 55" MAXIMUM VERTICALLY ABOVE WALKING SURFACES, STAIR esu 5,860 50. FT. 2,C160/100 GAR. 5GALE: 1/4" = 1'-0" Q NOSING, AND RAMP SURFACES. %go Flu DATE: 10/29/18 7 OF 14 ti MATCH EXIST. OVERHANG I ❑ - --- -- -- -- -- - ❑ to EXTEND EXISTING GABLE 0 TO COVER NEW KITCHEN NEW 4"x5" ALUM. GUTTER ADDITION �! J NEW 4"x5" ALUM. jDOkqN5POUT (TYP) 6"x5" ALUM. HIGH POINT GUTTER GUTTER (TYP) DOWNSPOUT (TYPJ W ry' HIGH Po1r1T - - ❑ uj O NEW 2"x8" R.R. N NEW 2"x8" R.R. V 0I6" O.G. X ® I6" O.G. = J Lu 2'-O"j 6"x5" ALUM. �,�=� • GUTTER NEW 4"x5" ALUM. w16" O EXI®1. i'xBG R.R. GUTTER (TYP.) a HIGH POINT DOWNSPOUT (TYPJ = 6"x5" ALUM. p g. - �GUTTER (TTP.) N - --- �.. `moi •� -��;. EXIST. 2"x8" R.R. EXIST. 2"x8" R.R. N NEW HIP ® 16" O.G. ® 16" O.G. x LAYOVER ROOF L t7I a <� -1 io GUTTER V - v < < GF+� HIPOINT ,Iry w I , co w j `9�S� (V tV l� OL z 1 W � � z z �� - EXIST. 2"x8" R.R. ® 16" O.G. X pp EXIST. 21'x8" R.R. w cV N ® I6 O.G. Lu w tu o - - - NEW (5) 1.15'x14' G.P. 2.OE LVL BEAM w/(2) 0.25 FLITCH PLATES - EXIST. 2"x8" RIDGE NEW 2"x12" RIDGE NEW 2"x12" RIDGE 2" E EXIST. x8' RIDGE I K Dl N U! O Y, O h�� _ X EXIST. 2"x8" R.R. a in � � �c of N � w ink — N N K ® I6" O.G. J N ® r� 1'Y+ NEW 2"x9" R.R. ry NEW 2"x8w " R.R. <�. — — N N � c 16" O.G. w ® I6" O.G. �' j'N N ,Qy z w Q- z z ) = I ul NEW (2 2''x8' .R R (ABOVE) NEW x8'(2) 2R.R (ABOVE) 0 - NEV4 (5) 2,x10 HEADLR (BELOW) 1 NEW (5) 2"x10 HEADER (BELOW) a �? NEW HIP Di - 3 - O - - -- - -- - - 00 LAYOVER ROOF O O ' z- x v v -- - ---- -- -- - ---- EXIST. 2'x8 R.R. H Z W w ® w z z X p w 2" � -- - p -- - 4 EXIST. x8" R.R. I X -- --- - ® ® I N- NEW (2) 1.75 xa.5 16" O.G. G.P. 2.0E LVL R.R. ' - - - --- GUTTER H NEW COVERED NEyq DORMERLu HIGH POINT 0 l PORCH ROOF EXIST. 2"x8" R.R. EXIST. 2"x8" R.R. _ �y NEW 2x8 R.R. - ® I6" O.G. ® 16" O.G. O �>+9 ® I6" O.G. -- - -I m S/GA w El it w GUTTER HIGH POINT w d) O L O p I x = NEW 2'x10" �- = ❑ -(A - RIDGE -- y<< ry 75"x7.25" 6.P. 2.0E LVL R.R. NEW (2) 1.75"x7.25" G.P. 2.0E LVL R.R. O - - - N 2 ❑ - ❑ NEW 2"x8" R.R. N z in \_GUTTER NEN 4"x5" ALUM.__,-----, ® I6",O.G. v�� 6"x5" ALUM. ry+�� tn HIGH POINT DOWNSPOUT (TYP) 1 >S, ,Pv GUTTER (TYP) „ w I +9S,, N� w I � NEW 2"x8" R.R. [A G x I W �i �p z A Cn w p 0 GUTTER EXIST. 2"x8" R.R. R� Q Q ry @� HIGH POINT ® Ib" O.G. 016" O.G. o N OQ' w Q � V �< NQ Zi aV 0 Ul w cV - RIDGE < 9C z O a ❑ = x - NEW 2"x10" L z ^rij+ NEW 2"x10" NEW (2) 1.'15"x9.5' G.P. 2.OE LVL R.R. o RIDGE PROJECT: Lu 0 C" Lu HIGH POINT El: 6UTTERry+�� REITER � � < + 7 -- HIGH POINT z ORESIDENCE ® 16" 0.0. NEW DORMER 1j N1=W DORMER NEW (2) 1.75"x"1.25" G.P. 2.OE LVL R.R. NEW (2) 1.15"x7.25° G.P. 2.OE LVL R.R. 2650 WICKHAM AVENUE I -- - -- -- -- - - MATTITUCK N.Y. 11952 DRAWING TITLE: ROOF PLAN ROOF FLAN PAGE: J"% 0 ff IR 99 m A-bAo' 0 0 DATE: 10/29/18 8 OF 14 - -- - - ___.,�-._-_,__w___._.- .�_.-_.,_-.�___"_1111_'. _._. ,,,.__ - I !WINDOW 5GHEDJLE __ ._-_.___._-_.___._.__----.-__.__.__,,____ __� -__ _,.-- . - -, . __ - _11_11 - - I --- ! 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'.� . 1111 1111 1111 1111 1111, 1111 1111 1111 1111 1111 , 1111 .r 1111.. :�'' , 1111 1111 1111 1111 1111 .t,.:1111':'-.:,r, ;. 1111.:. ....'1.�,.. 1111.: 1111,.�..,� .: 1111 ,: 1111. 1111 . ;:. ' 1111.' 1111 �.. �.. 1111 1111, . , 1111. 1111,,�,;, AVENUE A NEW __� � NIATTITUCK N.Y. 11952 ADDITION b'-O" DRAWING TITLE: NORTH ELEVATION (LEFT) ELEVATIONS`' SCALE: 1/4" = I'-O" WINDOW SCHEDULE PAGE: I A-700" I m 0 0 1 1 DATE: 10/29/18 10 OF 14 I I, ,,. I I ",,, �' ,. > . , " I -" ,��, I , I r', F •• •' � , RIDGE AS PER PLAN SECTION NOTE5 SECTION NOTES TYPICAL P. GONG. GRADE BEAM $ WALL NEW R-50G BATT. INSUL. IN NEW FLOOR SYSTEM;PER PSR p�p.N Rq��pFR P OI G0252R IS PIO SILL PLATES w/COPPER TERMITE O 2015 IRC ENERGY CODE TABLE 8402.1.2 12 (iPF� DBL. POST TO UPSET GIRDER �,qN SHIELD d SILL SEAL RIDGE AS PER PLAN 4 ANCHOR BOLTS AS PER PAGE A-too O TYPICAL EXTERIOR WALL CONSTRUCTION: F. G • P. PROVIDE SIMP50N NEN GEMENT FACIA • C FOUND. WALL A5 PER DETAIL UPON 5 • 5EE NEW SIDING NOTE FOUND. FOOTING AS PER DETAIL UPON UPON "TYVEK" HOUSE Ni (OR EQUAL) JOIST HANGERS (TYP.) AND SOFFIT MATCH • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR. HT. OF EXIST. • B.O. P. GONG. FTG. 5'-0' BELOW GRADE MIN. UPON I/2" GDX PLYWD. SHEATHING G.J. PER PLAN G.J. PE R PLAN • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN (BLOCKING ® ALL PLYWD SEAMS) I APPLICABLE) 02"xW STUDS ® 16" O.G. w/DBL. TOP PLATE MASON TO ACCOUNT FOR FINISH STONE ON THIN SET • MIN. R-la FIBERGLA55 IN5UL. w. V.B.,U.O.N. NEW HEADER AS FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) • 5/8" GYP5UM BD. WALL FINISH PER PLAN NEW CRAWL FLOOR 2 OI. PROVIDE 2" (MIN.) GRAVEL BASE AT GRADE UPON O NEW 51DINO NOTE: I. ALL EXIST. SIDI NG d FOAM SHALL BE REMOVED zMIL POLY VAPOR BARRIER 4' STEEL POST 2. PROVIDE 2" UN-REINFORCED SLAB 2.INSTALL NEW 8' EXPOSURE GEMENT FIBER BOARD m TO HEADER LAP 51DINO BY "JAMES HARDIE - HARDIEPLANK" (OR EQUAL), OVER `p ONEW ROOFING NOTE: 5."TYVEK" HOUSE WRAP (OR EQUAL) 3 I. ALL EXISTING ROOFING, FIBER PANELS 3 BUILDING FELT 4.INSTALL ALL AS PER MANU. 5F'i SHALL BE REMOVED 5. PROVIDE ALL NECESSARY TRIM FOR PROPER 2.INSTALL NEW ARCHITECTURAL STYLE 'TIMBERLINE' INSTALLATION PROVIDE 6" POURED GONG. SLAB ASPHALT ROOFING SHINGLES BY 'GAP' OR EQUAL;MIN. 6.SIDING SHALL EXTEND TO TOP OF FOUNDATION xl M. BETWEEN # W/6x6 10 O N W GRADE 240 , 50 YR WARRANTY OVER FOUNDATION WALL CENTER I$ UPPER � OF SLAB 5.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO SECURED IN PLACE DURING POUR 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS GRADE OVER ..=�+= 4.INSTALL 15 # EUIFELT N O.N) OVER W a. ate,. .. ,..�: ..: _.....:.::.... :.}: u N6 (BLOCK ALL 5EA M5) .. -.. (b.CAP SHIN5LE OVER RIDIO NEPq (AS REOV) ,. (A5 REO'D) POURED FOUNDATION 7 PROVIDE RIDGE VENT 'D �- ..,... ............ GONG. FOU ATI WALL .. 8.... ......... . FLASH ALL VALLEYS _ . PROVIDE GLEAN FILL W/ I INSTALL DRIP EDGE RE. S U 4" OF GRAVEL TO O.INSTALL ALL AS PER MANUSPEG.'s GRADE;PROVIDE 6 MIL NEW 24'x24" DEEP CONT. POLY ABOVE GRAVEL POURED GONG. FOOTING U -� PRIOR TO POURING SLAB Q SEDT I ON A—A a SGALE: 1/4" = I'—O° NEW RIDGE AS PER TOP OF RIDGE PLAN 4. ELEV. ++16.0' ------------ v'�z . 12 3 p�R NEN HEADER AS PER AY pV�(L RR PLAN NEA CATHEDRAL CEILING BOTTOM OF FASCIA ELEV. +Q.2' ------------ ---- -------- -- --- NEW HEADERS PER 6 III. I PLAN (TYPa FIRST FLOOR t Ili l' I, I i MODIFIED 2X6 SILL PLATE I I LIVING ROOM ® WI NDowS. (TYP.) I I I I I r I I , I I I I I NEW COVERED I PORCH l 1 III I' I I -jh I I I FLOOR FINISH ELEV. 1.-i EXIST. 2"x8" F.J. I I i I AVG_GRADE _ ELEV. +0.0' ----- III Ill II � l II I I IIII EXIST. BASEMENT II 11 �I I II I ' r-.,.,71 ON G—G W I SGALE: 1/4" = i'—O" 0 U W I I � III I Q I � I I -- -I TOP OF RIDGE w ELEV. +16.0' ---------- TOP OF RIDGE EXIST. RIDGE ELEV. +16.0'------------------- II; '' _ - ',I . NEW DORMER NEW DORMER -- - NEW ATTIC _ _ • NEW G.T. AS PER PLAN F I . 12 _ W TRAY GEILIN + - NE G � r . g ' /NEW CATHEDRAL GEILING� - - - -- - BOTTOM OF FASCIA - TTOM OF FASCIA NEW CATHEDRAL CEILING BOj IIII ; ELEV. +a.2' --------- I _ _ I L_ NEW HEADER ABOVE NEW NEW LAUNDRY ! 1 NEW STUDY ROOM j ALL WINDOWS S I 6 ' BEDROOM I STAIR O I i, III Ili I II • j 'II - I NENDOORS AS PER PLAN FIRST FLOOR KITCHENFIRST FLOOR (TYPa I 6 PROJECT: NEW STUDY I 2X6 SILL PLATE 1 " ® WINDOWS. c c .A c i III LI; i! REI TER �Ii �P�ON -A V TER G L . I I'' II i i t I I I I I I IIII I II I IIII II ' I I GUT EXTERIOR WALL INSTALL NEW 2xb SHOE FLOOR FINISH----------- L U� � JOIc T HANG_c-S Ili Ii I iI tI I , --- I--_-_----I --- 7 4 RESIDENCE III Ili,, ''I! ;I III (2) 2x6 P.T. SILL NEw 2"xl0" F.J. NEW 2"x10" F.J. - EXIST. 2"x8" F.J. EXIST. 2"x8" F.J. NEW F.J. AS PER PLAN FLOOR FINISH 4 PLATE OVER COPPER — Xv ELEV. +1.7' NEW F.J. PER PLAN TERMITE 5HEILD AVG. GRADE NEW GRANL5P77E ELEV. +O.O' NE --- AVG_. GRADE _ EXIST. GONG. SLABGRAWLSPAGE ELEV. +O.O' EXIST. GARAGE SLAB I EXIST. BASEMENT 2 1 2650 WICKHAM AVENUE MATTITUCK N.Y. 11952 EXIST. BASEMENT F-1 NEN DRAWING TITLE: ADDITION SECTIONS I SEGTION B.—E3 SECTION D—D SGALE: I/4" = I'—O° ------.-� -- SGALE: I/4" = I'—O" PAGE: ■ DATE: 10/29/18 9 OF 14 EXTERIOR SHEATH I NO AS MiN. 4" BETWEEN EDOE5 OF PER SECTION NOTES I-I/2" SQUAME BALUSTER fi� SIDING MATERIAL A5 NEW 4"x4" P.T. POST o*o (STYLE TU ✓ELEGY) NEW GALV. SIMPSON ABA44 Q Is PER SECTION NOTES © jl COLUMN BASE (OR EQUAL) 51 MPSON H2.5A RAFTER o w> II BU I LD I NO PAPER $ HOUSE WRAP INSTALL PER MANU. SPECS. TIE (OR EQUAL) w 9) o TO FULLY OVERLAP FLASHING mmYQ 5/4"x6" P.T. Q w II GRADE DECK BOARDS Q° E OAP FOR DRAINAGE 5/4"x6" P.T. DECK I NO II NEW 8" 0 BIGFOOT TUBE it BFTB (OR EQUAL), INSTALL ' ' (U.O.N. ON PLAN/ "Z" FLA5H I NO SEGTI ON/DETAILS) PER MANUFACTURER SPEC.'S NEW 8 (P GONG. COLUMN $ 21.5 (2) 1/2"� HOT DIP✓ED GALV. BOLTS z 0 BELL FOOTING (4,000 P51) P.T. F.J. A5 EA. POST w/ OVERSIZED WASHERS 4 - z END NUT FREBORED INTO BEAM, POST, - •��_FLA5HINO w POURED MONOLITHICALLY PER PLAN DECK TIE 4 RIM BOARD A55EM5ELY DRIP EDOE • P.T. DECK JOIST NEW BF20 BIOFOOT SYSTEMS COUNTER AS PER PLAN ~ m = 'z I (1) P.T. 2"x TO MATCH DEPTH OF FLASHINO W FOOTING FORM (OR EQUAL), INSTALL N- P.T. BEAM AS NOTED INTERSECTING JOISTS FASTENED w/ (2) PER MANUFACTURER SPEC.'S SOLID BLOCK 12 O.G. 5/g" x 5" LONG HEAVY DUTY GAL. (2) 51MP50N DJTI4Z U DECK J015T TIE EA. (I) I/2"0 H.D. GAL`/. THRU BOLT w/ LAO BOLTS © 16 O.G. INTO MUD SILL a METAL OALV. J015T HANGER Q 6 -8 COMPACTED CRUSHED RIM BD.; WHEN Q FOUND. WALL FASTEN BY 'SIMP5ON' (OR EQUAL) a GRAVEL OR STONE, PER POST OVERSIZED WA5HER � END NUT w/ (2) 5/8"� x 5" LONG APPROVED EA. J0157 MANUFACTURER SPEC.'S PREBORED INTO P05T DECK JOIST TIE MASONRY ANCHORS © 16" O.G. r. "Z" FLASHING `t °n 4"x4" P.T. FC57 : EX 1 ST./NEW FOUND. WALL BELL FOOT I NO DETAIL ORDER,izDER, DEC K, RA I L I NO DETAIL � LEDOE DETAIL L A-�i00 SCALE: 1" = 1'-0" A-ci00 50ALE: I" = I'-O" A-QOO SCALE: I" = I'-O" I � I II I I � i I i I I I I MATCH EXIST. FLOOR HEIGHT PER EX15TIN PLANS i I , NEW R.R. A5 MATCH EXIST. SIDING NEW F.J. AS PER I PER PLAN APPROVED DOB rn z i PLANS NEW (2) 2"x6" P.T. SILL PLATES '51MPSON' H2.5A UPON SILL SEAL UPON RAFTER TIE o COPPER TERMITE SHIELD i z NEW 5/8" 0 HOOKED a BOND BEAM FILLED W/ � �` _ � � ANCHOR BOL75 @ 3Q" O.G. -- NON-SHRINK TYPE N ,= w/ 5" SQUARE WASHER 6 ENDNUT CONT. VENTED W GEMENT SOFFIT BENEATH TOP COURSE 8"x8" P.T. POST I I ATTACHED WITH i OND BEAM FILLED ED W B B LL / I NEW 8X8 X8 GMU BLOCKS NEW HEADER AS , NON-SHRINK TYPE N GROUT I -51MP50N ABU88Z BA5E PER PLAN NEW G.J. AS EVERY THIRD COURSE CONNECTOR INSTALL PER MAN. 5PEG5. PER PLAN f # (4) #5 HOR. CONT. I (2) 5 HORIZONTAL REBAR I Wll"HIN BOND BEAM EVERY II i° �-REBAR TOP AND s" IN.- I BOTTOM OF WALL �: ;' THIRD COURSE I NEW 51MPSON ASPHALTIC MASTIC _—_ ! BG52-2/4 (FOR 2 PLY ` LADDER-TYPE HORIZONTAL II DAMPROOFINO REINFORCEMENT EVERY OTHER II _ COURSE, GROUT CELL W/ II NEW 4" UN-REINFORCED NON-SHRINK TYPE N GROUT (TYP.) PORED GONG. SLAB ORADE PROJECT: WRAP P.T. POST W/ AZEK DETAIL TO BE APPROVED #5 VERTICAL REBAR EVERY I GRADE �° M, _ .. REITER k IOR T t ......... .. 60" O.G., FILL CELL W/ j -_....._...., ; ,___..._.._.,....__.. __ _,...^ BY ARCHITECT NSTA�LATI ON NEW 4"x4" P.T. POST RESIDENCE NON-5HRINK TYPE N GROUT. I ( ' _.._ , ..............____,__ CONT. FROM SLAB E)RILL � EPDXY PIN INTO II ; EXISTING FOOTING USING TO ROOF HDR - QU I KRETE H I GH-STRENGTH I NOTE RAI A5 ANCHORING EPDXY (OR EQUAL) II ' V ! PER PLAN II ......_.__ EXIST. SAND/LOAM BA ( - -- ,___ ! NEW "SIMPSON" 2650 WICKHAM AVENUE TO AN EMBEDMENT OF (b" I _ ABA44 POST z e _,_. MATTITUCK N.Y. 11952 - . BASE NEW 2" UN-REINFORCED h, _9 . . .€ I PORED GONG. SLAB i V NEW GIRDER AS DRAWING TITLE: -------- -- _ PER AN 1 SECTION .. — BUILDING 1... ... BOLTS TO CONNECT - _.... DETAILS .� .. (2) �" OALV THRU . . . . . . . GIRDER TO P05T 6 ML. POLY _. `' , - NEW #5 STIRRUPS © 16" O.G. - z MOISTURE RETARDER s" MIN. PROVIDE 4" GRAVEL BASE s° MiN. = Z 2._O, CONTINUOUS KEY PAGE: WAY low- 0 NEW #5 STIRRUPS @ 16" O.G. I_b BENT ANCHOR 60" NEW (5) #5 REBAR ff O.G. ■ Um v MATCH BOTTOM OF FTG. W/ EXIST. NEW (5) #5 REBAR FTG. DEPTH; EPDXY PIN REBAR INTO EXIST. FTG. � ' MIN. DATE: 10/29/18 11 OF 14 4 GMU FOUND. DETAIL OARFORT FOUNDATION DETAIL �, CCVERED PORCH DETA I L A-q00 50ALE: I" 1'-0" 5GALE: I" I'-O" A-q00 X t i NOTE: ALL PLUMBING WORK SHALL CONFORM TO tu LOCAL PLUMBING CODE T 4" FRESH AIR VENT tu J�L THROUGH ROOF ~p 1 vl p VERIFY SIZE 5111 v w/MANU. I k U i PROVIDE "ABESGO FF2O0 FR Q 4 I EXPANDING FOAM" (OR EQUAL) W NEW AIR HANDLER PER HOMEAT ALL PENETRATIONS IN FIRE LEGEND l OWRATED WALLS ANDNER SELECTION-EFFIGIENTGY 1 1 FLOORS/CEILINGS. PRODUCT HOT WATER TO MEET NY5 2015 IRIS ECGGSUPPLY ; I I CONFORMS TO ASTM E 814, INSTALL AS PER MANU. SPECS I 1 ASTM E 84, AND UL 14'I9 - -- - -- - - - - ---- - - - -- - - W r'---- __ - COL — -- - - � D WA TER U SUPPLY = J NE- ,I, FULL BATH EXIST. FULL BATH MODIFIED FULL BATH KITCHEN LAUNDRY NEW FULL BATH EXIST. FULL BATH MODIFIED FULL BATH � I I NOTE: GL. I !I PROVIDE "ABESGO FP2O0 FR 1Q ---- -- 1 2" ALL PLUMBING WORK EXPANDING FOAM" (OR EQUAL) 2----T-+"----r--�- I ` KITCHEN I SHALL CONFORM TO AT ALL PENETRATIONS IN FIRE w --O ------t T_-- -- I I i I I 1 , I LAUNDRY LOCAL PLUMBING CODE p I, RATED WALL5 AND •`_� �4: -:L�.:.x,;.•.,w. O 2"I 1 i 2"I I 2..1 2 1 I 2"I 12 121' GL. I I Q I p FLOORS/GEILINGs. PRODUCT F � � I � 2 1 I I I I I 1 I 3 1 1 I I GLEAN OUT Q4 Q4 Q4 I I � I 'p{. I I I I I � AS REQ D N I j j I I p� CONFORMS TO ASTM E 814, 4 12.. I 12" I 12" 1 I IY I I I I Q I ASTM E 84, AND UL 14'19 I I I I WASHER EXIST. F.A.I. TO I �� j �� Q. ( INTERIOR SHUT-OFFt LL I I I I REMAIN N.I.F. 1 1 �p� Ir — I I FOR HOSE BIB I I 2 I NEW j I 2" cV 1 N Ui * Uj vl DWI Iv y. 2" 2" - _ - (V �� 3" FLO R ABOVE DFE) v� I� 31 li U1 I� �I � U1 I� � DW 2 RAIN /3° 1- U F i �� I- �I 1- 6 NEW AP \ 1 �I cv \ I- — I r \ In I r i SHWR. I I 2" —I 1_— r�5HW2 -------= 1 \. 1� I_ �_. I� SHWR I r [NA5HER, �I :— SHWR -- ---= — — • TUB I .._.._ .._.._.._.. _.. _.. 2 - 3 - 2 - 3 J G.O. —..��—.._..' _ ._.�h ._ . � _ -�.._.._.._.._.. _. _. `� �- _� — _.._.._.._.._.. 1 ._.._.._ ._. �._ -I- - ----- �-- � �_ cv T � cv �� - �� - - �� NEN FREEZE PROOF HOSE BIB -� � � w/VACUUM BREAK FASTENED I - w/PIPE FASTENERS (PRECISE G.O. EXIST. HOUSE PLUMBING FIXTURES TO CONNECT TO 1 j LOCATION T.B.D. IN FIELD - PLUMBING FIXTURES TO I BE: REPLACED EX151. PLUMBING FIXTURES TO '4 TRAP BE REPLACED EXIST. PLUMBING FIXTURES TO EXIST. WATER I i �. CONSULT W/ OWNER) LOCATION TO REMAIN BE REPLACED EXIST. 4" HOUSE LOCATION TO REMAIN BE REPLACED EXIST. SUPPLY SYSTEM MECHANICAL I MEGHANIGAL LOCATION TO REMAIN MAIN DRAIN G.O. LOCATION TO REMAIN 1 I - --- -- --- - - I z I j w lu� Q 4 TO SEWER TO STREET m SYSTEM -.. WATER MAIN u1 BOSER L .._.I,_.L IL NEW COPPER WATER SUPPLY MAIN TO MATCH 51ZE OF EX15T., (UNLE55 OTHERWISE REQUIRED FOR SPRINKLERS, WHEN APPLICABLE) i- - - I I � j I I I II li, I FLUME NC RISER - DRA I N / NASTE / VENT FLUME31NO RISER - SUFFLY I� SCALE: NTS SCALE: NT5 Lo Z w I I U I I 1 Lu NOTE: ALL PLUMBING $ FUEL GAS WORK SHALL CONFORM ----t--- -- I --TO LOCAL LOCAL PLUMBING CODE 4 ui w FUEL GAS O PIPING PENETRATIONS: O 1. PROVIDE "ABESCO FP2O0 FR N EXPANDING FOAM" (OR EQUAL) V AT ALL PENETRATIONS AT WALL5 k AND FLOORS/CEILINGS. 1'- 2.PRODUCT CONFORMS TO ASTM E 814, ASTM E 54, AND UL 14'79 k) KITCHEN LAUNDRY O — VENT OUTLET PROJECT: LL RANGE RANGEVERIFY 51ZE �-w/MANU. R E I T E R DRYER GAS METER REGULATOR RESIDENCE - - -- ,111--- G FU EGO TOGUT OFF VALVE FUEL GAS�GA5 S'JrPLY-� l I (LOCATION MAY z SYSTEMMEGHANIGAL �.l VARY) o �� 2650 WICKHAM AVENUE LU~ MATTITUCK N.Y. 11952 LUT �j L� TO GAS N Y MAIN oLu _ -- ----- li DRAWING TITLE: Q N �----! DWV/ WATER SUPPLY RISER xEXIT. >✓�IL� GAS RISER METER NOTE: ALL UTILITY METERS TO COMPLY WITH REGULATIONS OF UTILITY COMPANY HAVING PAGE: JURISDICTION r v"I L I%Awi& (p) ■ CAS RISER - SUFFLY -- -- - SCALE: NTS DATE: 10/29/18 14 OF 14 DATE: VaED AS DOTED � �` D D•(P„# o��02 �„ FEE:—�i�= �SY: NOTIFY BUILDI,r. DEPIIIdE T AT 785-1802 8 At TO 4 PM FOR THE FOLLOWING It. 3PECTIONS: x, I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE a 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE 71 REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR W DESIGN OR CONSTRUCTION ERRORS. - ' - w F- U _ J CO'.'pPLY WITH ALL GO®ES O'= §'EV1 YORK STATE & TOWN' COD`S F 4 _ AS REQUIREDAND CONDITIC',"S OF p ,aW EES w : , OCCUPANCY OR USE 1S UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY ARM ,A DRAINAGE INSPECTIONS ARE REQUIRED ., Contact TOS Engineering at 765-1550 before "a 6 Backfill,Old Provide Engineer's Certification that the drainage has been installed to Code. PLUMBER ERTIFICATION ONLEA CONTENT BEFORE ® CA TE OF OCCUPANCY SOLDER USED ltJ WA TER SUPS Y SYS TEM G dNOT ... LEAD. z W TESTItIG E ~ FUFtC c,! � a 0 a: TRUSS PLACARDIONG REQUMED Lr,,g 6.,�„„�, ..,•.R.� ��J �+', � :�• pie H1 i.a,Jk Fire separation oF ra) required as per ARCHITECTUREAP84' NYS Code ANTHOIFN' I'Y PORTILLO , R .A. , LEED PROJECT: 77, W ..,. ,•. x .� t .., •e.. .. -. .y .- �. r .., .-. .., �. .. •F �'-. - . .. a•at t�s...;Gs. w.rtt�.dr�' ..'bi z�dw.- ",r -. - `71 7:7 `twe!r+ .w-^iw4btlii :-' a6x.i�4 ...`.. � ur. .�.tlw xlWV Blower door r - e ` 15400ISI777 REITER � 5 3 �T STREET and ductw rl� RESIDENCE SUITE 25 � testing required MATTITUCK Y11952 BROOKLYN , N .Y. 11232 t1I1 exterior lighting 2650 WICKHAM AVENUE ;, �; 11ed MATTITUCK N.Y. 11952 LLC 0 : 516-214-0160 , - , replaced or rc e, ,.� shall conform �o, Chapter 172 DRAWING TITLE: of the Town Code TITLE PAGE PAGE: "F 100noo DATE: 12/22/17 1 OF 14 PLACE FOR JOB .STICKER HERE CARPENTRY PLUMBING CODES AND REFERENCE STANDARD: /� I I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 8-15) UNLESS I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL NOTES 4 Si�5G I F I GAT I ONS OTHERWISE NOTED. SYSTEMS TO NYC PLUMBING CODE AND NYC, DEP REGULATIONS AND NYC BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY f=AOE <EY' : BUILDINGS BULLETIN 2008-005. MAINTENANCE CODE. IT IS THE CONTRP.CTOR'5 RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN TOGETHER AT ALL TIMES. IT Is ALSO THE CONTRAGTOR5 RESPONSIBILITY TO READ ALL NOTES, 8" MIN. FOUNDATION EXPOSURE. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 5PEVFICATION5,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 WOOD FRAME 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHAN6E5 IN DIRECTION C015TRUCTION MANUAL BY AF 4 PA. GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" AND AT BASE OF VERTICAL WA5TE PIPES. -7� I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEI6HT5 WITH THE EX15TINO STRUCTURE. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING TITLE PAGE APPLICABLE BUILDING DEPARTMENT. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER GORE. 4. AT FLUSH FRAMING USE 16 6A&E METAL JOISTS HANOER5 BY "TECO" OR FOOT. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. 5. GENERAL TRAP AND WASTE 51ZES AS FOLLOWS, UNLESS OTHERWISE NOTED: MECHANICAL CODE AND 2015 INTERNATIONAL FUEL OAS CODE. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXI5TIN& STRUGTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN - P15H WASHER.........................................2" FLOORS, ROOFS, AND WALLS. - KITCHEN SINK........................................2" 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC, CODE, -I OO GENERAL NOTES 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES - LAVATORY...............................................2" NFPA -70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. AND AUTHORITIES HAVING JURISDICTION. b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - SHOWER/TUB..........................................2" PAGE KEY U.O.N. - TOILET........................................................3 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY - LAUNDRY .................................................2" OF THE OWNER/BUILDER -7. ALL BEAMS, 61R:DER5, ETC. TO HAVE MIN. OF 3-1/2" SEARING - FLOOR DRAIN..........................................3" S. ANY OMISSIONS OR D15GREPANCIES OF PLANS AND/OR JOB CONDITIONS 5. MIN. HEADER TO BE (2) 2"x10" UNLE55 OTHERWISE NOTED. b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" -2OO HOEDOWN, ANCHOR BOLT, SHALL BE CLARIFIED WITH THE ARCHITECT/ENOINEER BEFORE PROGEEDIN6 THROUGH ROOF. STRAPPING & WITH THE WORK. 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE '7 PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 NAILING DETAILS 6. NO DEVIATIONS OR CHAN&E5 TO THE 5TRUCTURP.T.ALSYSTEM SHALL BE MADE DRAIN COOKS AS REOV. H05E BIBS SHALL BE PROVIDED WITH BACKFLOW FASTENING SCHEDULE UNLE55 APPROVED BY THE ARCHITECT/ENOINEER. 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FA5TENIN6 SCHEDULE PROTECTION. ON PAGE A-1. GENERALLY, 5HEATHIN6 IS OF 1/2" THICKNESS ON WALLS AND -�OO ARCHITECTURAL SITE PLAN "T. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDA-ION WITH FLOOR PLANS ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS 5. WA5TE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN WITH BACK FLOW PROTECTION. ZONING CALCULATIONS 8. DRY WELLS A5 REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 11. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX 6RADE. HEALTH DEPARTMENT STANDARDS AND REOULATION5. 9. DO NOT SCALE DRAWIN&T, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING A5 PER FASTENING 50HEDULE ON PACE A-1 AND GLUED, U.O.N. }-� 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR L/M- I OO DEMOLITION PLAN I 10. OWNER/BIJILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR TO CONGEALMENT OF PLUMBING. w CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. m 11. NOTOHIN& AND BORING OF STUDS, JOISTS, RAFTERS A5 PER BUILDING CODE. = s 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI&HT5 AND AT NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED AND SHALL NOT BE ALTERED OF: BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. NOR ANY POTENTIAL DAMAGE THEREOF. V W PERMISSION FROM THE ARCHITECT, �-�QQ FOUNDATION PLAN 14. PROVIDE 'X' CRO55 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN 5PAN5 ASPHALT ROOFING SHINGLES = J 12. THE ARCHITECT 15 NOT RETAINED FOR 5UPF-RV15ION OF THE WORK AND 15 EXCEED 5'-0" AND AT EVERY 8'-O". I. ALL SLOPED ROOFING 5HINOLES SHALL BE OAF-GLA55-A ASPHALT ROOFING V .__I RESPONSIBLE FOR DESIGN INTENT ONLY. 5HINCLE5 OR APPROVED EQUAL. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE Q 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. A-2 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE -�jOO FIRST FLOOR PLAN 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING 5GHEDULE AS AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK BROOM GLEAN. 11. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA&ES A-1 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF THROUGH A-3 CONSTRUCTION. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOI5T AS PER CODE. AND ORDINANCES. GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB 4. ROOFING IS TO BE APPLIED IN STRICT AGGOF RANGE WITH MANUFACTURER'S ROOF PLAN -�OO SPECIFICATIONS. FLOOR SHALL NEVER EXCEED A Ib" SPAN. x4 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIT WORK AND THE WORK OF 5. NAILING OF ROOFING SHALL BE TO CODE. THE SUB-CONTRAOTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER 19. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND STRAPPING COMPLETION OF PROJECT. AS PER PAGE A-1 THROUGH A-3. 6. CORRO51ON RES15TANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, //�� 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN PERMITTED l"'�'700 ELEVATIONS ARCHITECT/ENOINEER, AND THEIR AOENT5 AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD T, PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR AGAINST ALL CLAIMS, DAMA&E5, LOSSES AND EXPENSES, INGLUDIN6 TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 2:12 PITCHES TO 4:12 PITCHES ATTORNEYS FEES AR151N5 OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR 50AKINO UNTIL THE WOOD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 5. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER THE SEALANT TO UPLIFT FORGES U51NO A5TM D 6381. INJURY TO OR DESTRUCTION OF 'TANGIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH A5: HAN&FR5, NAIL5, 50REW5, FLA511IN6, ANCHOR BOLTS, A-701 ELEVATIONS ITSELF INGLUDIN6 THE L055 OR USE RE5ULTIN6 THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, ASPHALT ROOFING SHINGLES WHOLE OR IN PART BY ANY NEOLIOENT ACT OR OM155ION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. I. ALL SLOPED ROOFING SHINOLE5 SHALL BE GAF-GLASS-A ASPHALT ROOFING CONTRACTOR, ANY 5UBCONTRAC�TOR, ANYONE DIRECTLY OR INDIRECTLY SHINGLES OR APPROVED EQUAL. EMPLOYED BY ANY OF THEM,OF: ANYONE FOR WH05E ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 GAU5ED IN PART BY A A. TRU55 JOIST MGMILLIAN 1.9E MIGROLAM 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE PARTY INDEMNIFIED HEREUNDER. B. OEORCIA PACIFIC, 2.OE 6-P LAM NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE PSL (PARALLEL STRAND LUMBER) DENOTES AND WATER BARRIER FROM EDGE OF SAVE TO 24" IN51DE EXTERIOR WALL A-8OO SECTIONS I8. ALL MATERIALS, A55EMBLIE5, AND METHOD OF CONSTRUCTION INGLUDIN6 A. TRU55 J015T MGMILLIAN 2.OE PARALLAM LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLA5HIN6 CONDITIONS. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. 5PEC.'5 OF CONCRETE, ETC. ARE TO BE i✓AREFULLY SUPERVISED BY THE CONTRACTOR 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, 22. FOR NEW WALLS, A PERFORATED S.AEARWALL SYSTEM 15 USED. THE CONSTRUCTION. APPLICABLE CODES AND 6000 PRACTICE. DEVIATIONS FROM THE DRAWIN65 CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, AND 5PE01FICATION5 WILL NOT BE PERMITTED WITHOUT WRITTEN NOTES, AND TABLES ON PA6E5 A-1, A-2, 4 A-3. THE FA5TENIN6 SCHEDULE 4. ROOFING 15 TO BE APPLIED IN 57RICT ACCORDANCE WITH MANUFACTURER'S -�00 AUTHORIZATION OF THE ARCHITECT/ENOINEER. SPECIFIES THE REOV NAILING FOR THE 5HEATHIN6 (ANY NAILING SPECIFICATIONS. DETAILS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FA5TENIN5 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN55 50HEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 5. NAILING OF ROOFING SHALL BE TO CODE. NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. 5PEC.'s). PERTAINING ARE TO BE FIELD VERIFIED. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 6. CORROSION RE515TANT II GAGE ROOFING NAILS AND 16 6A6E 5TAPLE5 ARE 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTIN& WORK PERMITTED I 23. COLUMN BEARING AS FOLLOWS: FL- 100.00 DV1r'%!/WATER SUPPLY RISER WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. WOOD POSTING TO BE BLOCKED 50LID TO FOUND. WALL w/ END GRAIN, -i. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. 2:12 PITCHES TO 4:12 PITCHES GAS RiSEEt NOTED OTHERWISE. WALL w/STEEL SHIMS 4 A MIN. 3/4 OF NON-SHRINK GROUT SPECIFICATIONS, UNLESS SECURE w/ (2) 1/2" 4' ANCHOR BOLTS (4" LONG EXPANSION BOLTS 22. PROVIDE FIRE15LOGKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. EXIST. WALLS 4 12" LONG HOOKED 50-T5 ® NEW FOUND. WALLS). FOR ANY 51TE WORK P05TIN6 ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCINO (® MIN. Ib" I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 23. PLEA5E NOTE THAT THESE PLANS ARE PROTECTED A9AIN5T ANY WIDE 3 COURSES OF 50LIM BRICK MA50NRY CENTERED ® P05TIN6, U.O.N). UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS (BUTIIII WHEN COLUMN OR P05TINO 15 PART OF THE LOAD PATH FOR USE 2. VERIFY ALL DATA ON DRAWINGS. THERE IS A DISCREPANCY, COPYRIGHT PROTECTION ACT OF 1990 (AWGPA), WHICH HAS SEVERE PENALTIES. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ RECEIVE CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOR TO PROCEEDING. STANDARD 5HEAR 4ALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, N 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. U.O.N. WITH TOP GAPS 0 STEEL COLUMNS TO BE MIN.Ya" BENT PLATE 8" LONG w FOUNDATION. CONCRETE, AND NIA50NRY w/ b" RISE 4 w/ (2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. I. CONTRACTORS TO VERIFY ALL DIMEN51ON5 OF EXISTING FOUNDATION A5 IT STOCKPILE ALL EXCAVATED MATERIALS. 0 APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE SET 6 DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGES A-I THROUGH A-3. 4. NEW v AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE 0 51.15-CONTRAGTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. GLA55 WINDOWS AND DOORS ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE FOR I. ALL &LASS TO BE INSULATED LOW-E, UNLESS OTHERN15E SPECIFIED. BACK FILL MATERIAL SHALL BE REMOVED FROM 51TE. ui 2. ALL FOOTIN05 TO BEAR ON FIRM,VIRGIN, UND15TURBEP 501L 2. &LASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 0 5. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. CLEARANCES ARE PROVIDED. 4. FOOTINGS TO REST A MIN. 01= 4-0BELOW GRADE, UNLE55 3. ALL 5LIDIN6 GLASS DOORS, 5KYLIOHT5, AND ANY GLA55 UNIT INSTALLED ELECTRICAL: w OTHERWISE NOTED WITHIN 18 OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM UNLESS OTHERWISE NOTED. TO 2011 NATIONAL ELECTRIC CODE, NFPA '70 AND 2015 INTERNATIONAL ENERGY 5. WALLS TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWIN55,U.O.N. CONSERVATION CODE. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS MANUFACTURER'S SPECIFICATIONS. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION OF WORK. r2 E O UNTIL 151TIER OF FRAMING IS IN PLACE. 5. ALL WINDOW5 TO BE CAULKED AND SEALED AS PER NEW YORK STATE "T. FOOTIN05 TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWIN65. ENERGY CONSERVATION CODE. 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA - GENERALLY,VERIFY OR PROVIDE HARD WIRED 6. PROVIDE FLASHING PANS UNDER ALL 5LIDINO GLA55 DOORS, WINDOWS, OR SMOKE DE7ECTOR5 w/BATTERY BACK-UP IN: 8. ALL OPENIN05 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. 50LIDWITHCONCRETE. < A. EACH SLEEPING ROOM 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PACE A-2. "T. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. B. OUTSIDE OF EACH 5EPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF 10. ALL F 4,000 U.O.N.TO HAVE AN ULTIMATE GOMPRE551VE STRENGTH AT 28 DAYS OF 4,000 8. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS THE BEDROOMS (GENERALLY THE HALLWAY) �}� Q,7%4 0 DP.5.1., SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH G. EVERY LEVEL OF DWELLING �OF N e\tl 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH (BA5MENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, PROJECT: (1) WALL TIE PER (3) 50. FT. ROUGH OPENING, U-FACTOR, LIOHT AREA,VENT AREA, AND ECRE55 REQUIREMENTS. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE R E ITE R MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. TEMPERED SLATS. 15. APPLY (1) GOAT OF TAR EASED WATERPROOFING TO EXTERIOR OF FOUND. RESIDENCE FROM FOOTING TO 2" ABOVE FINISH GRADE. OYP5UM WALL BOARD I. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 16. NO CONCRETE OR MASONRY' WORK 15 TO BE PERFORMED IN TEMPERATURES COMPOUND METHOD. OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITECT/ENOINEER. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS 2650 WICKHAM AVENUE OTHERWISE NOTED. WATER RE515TANT (W.R.) AT BATHROOMS AND WHERE 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY DEEMED APPLICABLE. �� STfi�UGTUfiz�1. DSS I C lel LOADS N.Y. 11952 ARCHITECT/ENGINEER. 5. 51e>", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS ENDRAL 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND (WHERE APPLICABLE) AT HEAT PRODUCIN6 EQUIPMENT TO EXTEND THREE FEET WHERE EVER APPLICABLE. IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PR.ODUCIN6 USE LIME LOPED DEAD LO�.D DRAWING TITLE: EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL - EXISTING TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR F N. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. 5M w/ BATTERY BACK-UP EXTERIOR BALCONIES 60 sf 15 sf GENERAL NOTES MIN. 10 DEEP PROJEGTIN6 6 ON EACH SIDE OF THE FOUNDATION WALL. P P PROVIDE TWO #4 DEFORMED EIAR5 CONTINUOUS IN THE FOOTING. ALL 4" THICK 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES,CORNERS, AND EDOE5 SHALL BE EXISTING TO REMAIN CARBON MONOXIDE CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORGIN&. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS O TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. NEW WOOD FRAME (L.5. co DETECTOR DECKS 40 psf 15 psf 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED 5TL. WHEN APPLICABLE) AS IN 50LID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND . HARD WIRED SMOKE AND CARBON PA55ENCER VEHICLE GARAGES 50 psf AS PER PLAN DEEP 4 3'-0" BELOW GRADE. ALL OPENINGS. NEW BRICK VENEER 5 I O MONOXIDE DETECTOR COMBO •.` NEW POURED CONCRETE w/ BATTERY BACK-UP ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE A-I. PAGE: INSULATION MECHANICAL CONNECTIONS: NEW/EXIST. LOAD BEARING 50 G.F.M. EXHAUST ATTICS WITH 5TORAOE (ROOF ABOVE 3 PITCH) 20 psf 15 psf I. ALL EXTERIOR WALLS AND ROOFS SHALL BE IN5JLATED WITH FOIL FACED WALL FAN w/ DAMPER FIBEROLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MP50N" MAY BE SUBSTITUTED ®®■ ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf 15 psf � FOIL TO BE PLACED TOWARD InIARM SIDE. WITH AN APPROVED EQUAL PRODUCT. WALL (EXIST. OR PRO.) TO HAVE 50 G.F.M. EXHAUST 0 0 2. THE 5U55TITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY 3-I/2" F.G. SOUND BATTS FL FAN 4 LIGHT GOMBP 5LEEPIN6 ROOMS 305f 15 psf 2. PROVIDE 2 R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION "SIMPSON" MANUFACTURER. WALLS FROM b" BELOW &RADE TO 24" BELOW GRADE IF DESIRED BY 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES w/ DAMPER p CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE MIN. (2) 2"x4" STRUCTURAL FOUNDATION WATERPROOFING. INDICATED IN SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL ® P05T FOR 4" WALLS STAIRS 40 psf 15 psf LOADING VALUES,CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING DATE: 12/22/17 2 OF 14 VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON" (MIN. (2) 2"xb" STRUCTURAL(5GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED POST FOR b" WALLS), U.O.N. GUARDRAILS AND HANDRAILS 200 psf 15 psf - 9" R-30 FOR FLAT CEILIN575 5. INSTALLATION PROCEDURES SHALL ALWAY5 BE CARRIED OUT AS PER - 8.25" R-:500 FOR VAULTED AND CATHEDRAL GEILIN&S MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 12 psf FOR ATTIC - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION SPECIFICATIONS OF THE PRODUCT BEING INSTALLED ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf 15 psf FOR CATH. - 5.25" R-21 FOR FLOORS 7. VARIATIONS IN CONNECTOR GONFIOURATION SHALL BE APPROVED BY ARCHITECT PLACE FOR JOB 5. ALL CONNECTORS SPECIFIED AS A "51MP50N" TOP MOUNTED BEAM HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER STICKER FERE ONLY ALONG WITH SPECIFICATIONS L15TF-D ABOVE. it HOLDONN DETAILS TNI' I GAL. NAIL. I NO/STRAff='I NO REGQU I REMENTS FOR FASTENING SCHEDULE A ,'HE COMPONENTS THAT ARE CHECKED ARE THE APPLICABLE HARDWARE FOR U F L I F T/ SHEAR/ LATERAL N I N D RE S I S TA N G E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS THE HOEDOWN REQUIREMENTS - ALL HARDWARE TO BE INSTALLED AS PER (SEE PAGE A-200 FOR STRAPPING AND NAILING REQUIREMENTS, MANU. SPEG.'s;MANUFACTURER SUBSTITUTIONS MAY BE MADE WHEN LOAD AND ROUGH OPENING FRAMING REQUIREMENTS) CAPACITIES ARE MATCHED "ALL STRAPPING TO 5E V4"x 20 GAUGE*'* -- "SIMPSON" EQUIVALENT — 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE *USE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL HOLD>OWN ' GONNEGTION A NAIL. NCC OR I D __:::]DESCRIPTION FAND QUA T17Y FASTENER NG OLINDATION5T �h ROOF i$ GE I L I NO FRAM I NO I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd j[___ A5T' ENDWALL COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE A-200 PER RAFTER (3) 2x FULL CORNER STUD ...--� AT RAFTER TO RIDGE RR 2 SEWOOD IS ASSUMED TO BE DF,#2 a BTR. IN DRY USE HEIGHT STUD TRANSFER HE CONNECTION: 2" GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE A-200 PER JOIST TRANSFER SHEAR 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL 2 8 �%r (EVIDENT DURIN6 INITIAL INSTALLATION)PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE A-too EACH LAP "SIMPSON" HDQS FOR STRAP - d COMMON • • • • HOLES,SET NEW MEMBER. • • HOEDOWN ANCHOR® NAILS ® b" O.G. b NAILS ® EA. END OF 57RAP LOCATIONS NOTED NAILCOMMON • • • 4.NO MIXING of NAIL SIZES OR IPE5 ALLOWED GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) a-Ibd COMMON EACH LAP ON PLANS 10" O.G. IF BLOCKED • . • CORNER POST JJ .TIES TIES �" 5.SEE SECTION b FOR ANY REQ'T TO CLINCH THE NAILS(TO TIGHTLY BOND THE END OF THE NAIL TO A q0" ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE A-200 PER TIE 0 64;,APHIG BELOW) n b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOGKIN6 TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE OR 4-I. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END ;�. GONNEGTION BI B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING HOLDOWN INSTALLATION OPTIONS: CONNECTION: " B2 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT V FOR NEW P. GONG. FOUND.'s �• FOP, STRAP — 8 d COMMON NAILS ® • w W7/5"O CAST IN PLACE 'f/b"� THREADED ROD OF STRAP: IN TOWN OF (SLIP OR NAILING TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE _ J FOR EXIST. P. GONG, OR NEWLY CURBED FOUND.'s • • SEE '1/b"m THREADED ROD (PRE;DRILLED) EMBEDDED 12" INTO NOTE GEOMETRY EXCEEDS THAT PERMITTED IN • • U J CONCRETE w/ "SIMPSON" SETT (HIGH 5TREN6TH EPDXY --- B 1 • • MAX. NAILING GRID ABOVE UTILIZE f • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. Q ADHESIVW, d FOR TEMP.'5 0-F-40°F USE 'SIMPSON" AT I SIMP50N H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) • �- ., HEADER TO HEADER (PAGE-NAIL) I6d COMMON 16" O.G. ALONG EDGES 1 • FOR TOENAILING - 3 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. E3 OG ; TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON 4 PER STUD FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN USE SAME • w/115"0 THREADED ROD CONNECTIONRQMNTS ---__._ , FOR G.J. TO R.R. - G1 IFS d COMMON NAILS FOR RAISED G.J.'s " -- BOTTOM PLATE TO FLOOR JOIST, BAND J015T, 1,2 � (WHEN APPLICABLE) FOR EA. PLATE TO STUD ABOVE t OR BELOW AT G...1. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) 2-I6d COMMON PER FOOT _16 d COMMON NAILS y_ A FOR G.J. TO G.J. - Q 16 d COMMON NAILS FLOOR FRAMING NA I � I NO//STRA�'�I NO � Jul I NDOJ�I/DOOR HEADER CONNECTION DI D2 SOLID BLOCKING JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-Sd COMMON PER J015T x NOTATION: • EA.BAY 1_ A- NUMBER OF bd NAILS ® EA. END OF STRAPPING (3.7,P. 151-2001) BRIDGING TO J015T (TOE-NAIL) 2-5d COMMON EACH END B-NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (3.235, P. Iq3 -2001) APPLIES G-NUMBER OF FULL HEIGHT KIN& STUDS ". --'". i r ® EA. SIDE OF HEADER (3230,P. Iq3 - ALTERNATE .23D,P6. Iq4 -2001) APPLIES • AT STUD TO FLOOR ASSEMBLY TO SILL BLOCKING TO J015T (TOE-NAIL) 2-Sd COMMON EACH END 0-NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KIN&STUD PLATE(5) GONNEGTION: D2 BLOCKING TO SILL or A -D TO END OF HEADER® EA. SIDE (3.-,P. 15'7 s WORKSHEET-2001) _ ._ I 3-Ibd COMMON EACH BLOCK E-NUMBER OF JACK 5TUD5 ® EA. END OF HEADER (3.22F, PI91-2001) I TOP PLATE (TOE-NAIL) F-NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD o o FOR STRAP - 8 d COMMON NAILS ® EA. G TO END OF 5ILL(5) m EA. SIDE (DOES NOT APPLY To DOORS) D I • END OF STRAP (WRAP STRAP UNDER SILL PL.) I LEDGER STRIP TO BEAM (PAGE-NAIL) 3-I6d COMMON EACH JOIST (3.6,P. 15'1 6 WORKSHEET -2001) o JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST B E FOR EA. OLATE COMMON STUD SVE 8 OR BELOW - FASTENINO SCHEDULE B a . BAND JOIST TO J015T (END-NAIL) 3-I6d COMMON PER JOIST F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGSALTERNATE CONFIGURATION - ABOVE 5 TO [IN ACCORDANCE WITH WOOD FRAME FLOOR G�NNEGTION w/ # LPT4 SIMPSON (OR --- STRAP w/0) BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON I PER FOOT ° ___-- bd NAIL5 o EA.END A CONSTRUCTION MANUAL 2001 EDITION I STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES ~^" of EASTRAP TO — ALTERNATE USER . ROOF SHEATH I NO OT T O SIMPSON H2.5A) ROUGH A B G D E F G STRUCTURAL PANELS: (SEE ALSO GRAPHIC, 8d COMMON b" EDGE / 12" FIELD PERIMETER ZONE 8d COMMON b" EDGE / 12" FIELD OPN6 INTERIOR ZONE TH,3 SECTION) (4" O.G. ® GABLE 2'-0" 2 I I I I I NA I L. I NO �ATTERNS FOR S I DE LO;'�D�D BAMS (i e . FLUSH BAMS) - REQUIRES SILL PLATE OF 2"xb" (MIN) 4'-O" 4 2 GE I L I NG SHEATHING REQUIRES (3) 2"x12" HDR (MIN.) (2'-0" 5 I 3 3 3 3 GYPSUM WALLBOARD 5d GOOLERS� 7" EDGE / 10" FIELD 2 3 4 4 4 FASTENING RECOMMENDATIONS FOR SIDE-LOADED, WALL SHEATHING MULTIPLE-PIECE MEMBERS N NAILED' BOLTED' 2 ROW5 Ibd s ROWS Ibd 2 ROvs)v 2 ROW5Yz" 2 ROW515" STRUCTURAL PANELS COMMON COMMON BOLT5•24' BOLTS BOLTS b EDGE / 12 FIELD Z ■ ROWS 12"O.G. THREE ROW5 12"O.G. 8d COMMON O 12"O.G. O 12"O.C. O•G•gT � • 12"O.G. O b"O.G. o 0 0 " 'I 0 0 0 0 0 W " o " o GYPSUM WALLBOARD 5d COOLERS '1" EDGE / 10" IFIELD 2 0 o a o � O -- FLOOR SHEATH I NO (SUBFLOOR) U BEAM SELECTION w/ STD. NAILING TWO ROWS 24"O.G.STAGGERED TWO ROWS b"O.G. AS NOTED IN NOTES 7880 0 0 0 0 0 0 0 0 0 ANG+�OR BOLT Si'EG I OAT 1 ONS STRUCTURAL PANELS: I.TOP AND BOTTOM R01-15 SHOULD BE 2"FROM EDGES O O O O O O O O „ i or LE55 8d COMMON b" EDGE / 12" IFIELD 0 b"-12" 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" GREATER THAN I" lOd COMMON 6" EDGE / 6" FIELD SPECIFICATION (WFCM TABLES 5.2A +E 5.25, P. 112) FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL CORNERTHICKNESS OF THE MEMBER USE WASHERS UNDER HEAD AND H.M. 3q" CONDITION FOR ALL STRUCTURES: s.STAGGER EACH Row OF FASTENERS BY 12" w 5%b"m ANCHOR BOLTS ® 31" O.G. 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. . OVERLAID ROOF 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO BOTH SIDE OF THE MEMBER "- 4 FALSE VALLEYS r i '•r 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED r_l.f i �p FOR 4"O.G.NAIL 5PAGIN6. ��/ NOTES: 5TD,NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: ��CO �� rvi' I. MIN. 7" EMBEDMENT INTO CONCRETE 7.2 ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS 12"OR LESS Ali r STRAPPING w/ � END w/ 3" SQUARE WA5HER5 AND END NUT SETUP; b.s ROWS OF Ibd COMMON NAILS(12"O.C)FOR DEPTHS OF 14",Ib"s 0". 4 8d NAILS Q sS aYa\ Z O ® EA.END ® R.R. CONDITION IS" EMBEDMENT FOR G.M.U. BLOCK FOUND. g FILL 1..� - �• iv TOP TWO COURSES SOLID FULL WIDTH 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR -y' , n37A � PLAN DIAGRAM OF ZONES- OR REPLACED BY HOLD DOWNS FOR 5HEARWALL5 N a41 ®p l:\ 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" 41 FROM ENDS AND CORNERS (TWO ® CORNERS) DRILL 24) INTO ROOF (SEE DIAGRAM TO LEFT) /� DECK FOR STRAPPING INSTL. T. 4. COORDINATE W/ HOLDOWN LOCATIONS S L I I NO O TO LAT GABLE ENDWALL NEW R.R.SET W/ R.R. LO NEW PROJECT: R.BELOW 4 10d REITER BRAG I NG/STRAPPING TOE NAI NOTED DONT.BLOCKING TOP PLATE BLOCKING 2 FOR RAKES 12"OR 5PIKED TO R.R.'s }— SPLICE —} BAYS BACK ® LE55 PROVIDE RESIDENCE LENGTH I TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BLOCKING m 12" O.G. ALIGN NEW E EX. FOR WIND - EXPOSURES 5$0 - FOR WIND - EXPOSURES 540 - 4'-o" O.G. TO AGHEIVE RAKE O.H. R.R.AS SHOWN ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF PLAN VIEW BUILDING MINIMUM SPLIGE'�` BUILDING MINIMUM SPL IGEt NOTE: SIMILAR m 'SHED' 2650 WICKHAM AVENUE 5d DIMENSION (FT.) LENGTH (FT.) DIMEN510N (FTJ LENGTH (FT.) ROOF,R.R. IN LINE STRAP w/(3) 8d NAILS EA.END MATTITUCK N.Y. 11952 OF EA. STRAP 4'-0" ATTIC MECHANICAL CONNECTIONS: DRAWING TITLE: 20'-0" 4'-0"/5'-0" 20'-0" 5'-0" I. ALL MECHANICAL CONNECTIONS 5PEGIFIED AS HOLDOWN, ANCHOR BOLT, T13LOCKIN&2 BAYS "51MP50N" MAY BE SUBSTITUTED WITH AN STRAPPING & 24'-O" 4'-0"/5'-0" 24'-O" b'-O" BACK® 4'-0" O.G. APPROVED EQUAL PRODUCT. 2. THE SUBSTITUTION SHALL MEET ALL OF THE NAILING DETAILS MINIMUM CRITERIA SPECIFIED BY "SIMPSON" FASTENING SCHEDULE 28'-O" 5'-O"/6'-3" 28'-O" T-0" MANUFACTURER. 3. ALL LOADING CAPACITIES SHALL MATCH 32'-0" 6'-O"/T'-b" 32'-0" &.-O" EXACTLY OR EXCEED VALUES INDICATED IN SECOND FLOOR g 'SIMPSON' PRODUCT LITERATURE. THERE MAY 36'-0" 36'-O" q �i BE SEVERAL LOADING VALUES, CONTRACTOR PAGE: "1'-O"/8'-9" I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE '-O" SHALL CONTACT ARCHITECT IF ANY LOADING CONNECTION USING 2-I66 NAILS PER FOOT.FOR SHORTER SPLICE VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY LENOTHS,E THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 8'-O"/10'-O" 40'-0" II'-O" BLOCKING 2 BAYS 4. ALL PROVIDE AN CONNECTIONS SHALL BE HOT PROVIDE AN EQUIVALENT NUMBER OF NAILS BACK ® 4'-0" O.G. DIPPED GALVANIZED A-200000 2.TABULATED SPLICE LENGTHS ASSUME A BUILDIN6 LOCATED 50'-O" 10'-O"/12'-6" 50'-0" 13'-0" 5. INSTALLATION PROCEDURES SHALL ALWAYS BE IN EXPOSURE B TYPbd .STR EA. END CARRIED OUT A5 PER MANUFACTURER NAIL5.TABULATED SPLICE LEN&TH5 ARE BASED ON b FOOT WALL 60'-O" 12'-O"/15'-O" 60'-O" OF EA. STRAP SPECIFICATIONS OF THE PRODUCT BEING HEIGHTS FOR OTHER WALL HEI&HT5,H,THE TABULATED UNIT INSTALLED. LATERAL LOADS SHALL BE MULTIPLIED BY H/b; ll FIRST FLOOR b. ALL FASTENING CRITERIA SHALL BE CARRIED DATE: 12/22/17 3 OF 14 FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE '70'-0" 141-0" -701-0 I q-O OUT AS PER MANUFACTURER SPECIFICATIONS NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR OF THE PRODUCT BEING INSTALLED (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 80-01 "1. VARIATIONS IN CONNECTOR CONFIGURATION I(01-011 501-011 :2:2'-0" q'WALL- 1.125 i. SHALL BE APPROVED BY ARCHITECT lo'WALL- 1.25 BLOCKING 2 BAYS 8. ALL CONNECTORS SPECIFIED A5 A "SIMPSON" II'WALL- 1.5-15 12'WALL- 15 THIS COLUMN w/MULTIPLIER BACK® 4'-O" O.G. TOP MOUNTED NTUTPLACE FOR JOB FOR 10'-0" WALL ALLOWED TOBE 5UB5TIED WITH A TOP 4.TOP PLATES SHALL BE A MINIMUM OF STUD GMOUNTED BEAM HANGER ONLY ALONG WITH RADE MATERIAL SPECIFICATIONS LISTED ABOVE. STICKER HERE MISCELLANEOUS FRAM I NO O RAFH 1 GS I I/� I,�I t--� I/� (THAT EXCEED FRAMING STANDARDS, IT 15 REO'D FOR FRAMER TO HAVE A ADDITIONAL T� ONA NOTES � CS�E� FIC AAT I ®NCS F I REE3LO��I I 0 FOR FLATFORM �' `OOJ-/ FRAM I I O WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK l"t1�1✓ 1� (FOR ENOINEERED LUMBER Do. WOOD I-JOISTS] SEE MANU. SFEG.15 FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BLOCKINO UNDER LOAD BEARING WALL I-JOISTS I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES NON-LOAD BEARINO WALL OFFSET FROM SUPPORT I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THIS SECTION, THE GOVERNING AS FIRE-5TOPPIN6. BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST STUDS STUD CODE EVALUATION REPORT SERVES AS FIRE5LOPPIN5. SUBFLOOR 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE SUBFLOOR NOTCHING AND BORING OF SOLID SAWN RAFTERS PLATE SERVE AS FIRE5TOPPIN6. SOLE PLATE NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE SOLE PLATE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL RAFTER DEPTH. WHERE NOTCHES JOIST SERVES AS FIRE5TOPPIN6. ARE MADE AT SUPPORTS THEY SHALL NOT EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND 5 5. FIRE5TOPPIN6 SHALL BE :2 INCHES OF WOOD BLOCKING THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. OR OF NONCOM-51,15TIBLE FILL. 6. FOR PLATFORM FRAME CONSTRJGTION: THE SOLE NOTCHING AND BORING OF STUDS AND 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD JOISTS SERVE AS FIRE5TOPPIN6. JOIST OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF THE STUD LENGTH SHALL NOT -1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND MAXIMUM OFFSET JOIST DEPTH, d EXCEED 25% OF THE ACTUAL DEPTH. BORED HOLES SHALL NOT EXCEED 40% OF THE ACTUAL 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS STUD DEPTH AND THE EDGE OF THE HOLE SHALL NOT BE CLOSER THAN 5/6" TO THE EDGE OF 4 SERVE AS FIRESTOPPIN6. MATCHED 51ZE OF $LOCKING UNDER FIRESTOPPIN6 AND THE STUD. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GR055-SECTION 3 8. THE HEADER SERVES AS FIRE-STOPPING. NON-LOADBEARIN6 PARTITIONS a 52 O.G. BLOCKING STUD DOUBLE PLATE . T O-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL 01- BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NG BRAG I NO STRINGER TO SERVE AS FIRE5TOPPIN6. GANTI LEIlERI.D FLOOR GABLE ENDWALL M: MATERIALS STANDARDS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE OF ANY MATERIAL = 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR W ° STUD OR METHOD OF CONSTRUCTION NOT SPECIFICALLY PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH f 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL 2"x4" CONTINUOUS GABLE END AND THE AUTHORITY HAVING JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH I- 5UBFLOOR -SOLE PLATE LATERAL BRACE• V O.G. TRUSS APPROVED AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER 5TRUGTURAL I FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF C) 2) lod NAILS TRUSS OR SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 W OF THIS DOCUMENT ( THI5 DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPIN6 SHALL BE COUNCIL'S WFGM WOOD FRAME CONSTRUCTION MANUAL AND THI5 P D FORMAT, LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED V AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL J ILS AS APPLICABLE AS A DERIVED WORK ). 5HRINKA&E CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON J Io) 5 PLATFORM FRAME CONSTRUCTION NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE NA -LOCATIONS REQUIRJN6 FIRESTOPPIN6- Q M I IDENTIFICATION AS FIRESTOPPING. ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, PREFABRICATED WOOD TRU55E5, GYP5UM, HARDBOARD, AND STRUCTURAL PANELS, FIRE- FIRE- WOOD FIRESTOPPINs FIRESTOPPIN6 SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING RULES SPECIFIED IN M.I THROUGH MI.95. STOPPING sroPPING Fine- FIRE- SOLE STOPPING STOPPING * 5d COOLER NAILS a 10"O.G. JOIST M 1.1 LUMBER „,r�. °� AND JOIST 2"x4"BLOCK NAILED TO EA.BRACE ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, LOCKING w/(4) IOd NAILS SHALL BE IDENTIFIED BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY WHICH PARTICIPATES a' VERTICAL 20 go.STRAP FIRESTOPPIN6 WHEN STUD GSUB YPM OARD IN AN ACCREDITATION PROGRAM SUCH AS THE AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. oV �- ''' ' cERINE IS APPLIED THE GRADEMARK SHALL INCLUDE AN EASILY D15TINOUISHABLE MARK OR INSIGNIA OF THE GRADING AGENCY WHICH TO UNDERSIDE OF * 5d COOLER NAILS a 10"O.G. (10)8d NAIL JOISTS , DOUBLE PLATE NOTE: COMPLIES WITH THE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-9q. LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 ENDWALL STUDS JOIST SHALL BE LOCATED DIRECTLY •DENOTES ALT.FOR USE of DRYWALL 5CREW5 OVER STUDS,UNLESS TOP PLATE 15 4"a EDGE/12"m FIELD FULLY BLOCKED M 1.2 GLUED LAMINATED TIMBERS STUD-/ NoNcoMemTIBLE DESIGNED TO CARRY THE LOAD SGR.EWS Kb - tV+"TYPE Vd OR 5 GLUED LAMINATED TIMBERS SHALL MEET THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED SOLE FIRE5TOPPIN5 or GIT+RDm LocArloN INTERIOR STUD DETAIL LAMINATED TIMBERS. FIREsr°PPING HOOD LOCATION I 5 LOCATION 6 OVERLAID ROOF M 1.3 PREFABRICATED WOOD I-JOISTS ATTACHMENT @ YALLEY ASSEMBLIES USING PREFABRICATED WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 STANDARD SPECIFICATION FOR E5TABL15HIN6 AND MONITORING STRUCTURAL CAPACITIES OF PREFABRICATED k 2'SPACE NOT ED \ WOOD I-JOISTS, THIS DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS ',g�. TO BE FILL \ \ ® NONCOms TIBLE FIRESTOPPING SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. FIRESTOPPIr� APPRox.I INCHTHICK STRAPPING w/ 4 6d NAILS M 1.4 STRUCTURAL COMPOSITE LUMBER \ a EA.END a R.R. SINGLE MEMBERS OR ASSEMBLIES USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF LOCATION '7 FULL WIDTH ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF 5TRUGTURAL COMPOSITE LUMBER PRODUCTS, \ 2" BLOGKIN p THIS DOCUMEN, THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE FIRE5TOPPING MANUFACTURER'S CODE EVALUATION REPORT. LOCATION 8 LOCATION 9 W LOCATION 10 0 M 1.5 PREFABRICATED WOOD TRUSSES DRILL 2"0 INTO ROOF ASSEMBLIES USING PREFABRICATED WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE TOF FLATS DECK FOR 5TRAPPIN5 IN5TL. GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, INTERSECTION DETAIL EXIST.OR NEW OR THE MANUFACTURER'S CODE EVALUATION REPORT. NEW R.R.SET w/ R.R.BELOW 4 lOd UPPER TOE'ATE LAPS TOE NAIL NOTED DONT.BLOCKIN6 M 1.6 GYPSUM TOP Pini LOWER SPIKED TO R.R.'s GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MEET THE PROVISIONS OF ASTM G36 GONTI NUOUS BUILT-UP :�I t�DERS, THREE OR MORE SUFFORTS SPECIFICATION FOR GYPSUM WALLBOARD, ASTM 03-7 SPECIFICATION FOR GYPSUM LATH, OR G'7A5TM q ALIGN NEW a EX. SPECIFICATION FOR GYPSUM SHEATHING BOARD. CONNECTION PATTERN SCHEDULE R.R.AS SHOWN BETWEEN I/b M I.1 HARDBOARD CONNECTION a I/4 of A PLAN VIEW HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL MEET THE PROVISIONS OF ANSI/AHA A135.4 5A51G PATTERN DESCRIPTION ASSEMBLY REQUIREMENTS: HARDBOARD OF ANSI/AHA AL35.6 HARDBOARD SIDING. WHENIR ORDERS MADE UP OF JOISTS NAILED TOGETHER NOTE: SIMILAR a 'SHED' A (2)ROws IOd NAILS• 12"O.G. MAX.32 P SIDE BY SIDE ARE CONTINUOUS OVER THREE OR MORE ROOF,R.R. IN LINE M 1.8 STRUCTURAL PANELS SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE B (5)ROWS IOd NAILS a 12"o.G. 51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN M 1.8.1 PLYWOOD INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE PROVISIONS OF G (2)Rows v2" m BOLTS• 12"O.G.srA66ERED; NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE i2 GENERAL REG2U I REMENTS FOR GENERAL REG2U I REMENTS FOR U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND DBL.° ENDS BUILT UP 61RDER MAx $2• TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. w INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 2 (P52) D (2)Rows 1/2" m BOLTS a Ib"O.G. 2 PERFORE STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE EVALUATION REPORTS. NAILING: 2 E (2)ROWS 1/2" m BOLTS a 24"0.0. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE T M4INt_0.15 ¢ M 1.8.2 BETWEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, I (2)ROWS 5-5/6"TRU55LOCK SCREWS a I2"O.G. a 1/4 OF A i ORIENTED-STRAND BOARD (OSB), NAFERBOARD ORIENTED-STRAND BOARD OR WAFERBOARD F SCREED ON(1)SIDE OF MEMam OTHERS STAGGERED WITH A DISTANCE OF 16 INCHES USED IN STRUCTURAL IONS SHALL MEET THE PROVISIONS OF U.S. DEPARTMENT OF GORNMERGE VOLUNTARY (2)ROw5 5-5/5"TRU55LOCK 50REw5 a Ib"o.C,. p, BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE PRODUCT STANDARD 2 (PS2) PERFORMANGEVOLUNTARY PRODUCT STANDARD FOR WOOD-BASED 6 5GREV ED ON(U SIDE OF MEMBER TO BE NAILED FROM EACH SIDE w/ IOd NAILS, TWO NEAR o �. STRUCTURAL- USE PANELS OR APPLICABLE CODE EVALUATION REPORTS. (2)ROws 5-3/6"TRUSSLOGK 50-REWS a 24"O.C. EACH END OF EACH JOIST, OTHERS STAGGERED w/ A \`DIAM.X 3 SCREWED ON(U SIDE OF MEMBER H DISTANCE OF 32" BETWEEN NAILS IN A HORIZONTAL LINE. - ' , M 1.8.3 PARTICLEBOARD (2)ROw5 5"TRUSSLOCK SCREws. I2.O.G. THREE-PIECE I. NAIL5 SHALL BE DRIVEN PERPENDICULAR TO PARTICLEBOARD USED IN STRUCTURAL APPLICATIONS SHALL CONFORM TO ANSI A2095.1 J SCREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS THE MEMBER, STRAIGHT THFOUGFf AND SENT OVER i. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF AND ANY REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. K (2)Rows 5"TRUSSLOGK SCREWS• Ib•O.C. ON EA. 51DE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING A MIN. OF (5) NAIL DIAM.'s AT A q0° ANGLE APPROX. 30° w/THE MAIN MEMBER $ STARTED APPROX. SCREWED ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w/ Y5 THE LENGTH OF THE NAIL FROM THE MEMBER END, M 1.8.4 FIBERBOARDL (2)Rows 5•TRUsSLOCK SCREWS• 24'O.G. BETWEEN 1/6 A DISTANCE OF NOT MORE THAN 32" BETWEEN NAILS IN A A5 SHOWN ABOVE SCREV4D ON BOTH SIDE OF MEMBER a 1/4 OF A FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHALL MEET THE PROVISIONS OF HORIZONTAL LINE. ANSI/AHA AIO14.1 CELLULOSIC FIBERBOARD OR ASTM G205 STANDARD SPECIFICATION FOR CELLULOSIC 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER, FOR THI5 APPLICATION, SHALL BE AT LEAST FIBER INSULATING BOARD. NOTE: < P FOUR-PIECE OIDER5 ARE TO BE ASSEMLED AS SHOWN, AND I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SIX TIMES THE DIAM. OF THE NAIL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN e•OR SMALLER NAILED w/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE �✓ ,'fir :�► a CONNECTION PATTERN 10"OLARER ORDER.M 1.8.5 P 5. TO AVOID 5PLITTIN6, No MORE THAN 2 TOE NAILS SHALL STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN STRUCTURAL APPLICATIONS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST 2.WHEN FASTENERS 1/NAILING FROM BOTH SIDES OTHER MEMBER- FOUR-PIECE „ MEET THE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I (PS- U, OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER ANCHORING: WHEN FASTENED TO A 2x4' TOP PLATE OR 5 TOE NAILS BUILT UP GIRDER ` THE GOVERNING BUILDING GODS, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN APPLICABLE CODE GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, 's � IN EA. SIDE WHEN FASTENED To A 2"xb" TOP PLATE. EVALUATION REPORTS. NAILED TO WOOD P05T5 OR BOLTED TO STEEL COLUMNS. GHIM. CHASE SECURING STD. SIDE WALL M 2.2 FA5TENER5 AND CONNECTORS ALL FASTENERS AND CONNECTORS SHALL CONFORM TO THE STANDARDS 03r� �aat� SPECIFIED IN M 2.2.1 THROUGH M 2.2.'7. M 2.2.1 BOLTS ABBRE Y I ATI ONS BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). NOTE: PROJECT: (SIM. a CHASE WITHIN PLANE OF ROOF M 2.2.2 LAO SCREWS w/STUD5 TO ATTIC FLOOR a BLK'6 TO LAO SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ ASME 5195.2.1 SQUARE AND ABBREVIATIONS K11 KIPS(1000 LBS) REITER RA. SIDES w/STRAPPIN6 TO R/L SIDE5) HEX BOLTS AND SCREWS (INCH SERIES). BD BOARD MANU.5PEG.'e 'S MANUFACTURERSPECIFICATIONS MAX. IMAXIMUM IL t(1�I O N M 2.2.3 TRUSS METAL CONNECTOR PLATES BFE BASE FLOOD ELEVATION MEGH. MECHANICAL TOP PLATE a o_1 RESIDENCE /- Q TRUSS METAL CONNECTOR PLATES SHALL MEET THE REQUIREMENTS OF BLDG. BUILDING GHIM. CHASE WALL Q Q z MIN. MINIMUM z 1� Q ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, THE GOVERNING "' � BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EVAB.O.ATION REPORTS. B. BEAMBOTTOM OF NAVD66 NORTH AMERICAN VERTICAL DATUM OF 11166 NYC BC NEW YORK CITY 6UILDIN6 CODE w Q M 2.2.4 BOT. BOTTOM O.G. ON CENTER 2650 WICKHAM AVENUE z u1 METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND GAGE ARE 5PEGIFIED, MINIMUM F13-O.N. BOTTOM OF WALL OCG. OCCUPANCY ASTM A653, STRUCTURAL QUALITY, GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL MEET THE G.J. GEILIN6 JOIST MATTITUCK N.Y. 11952 OL z REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE DBL. DOUBLE PBFE PRELIMINARY BASE FLOOD ELEVATION ROOF p z MANUFACTURER'S CODE EVALUATION REPORTS. P.GONG. POURED CONCRETE {- DFE DESIGN FLOOD ELEVATION M :2.23 NAILS DIM. DIMENSION PL PLATE DRAWING TITLE: N z PLYwD. PLYWOOD NAILS SHALL COMPLY WITH ASTM F 166"1 STANDARD SPECIFICATION FOR DRIVEN FASTENERS: D.J. DECK Jolsrs REQ'D $LOCKING -1 N P.T. PRESS)RE TREATED QQ NAILS, SPIKES, AND STAPLES. EAEACH ADDITIONAL NOTES, DETAILS TO ALIGN w,/5T'RAPPIN6 Q �w O- . REQb REQUIRED a EA. LEVEL ABOVE Al N ELEV. ELEVATION THE FIRST FL. a z d M 2.2.6 PNEUMATIC NAILS AND STAPLES RI RISER & SPECIFICATIONS W O PNEUMATIC NAILS AND STAPLES SHALL MEET THE REQUIREMENTS OF THE EQUIP. EQUIPMENT RM. ROOM FLOOR/01-6. ® GOVERNING BUILDING CODE AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE EXIST. EXISTING R.R. ROOF RAFTER EVALUATION REPORTS. EXT. EXTERIOR STL. STEEL M 2.2.-1 SCREWS F.A.I. FRESH AIR INTAKE .V. SMART VENT SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 WOOD5GREWS (INCH SERIES). FAR FLOOR AREA RATIO STBD TO BE DETERMINED PAGE: FAV. J.FRESH AIR VENT TEMP 6L. TEMPERED GLASS AR FF FINISHED FLOOR THK• THICK \ / \ / FF El FIRST FLOOR ELEVATION T.O.W. TOP OF WALLA-20100 511:;)E V I E W FLAN 1( I E W F.J. FLOOR JOI5T5 Tr TREAD FRGEII FRFLOOD RE515TANT CONSTRUCTION ELEVATION TYP. TYPICAL FR. AME U.O.N. UNLESS OTHERWISE NOTED FRPR. FIREPROOF V.I.F. VERIFY IN FIELD DATE: 12/22/17 4 OF 14 GYP.BD. 6YP5UM BOARD w/ WITH H.D. HOLD DOWN VIp, WOOD HDR HEADER ZR ZONING RESOLUTION HN6R HANGER INSUL. INSULATION INT. ]INTERIOR PLACE FOR JOB STICKER HERE - - I _ - f ! 1 / 1 LW/�// LL. F- U r w H- U U J A 0 / 1 ° ' O 0 W� o� 37.6 LOQ- GC)VEfiACE PROPOSED EXIST. 3Q'a SUFFOLK COUNTY TAX LOT NO. 1000-139-3--1 ! ADDITION C.E. 1 DESCRIPTION (ZONE R-40) AREA % LOT �Is•2' 22.3' 22.3' PROPOSED TOTAL LOT AREA 71848.0 S.F. COVERAGE FRAME DECK 25.0' O O EXISTING HOUSE 2,8217.0 5.t'. 10.2% v o- / PROP. 1 PROPOSED ADDITIONS(COVERED 1,133.4 5.F. 4.1% DORMER 25 8' PROPOSED DECKS 386.3 S.F. 1.4% PROP05EP RAMP5 272.0 5.F. 1.0% TOTAL AREA OF ALL STRUCTURES 4618.? 5.F. 16.6% EXIST. I STRY MAXIMUM COVERAGE ALLOWED = 20% / 1 °j FRAME HOUSE 51TE LAYOUT NOTE5: I. TH15 15 AN ARCHITECTS 51TE PLAN d 15 m PROP05ED CARPORT SUBJECT TO VERIFICATION BY A LICENSED m SURVEYOR. THE INFORMATION REPRESENTED ON TH15 51TE PLAN 15 TO THE NEW ARCHITECT'S BEST OF KNOWLEDGE. .D PRO O5ED A.G. 2.SURVEY INFORMATION WAS OBTAINED / 6 DORMER I FROM A SURVEY DATED NOVEMBER-1,201-1 F NEW AND PREPARED BY: Z W JOHN G. EHLERS 6 EAST MAIN STREET EXIST. RIVERHEAD,N.Y. 11901 V PROPOSED GEN. TELEPHONE: (631)369 8288 COVERED DECK '' I 1 ti,l W NOTE. Q I. SITE PROTECTIOWSILT FENCING TO BE 0 — IN5TALLED AS REQUIRED BY SOUTHOLD M B 0 TOWN. > pU OXuj DORMER ORMER p 22.3' 1 ! :c �G Aid rrenn ...' -f`• •j � i.9. Cfyl v/ .. ... . .. ' '•� .. .. •. 22.3' � ' Cj'�� .3.;�Q'� �� 0 7406 ;• .t t. OF NE`s . .>'.'• ••PROPOSED'... ;,•. . ASPHALT {; DRIVEWAY ,•RECONFIGURATION•..' PROJECT: REITER RESIDENCE •t 'f•'` '�': 2650 WICKHAM AVENUE MATTITUCK N.Y. 11952 DRAWING TITLE: Ao :Y SITE PLAN _ _ _ _ _ _ 4'4� PROJECT INFO; ZONING CHART NI705540 E I6I .P O t i t PAGE: AM -300mOO G J DATE: 12/22/17 5 OF 14 ARc�H I TEGTURAL 5 I TE FLAN 50ALE: 1" = 10'-011 , I AVENUE PLACE FOR .100 STICKER MERE EXISTING BILOO DOOR TO REMAIN I I I I I I EXISTING MASONRY 71 PORCH TO BE I W , -�--j------------------------ -------i REMOVED --- --) I III i I LTJ III I I 1-IH i I lI EXISTING WLLj INDOWS � I III I I 11 TO BE REMOVED () I II V .J.I EX15TINO WINDOWS I III F-===� EXISTING TO BE 11 III TO BE REMOVED \ DEMOLISHED IH \� II EXISTING WINDOWS III EXISTING CEILING Q AND DOOR TO BEI I III JOIST TO BE u. ' REMOVED III II I III REMOVED IN I-IH I I II MASTER BEDROOM ------ - ____ EXISTING TO BE II ----�--_- ----�---- ----------- _ -T~ EMOL I SHED : IY�rA Ld II I I II 11 II 11 II � I I II _____________ --_-_---J L _ III I Gall (mal I I I I r� 1 III r----------�-�-�f---------- 1 1 II I III I i (`e � � i J I I 11 I Illj I j� EXISTING KITCHEN I I I II I DI^1 II TO BE DEMOLISHED 1 1 I II I I I �� I I � II I 1 \\ // I I // ��\I EXISTING PLUMBING EXISTING WINDOWS II I I I I I II i \ / I I \�`�� FIXTURES TO BE TO BE REMOVEDr---1--�1 I I II \ / 1 I REMOVED -- I I I EXISTING CEILING I I \/ I L III r -71 1 1 EXISTING TO BE JOIST TO BE I III I II IH DEMOLISHED RVINO ROOM I III II II I L--JI EXISTING TO BE EMOLI5HED EXISTING STOOP --- ------ ----- 1 I [- TO BE DEMOLISHED I I I I I EXISTING WINDOWS 1 ------� I ll II I--T -T TO BE REMOVED I I I ----- --- -----� r r-I--I-T r-r-1 r---, r---- u III ____ _ L___ ______________ _J L____J III I \ DN-- - / �- - -- - �- ------- LJ_ Lwl I I � \� 1 ------- � E-----_----- ---- I III I �F ___________� i LL 1-L_LJ L- t==t---J I I L rJ L F--�_\--- --- L-� -L----- ---� I I --- I I �-- o of L._ O O /� u ___= J 1 t�i� )� 1/1 )� I I LAUNDRY I I Iln� \ � I I II IL__Q n I I LL-J ZL---J L J L------ -------j L-------- I r-- ------- --- ---i--- --- -- - - 4 ---J --- ----------- I I U I I 1 / EXISTING RAMP TO I I / III DN ---------- III 1 II �i I BE DEMOLISHED EXISTING WINDOW51 I L- I AND DOOR TO BE I 1 ---- L If I I REMOVED 1 EX15TINO STOOP I —�-——— -- III 1 Q I ------------------, I TO BE DEMOLISHED I 1 II EXISTING TO 8E p I1 1------------------ I I I \ DEMOLISHED I I II L----------------J IIII I L----------------J II I 1 I II I 1 EXISTING CEILING II I 1 JOIST TO BE REMOVED I I I 1 1 BEDROOM IN C- D A CI II I II I I I � A II EXISTING CEILING I I I t II JOIST TO BE I I I KL '�r: REMOVED IN I I _ 4 I I GARAGE EXISTING GARAGE DOOR TO B .� O?7() ®� REMOVED i t I I 1 1 .>�. A�, II I I i I OF: r it I I 1 I 11 PROJECT: II I i II EXISTING WINDOWS I TO BE REMOVED EXISTING WINDOWS R E I TE R 11 TO BE REMOVED I I 11 RESIDENCE II II -----L--- --- --- 2650 WICKHAM AVENUE MATTITUCK N.Y. 11952 DRAWING TITLE: DEMOLITION PLANS FIRST FLOOR FLAN - DEMOLITION 5GALE: 1/4" = I'-O" PAGE: DM-100 . ®® DATE: 12/22/17 6 OF 14 PLACE FOR J06 STICKER HERE NEW CMU BLOCK WALL p NEW I95"x12" DEEP CONT. 6, POURED GONG. FOOTING — — — — — — — — — — — =NEW (2) 2"x8' -7 NEW (2) 2"x8" NEW r2) 2"x8" / /1 — — — — — — — — — — — — — P.T. BEAM P.T. BEAM P.T. BEAM 'I NEN POURED XGONO. FOO TING I I LE I X DRILL a NEW 8" (P GONG. - COLUMN b 21.5 4) 1 PROPOSED - EPDXY PIN NEW �pFn,6 Q ® GWL ® FOOTIN65 INTO xBELL FOOTINGSPACE Z EXIST. FOOTINGp w �� 1 (u) � I z DRILL d EPDXY PIN NEW FOOTIN65 INTO EXIST. FOOTING PROVIDE ( � / / UP — — ACCESS `L! NEW (3) 2"x8' NEW (3) 2"x8" �� EW (3) 2"XS" — — — — — — — — — — — — — — — — — — — — — — W P.T. BEAM P.T. BEAM P.T. BEAM \ ir- - - - - - - - - - - - - - - - - - - - - - = W NEW 2"xb" F_— V NEW 24"x24" DEEP CONT. P.T. D.J. _ -j POURED GONG. FOOTING / - - SEE TYP. 1 LEDGER NOTE Q _i NEW 8" m GONG. I n Q O EXIST. (5) 2"x10" BEAM - - - - - - - - EXIST. (5) 2"x10" BEAM COLUMN d 21.5" w - - - - - - - - - - - - BELL FOOTING 1 X TYPICAL LEDGER BOARD ® EXT. DECK: (T`(P) I. (I) 2"x8" P.T. BD. X 1 m 2. SECURED H/ (2) 5/8" 4) x 5" LONG H.D. 6AL. LAG BOLTS ® 16" O.G. OI / 5. INSTALL H.D. 6ALV. JOIST HAN6ER5 BY 'SIMP50N' (OR EQUAL) . I BENT OVER TOPED E OF BDTH SIDING +E UP 4 INO TUCKED Q 5. SEE NOTED DETAIL �yl� NEW 2"xb" Q PROVIDE b" P.T. D.J. CHIM. I I I POURED GONG. ® Ib O.G. NLu SLAB w/ B m t I bxb-10x10 W.W.M. BETWEEN EXIST. (5) 2"x10" BEAM CENTER dUPPER - - EXIST. (5) 2"x10" BEAM _ _ I I � OF SLAB � - - - - - - e—EXIST. (5) 2"x10" BEAM - -� - - - - 8— - - - _e - - SEGURED IN / \ EXIST. (5) 2 xIO BEAM t PLACE ODURIN6 1 1 UR i I TYPICAL LEDGER BOARD ® EXT. DECK:(TYP) I. (1) 2"x8" P.T. BD. 2. SECURED H/ (2) 5/8" 4) x 5" LONG H.D. GAL. LAO BOLT` 0 Ib" O.G. 5. IN5TA:_L H.D. OALV. JOIST HANGERS BY 'SIMPSON' (OR EQUAL) 4. FLASHING TUCKED UNDERNEATH SIDING t BENT OVER TOP EDGE OF LEDGER BD. 5. SEE NDTED DETAIL I m° t _ I I Q1 N ? ? mi z uj NEW 24"x24" DEEP CONT. POURED GONG. FOOTING DRILL s EPDXY PIN NEW x FOOTING INTO EXIST. FOOTING cV " " " NEW(5) 2"x8" 1 NEW (5) 2"x8" NEVA 24 x24 xl8 L tu ® POURED AD OTC. z ® (j - P.T. BEAM - / / - P.T. BEAM — — — — — — — — — — — — — — — — — — — — — — z - - POCKET BEAM INTO I z Q® \ H O. FOUNDATION WALL L - - - - - - - - - - - - - - - - - - - - - - - - - - NEW 1.'15x11.25" 6.P.- _ NEWI.?5"x11.25" 6.P. _ = MN15" � EXISTING CRAWL NEW D CO GOLU 3 2 . 2.0E LVL FLUSH BEAM 2.0E LVL FLUSH BEAM BELL FOOTING SPACE PROVIDE 5IMP50N ABU88Z POCKET BEAM INTO L J ( iv w CONNECTOR (TYP.) FOUNDATION WALL PROVIDE TYP, 5TL. COL.: c`v 51MP50N SEE NOTED HANGERS TO DETAIL AS PER NEW 2"xb" w Q ALL F.J. PLAN ® Ib" 0.Cl z QED O'tF?L, c 0r• � tL O O EXISTING SLAB N TO REMAIN N NEW CMU BLOGK5 AT X ® 3: 0 yT 03740 GARAGE OPENING z OF had xx (V to In PROJECT: REITER � i RESIDENCE 2650 WICKHAM AVENUE FOUNDATION PLANMATTITUCK N.Y. 11952 50ALE: 1/4" _ I'-V DRAWING TITLE: FOUNDATION PLAN; PAGE: A' -400. 00 DATE: 12/22/17 7 OF 14 PLACE FOR J06 STICKER HERE FLOOR PLAN NOTES FLOOR PLAN NOTES OPOOR NOTE, FLOOR DRAIN= I. INSTALL NEW INTERIOR DOORS WHEN GALLED 04 NEW 5•GUARDED FLOOR OUT ON PLANS BY QELD-WEN'(OR EQUAL). DRAIN w/5"TRAP 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY TFERMATRU'(OR EQUAL). 5.DOOR TYPE TO BE SELECTED BY OWNER 0 EXIST.MEGH,ROOM.- 4. OOM=4.INSTALL AS PER MAW SPEC.'s I. EXIST.MECHANICAL SYSTEM TO REMAIN FOR FRONT ENTRY DOOR NOTE, I. V.I.F.FRONT DOOR HAS MIN.52"CLEAR OPENING WHEN DOOR IS OPEN 90' NEW LAUNDRY ROOM= 2.IF NOT,THEN REPLACE EXIST.DR.w/NEW 561x80' II I. NEW WASH/DRY HOOK UP DR.(52'CLEAR WIDTH) 2.COORDINATE LAUND.ROOM t DOOR 5.PROVIDE(2)2"xb"HDR.,U.O.N. DIM.b w/512E OF EQUIP. 4.JACK AND KING STUD'AS PER PAGE A-200 5.PROVIDE HOOK UPS AS REQS PER 521 O STAIR ! RAILING NOTE: MANU. I. ALL PEW STAIRS SHALL HAVE MAX.8-1/4'RI DRYER EXHAUST NOTE: 41 MIN.9"Tr-RISERS SHALL BE CLOSED I. DUCT SHALL TERMINATE TO EXTERIOR 2. 42`H16H GUARDRAIL 4 SPINDLE SPACIN& 2.DUCT SHALL TERMINATE MIN.5'-0"FROM ANY NOT TO ALLOW PASSAGE OF A 4"m SPHERE; OPENIN&S 56"HIGH HANDRAIL t SPINDLE SPACING NOT 5.DUCT 51ZE AS PER MANU. TO ALLOW PASSAGE OF A 4"m SPHERE 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER 5. &RIPPABLE RAIL AS PER CODE H 5.TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN tu G0N5TRUGTI0N.FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM �DNOTE AABOVE FOR STAIR< RAILING INFO. SHALL BE LIMITED TO SINGLE LEN6THS,NOT TO EXCEED B FEET AND SHALL BE LISTED AND LABELED ® SEE DETAILS FOR STAIR INSTALLTION IN ACCORDANCE WITH UL 2I5bA. 6.EXHAUST DUCTS SHALL BE MIN 0.016"THK RI&ID METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS N V RUPININ6 IN THE DIRECTION OF AIR FLOW.EXHAUST 1- SMOKE DETECTOR/CO DETECTOR N0TE5• DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 0 O I. ROOMS/SPACES WITH 5M/CO DETECTOR INDICATE SCREWS ON PLAN SHALL BE CHECKED IF EXIST.HARD WIRED 1.MAX.LENGTH SHALL NOT EXCEED 25 FT FROM DRYER DETECTOR EXISTS. LOCATION TO THE WALL OR ROOF TERMINATION.THE 2.IF NONE-CONTRACTOR SHALL PROVIDE CODE MAX.LENGTH OF THE DUCT SHALL BE REDUCED 2.5 } Q COMPLIANT SMOKE/CARBON MONOXIDE COMBINATION FEET FOR EACH 45'BEND AND 5 FEET FOR EACH 90" Z O 11J DETECTOR HARD WIRED TO EMAX. EACH OTHER w/BATTERY BEND.THE X•LENGTH OF THE EXHAUST DUCT DOES BACKUP.5.INSTALL_ NOT INCLUDE THE TRANSITION DUCT. Q O AS MR MANU.5PBc,.ls 4.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR ` � T- < tu IN COMPLIANCE WITH LOCAL CODE 12 Q NEW EXHAUST FAN 0 WINDOW NOT=: AS PER MEAL. z ~ O I. NOTE wI WNDI OAS CALLED OUT ON PLAN. BE REPLACEV� CODE; INSTALL AS �2L PER MANU. SPECS 2.IF ALL RAVE WINDOWS-ALL INeE WNDWS SHALL HAVE STRAIGHT ARM HINGE WHEN VERTICAL PL4TF0RM LIFT NOTE= r„ 5.IF DOUBLE HUN&-ALL DBL.HUNS,WNDWS TO BE I5 I. INSTALL 90'ADJACENT ACCESS VERTICAL 22'-3" 25_�(„ TILT WASH PLATFORM LIFT AS PER MANJ.SPEG.b;PROVIDE 4.ALL NEW WINDOWS t DOORS SHALL BE COMPLIANCE WITH ASCE 24-05,ASME 18.1 4 DEFAULT EXIST. BILGO W DOOR TO REMAIN ANDERSEN 400 EMERIES CASEMENT,D0UBLERNO, RE5TN6 POSITION TOBEFLUSH WITH TO.F.F.OR - NEW RAMP ON. SPEC b INS FOR(AS SUBNOTED); TUTIONS,SEE NOTE"IN 2.PROVIDE&ATE L AS PER ARRA LING o VERTICAL PLATFORM "&LASS WINDOWS AND DOORS"ON PAGE A-001 5.PROVIDED ELEVATOR SHALL BE PREVENTED FROM = -j CNEW NE (2) W (2) 5.ALL GLAZING WITHIN Ib`OF FF TO BE TEMP.GL. DESCENDIN&INTO FLOOD WATERS AND COMPLY WITH U { 5 4 IDW 2"x8" HDR 2"x8" HDR 1- -UF FF-35_.._ 2 b.AS PER TABLE 5-4 OF THE NYC,BC,FOOTNOTE A BG 6501 AND ALL EQUIPTMENT SHALL BE LOCATED I NEW EXHAUST FAN -PROTECTION OF 0PENIN55 WITH AN EXTERIOR AT OR ABOVE THE OFE SPECIFIED IN TABLE 1-1 OR • OO 36 COUNTER HEIGHT AS PER MECH. p SEPARATION OF 5 FT.TO 50 FT.SHALL NOT BE SHALL BE CONSTRUCTED SO AS TO PREVENT WATER Q u (�a _ REQUIRED FOR J2 AND J5 OCCUPANCY GROUPS FROM ENT RIPI6 OR AGGUMULATIN6 WITHIN THE CODE; INSTALL AS , Q COMPONENTS DURING CONDITIONS OF FLOODING IN I I PER MANU. SPECS J EEaRE55 NOTE, ACCORDANCE WITH ASCE 24 AS PER BG 6504.1.1.4 Q Q 1-1'13" FOR Tw2856, WIDTHREOV 24" W Do I ` NEW 5/4"xb" DECKING HE16Hr READ......... 50• WIDTH PRD_.... 261.6-151 14 A/G NOTE: = F " """" 1. REMOVE t REPLACE AIR HANDLER O I DECKING TYPE TBD OWNER SELECTION (3) 2"x4" CLEAR OPEN REQb...6.0 S.F. LIEAHT p'E PRO.... b �S.F. DUCTWORK IN ATTIC TO BE REPLACED 2.RE-ROUTE < EXTEND COOLANT LINE NEW 2"xb" G.T. i t�_ POST 4 5 FOR GXI4 FOR 7K5056, AS REQT7 FROM A/G GOND. WIDTH PRO...... 25" WIDTH PRO...... 35 815` 9d ® (130 IS," O.G. U I HEIGHT PRO......... 45" HEIGHT PRO......... 50-25" A/C CONDENSER, CLEAR OPEN PRO.... 1.1 S.F. CLEAR OPEN PRO.... 1.11 S.F. 1. REMOVE 8 REPLACE EXIST.A/C CONDENSER 2. SIZE CONDENSER BASED ON NYS MECH.CODE. (3) 2"XS," NEW NEW WOOD NEW (3) 2"x10" HDR WINDOW/DOOR FRAMING 5. PROVIDE PROPER T0NNA6E TO ALLOW FOR COOLING 1 SO SEE PAGE A-200 FOR FRAMING OF ENTRE GU.R'f. r POST KITCHEN I 312X62 DECK ELEMENTS AROUND DOORS AND 4. INSTALL CONDENSER ON CONC.PAD Q „ WINDOWS,(TYP.FOR ALU U.O.N. NEW 3.:5"x14" G.P. W 3.5"x14" O.P. I NEW TRAY CEILING p NEW ATTIC ACCESS-FULL DOWN STAIR; 2.o�.TE7<t�- - - 2.CE VL BEANS O I. MIN.550 N GAPAGITY OPENING(MIN.22"x50') 1e� TED O 2.SIZE TO FIT MECH.EQUIP.THROUGH 2 I 4'�" r N 1 5 5 I \ 4.DBL.FFRAMIIRE INN6 WHEN NEW OPENING j m I 5 0 \ 6.CONSULT H.O.FOR PRECISE LOCATION 21'=3" INSTALL AS PIER MANU.5PW.'s (3) 2"xb" X J' iT OF ACCESS POST_ NEW 3.5"x11.8-f5" G.P. NEW 3.5"x11.875" 6.P. _ z v Q +s� MODIFIED 13 NEW DN. 2.0E LVL FLUSH BEAM 2.0E LVL FLUSH SEAM Q Q BEDROOM i� 0 Q fa (2) 2"x4" POST TO (3) 2"xb" 5 4 l a 5 4.w Q� IRIDGE ABOVE POST n1 NEW CATHEDRAL CEILING I 0 WI��I z I FLAT GEILIN6 ABOVE NEW (2) 2"x8" HDR / cv UNEW RAMP U 4 I DN. 2¢x62 1 .D I 15 I ALIGN (3) 2"x4,. X n ® NEN POST NEW EXHAUST FAN r z DI ! PANTRY I 2¢x62 2¢x62 COME;AS PER STALL AS SM/GO _ 2 xba SHELVING PER MANU. SPECS d " z DRYER - 12 b EW CATHEDRAL GEILIN6 - NEW • -3' O" I S I N I 15 I r <VENT FLAT ILIN6 5H R W D I A MODIFIED (2) 2"x4" POST TO n /V U\ IQ ' • MODIFIED Q Q POST TO Lu BATHROOM j RIDGE ABOVE „ " In 11 u� i NEW EXHAUST FAN � RIDGE a O = (4) 2 xb I 0 ./ k Q \ I NEW A5 PER MECH. LIVING ROOM j �uI m \ / 4 5 _ NEW (3) I ZS ;�" 6 P�2.0E LVL_ _ _ _ _ POST ry d SM/GO BATHROOM CODE; INSTALL AS a w NEW g�� PER MANU. SPECS kn-1 m BEAM w/ (2) 0.2'5" FLITCH PLATES � m I N.a 0- ' � I 5 Q b O I < N t' VENT _ O H fn p 4 z 3 xb 312x62 SLDR, ,. (4) 2"x4" POST TO / \ X z F.A.I. Z g lu_ 5 1 5 RIDGE z 1 5 w NEW LAUNDRY ( 12x6 / \ 312x62 o ROOM / I ' NEW \ Im-Hv- I EXIST. g I NEW ry STORAGE I CL. / \ j p NEW Q$ BATHROOM 4 5 Q HALLWAY z `� ai ; . tu 12 2'-O" (V GL NEW EXHAUST FANfl) Q 5M/GO q-O" 2 xb / \ I 3'-7" AS PER MECH. 5,_0., 2x62 26x62 CODE; INSTALL AS I I PER MANU. SPECS to NEW CARPORT 0 I U V 3 312X62 NEW EXHAUST FAN FLAT - I 15 O N p AS PER MECH. NEW 5 I PROVIDE FRAMING FROM UP 5M/GO GEIL NG CODE; INSTALL AS _; TO NEW LAYOVER R.R. II X 5 15 GL 4 5 d • NEW ABOVE EXIST. AG PER MANU. SPECS m .. i ® 22x62 4 5 HALLWAY EXIST. L. X ILIEW(2) 2"x8" HDR NEW (2) 2"x8" HDR t`EW (2) 2"x8" HDR 3 G_ A PC 1 in NEW 14 a I 5 (3) 2"x4" r: - 5M/GO BEDROOM 15 Q 5 I POST • 1 3 0 ( 312x62 a a 312x62 _ Qr n I m m NEW COVERED m GEN. I FRAME PORCH SM/GO AG •I 8"x8" P.T. POST, i 3 Fl„AT OI WRAP WITH AZEK 1 I 5 GEELING (n _ �sxc -`J ABOVE NEW (2) 2"x8" 2 NEW (2) 2"x8" NEW (2) 2"x8" 1 5 3 TO FIN15H (TYP) 0 cJ �` j ry _ P.T. BEAM P.T. P.T. BEAM "S/ Ll IN ANEW�3) 1.-15"x14" O.P. 2.0E LVL _ POST 01 z q 5 MODIFIED BEAM w/ 2 0.515" FLITCH PLATES m I6-10' NEW RAMP DN. N p \ BEDROOM EW WOOD0 = " PORCH W NEW CATHEDRAL GEILIN6 PROJECT: 5M/GO POST � � Q PROVIDE 51MPS0N ! IY GG66 POST TO `Jai a 0 / ��JJ REITER 61RDER r NEW STUDY CONNECTOR(TYP) / RESIDENCE Q NEW CATHEDRAL GEILIN6 I 312x62 � d I u� Qa / A-T O U B p -- - _.. - -- -- -------- - _ ----o B 2 w _ 2650 W I CKHAM AVENUE �r 1 nl w o 4 5 21 3 4 5 MATTITUCK N.Y. 11952 civ z (3)POST DRAWING DRAWING TITLE: / \ 312x62 POST ADA NOTES: FIRST FLOOR PLAN 4 5 1. THRESHOLDS IF PROVIDED AT DOORWAYS, SHALL BE " \ MAXIMUM. 2.HANDLES, PULLS,LATCHES, LOOKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH 309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34" MINIMUM AND 46" MAXIMUM ABOVE THE FLOOR FINISH OR GROUND. 3. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER (3) 2"xb" THAN 1:12 PAGE:T 4.RAMP RUNS WITH A RISE GREATER THAN 6 INCHES SHALL F I RST FLOOR OOR P I J� �I 4 5 POST `{ 5 T_O" � 8'-O" HAVE HANDRAILS COMPLYING WITH 505. TOP OF GRIPPING MAXIMUMS E HANDRAILS SHALL BE 34" MINIMUM AND IR 500mOO SCALE: I/4" I'-O° r MAXIMUM VERTICALLY ABOVE WALKING SURFACES, STAIR � (� Q N0MIN6, AND RAMP SURFACES. DATE: 12/22/17 "SOF 14 PLACE FOR JOEL STICKER HERE MATCH EXIST. -\\OVERHANG 8 8 EXTEND EXI5TIN& &ABLE l� TO COVER NEW KITCHEN Q NE x &UTTER ADDITION NEW 4"x3" ALUM. DOWNSPOUT(TYP) 6"x3" ALUM. HIGH POINT GUTTER DOWNSPOUT (TYP) GUTTER (TYP) W HIGH POINT w O e NNEW 2"x5" R.R. n NEN 2"x5" R.R. �' V ® I6" O.G. X ® I6" O.G. NEW (2) 1.15"x'7.25" O.P. 2.OE LVL R.R. I = J 1 NEW DORMER m J \3x R.R. p 2'-0" Q w G. z O 6"x3" ALUM. &UTTER NEW 4"x3" ALUM. � EXIST. 2'x8" R.R. GUTTER (TYP) 6"x3" ALUM. HIGH POINT DOWNSPOUT(TYP) tu ® 16 O.G. GUTTER (TYP) w cv� « . . B RIDGE O ® in EXIST. 2"x8" R.R. EXIST. 2"x8" R.R. LAYOVER IP ® I6" O.G. ® I6" O.G. in Q !Y < rvUTTER Y� <� 3: n HHI H6 POINT NEw 2x8 R.R. is ® 16" O.G. :c ® p �� O.P. 2.OE LVL R.R. z z o EXIST. 2"x6" R.R. ® 16" O.G. iv d il a NEW 2"x10" R.R. N O EXIST. 2"x8" R.R. ® 16" O.G. X X - w X ® 16" O.G. W N (V w w GUTTER H16H POINTS W 0 NEW (3) 1.15"xW' G.P. 2.OE LVL BEAM w/(2) 0.25" FLITCH PLATESIR ER3 Q NEw 2"x12" RIDGE NEW 2"x12" RIDGE EXIST. 2"x8" RIDGE EXIST. 2"x8" RIDGE X EXIST. 2"x8" R.R. OL N cV p �„ cV N w ® 16" O.G. NEW 2"x10" R.R. U B � ® ® I6" O.C. x 0 z \O O O L z O r W rj+ NEW 2"x8" R.R. X NEW 2"x8" R.R. , � ® ry 0 ��lyl ® I6" O.G. ® 16" O.G. X N w z 3 w Lu z z L z NEw (2) ,2"x&" R.R (ABOVE) NEw (2) 2"x8" R.R (ABOVE) �0 p NEw (3) 2"x10" HEADER (BELON NEW (3) 2"xIO" HEADER (BELON 2 v NEW HIP a U v R' r O O O 0 EXI®T I6 O.C.R.R. LAYOVER ROOF N X= X= X N N ry I W NEW DORMER lu N z z w I — I U O EXIST. 2"x8" R.R. N NEW (2) 1.75"x9.5" G.P. 2.OE LVL R.R. 0I6" O.G. - GUTTER w PORCH COVERED ILI HI6H POINT ROOFX ® NEW DORMER I Q EXIST. 2"x8" R.R. EXIST. 2"x8" R.R. W �. NEW 2"x8" R.R. ® 16" O.G. >S ® Ib" O.G. + Quo O B B Lu GUTTER V <L HIGH POINT d� O Q M. NEW 2"x10" RIDGE N e, 1 rr N NEw (2) 1."15"x7.25" G.P. 2.0E LVL R.R. NEN (2) I.-75"x-T.25" G.P. 2.OE LVL R.R. O - B B NEw 2"x5" R.R. ® 161, O.G. 6"x3" ALUM. n +� r ' 'h, ::.- ;• GUTTER NEW 4'x3 ALUM. �Y �, ry ki HIGH POINT DOWNSPOUT(TYP) O />+ N JPv O GUTTER (TYP) i'' xlu ZGo 1;n w w O�v 6U7TER NEW 2"x8" R.R. EXIST. 2"x8" R.R. '� . 03740 a r p ry HIGH POINT ® 16" O.G. ® I6" O.G. ,�•Q� - N�� Oe Q; p "tu (�� Q l J dJ O < 3 O `p O z NEW (2) 1.'15"x9.5" G.P. 2.0E LVL R.R. X = NEw 2"xl0" L z �oj+ NEw 2 xl0' x RIE RID PROJECT: p N - DG �� • RIDGE (I - p _ CT: x ® !`� ® x H GH POINT 8 w W N z 0 . ` z N ATTER ry+v� e R EITER HIGH POINT Zi, /o tu z NEN 2" 8" R.R. RESIDENCE ® I6" O.G. NEA VORMER-- L NEw DORMER (2) 1.75"x'1.25" G.P. ZOE LVL R.R. NEw (2) 1.15"x1.25" G.P. 2.OE LVL R.R� 2650 WICKHAM AVENUE e e MATTITUCK N.Y. 11952 DRAWING TITLE: ROOF PLAN ROOF LAN SCALE: 1/4" = I'-O" PAGE: -6®0. 0® DATE: 12/22/17 q OF 14 PLACE FOR JOB STICKER HERE 3� /S " ,i r v l; SYMBOL QUANTITY TYPEMANU'AGTURE� MAN.GALL• ' DIMENSION P" OZI CASEMENT TSD �� 11'-10'x T-2, O12 TRIANGULAR PICTURE THD II I V-a'x 1'-8' TRIANGULAR PICTURE TSD� I� 4'•b"x X-2' OI I I PENTAEON PICTURES "TTSSp � 413'x 23 T"3- OE AMINO — �� I F�F2'-11'x 5'-2" OGASEMRNf TBD I 5'-0'x 7'-2' O O2� TRIANGULAR PICTURETBD'f8D 21-6'x 1'-4' OI �2 CASEMENT ITEV 2'-0"x V-2' OTRANSOM TBD 21-0'x V-O" y. OPICTURE TBD 2'-0'x W-b' OL I� DOUBLt MJNO TBD __— 2b"x 5'-&' O E:= DOUBLE NUNS TSD F � Z'-0'x 3'-0" NW CC U _pl� w ~ U i U77 J NEW ROOFING — } . NEW DORMERL SEE NOTE NEW DORMERS SECTION NEW DORMER +y MET- — _ '�: - __ NEW 111111 IN 1 11 1 Hill G G I � rD NEW VERT. I NOTE T PLATFORM LIFT t fr :S. •Y: .i.' •ice i' •b• r r tr NEW WOOL? STAIR NEW WOOD DECK 3 RAMP NEN RAMP—/ NEST ELEVATION (FRONT) SCALE: 1/4" = 1'-0" z w O U w a 0 NEW ROOFING — SEE NOTE ar w SECTION n: 4. I' -ui-•'1 1 T': -- --- -— — - 0374C��' Ap ONEW SIDING — SEE Q NOTE ® SECTION PROJECT: _ REITER RESIDENCE 2650 WICKHAM AVENUE NEW WOOD DECK—/ NEN RAMP—/ NEN WOOD DECK NEN RAMP MATTITUCK N.Y. 11952 DRAWING TITLE: SOUTH ELEVATION (R I O HT) ELEVATIONS WINDOW SCHEDULE SCALE: 1/4" = 1'-0" PAGE: 7 ®®. ® DATE: 12/22/17 10 OF 14 _] PLACE FOR JOB STICKER HERE N'G CTI^! 5G E U LI SYMBOL QUANTITY TYPE :. MANUFACTURE MAN.GALL OA 21 GASEMIEM' 7gp I F I'-ID'x S'-2' I ; I OB 12 TRIANGULAR PICTURE TBp S'3'x I'-D• TRIANGIAl.R PICTURE 4'.6•x 2'-2• OI I PENTKaON PICTURE ILL�� 4'3•x 2'^,E•S'-9• O �� AhNINB TBD F- 1 2'-II'x 1'-2' OGA9th1eNT TBD 5'-0'x S'-2' OI Z I TRIANFiU_AR PICTURE TBD � I 2-6'x 1-4' OCASEMENT �.. 2'-0'x 5-2' d OI 7 I TRANSOM TBp � I 2b'x 1'-0• OPICTURE III TBD Lam. OL �I DOABLE HUNS TEV -- 2'-D'x S'-b• OM DOABLE HUNG TBD 2'-0•x D'-0' W Id.. W F- U = J U J Q NEW ROOFING - 77 SEE NOTE NEW DORMER SECTION — _—— — - H i Hill 1111 H NEW 51DIN5 - 5 - NOTE ® SECTIO T C I r I I I I •�t', �1 °r r I +: •fJ t NEW WOOD DECK-/ NEW RAMP 51DIN5- SEE NOTE ® °ECTION d FINISH SCHEDULE NEW WOOD STAIR NEW VERT. d RAMP PLATFORM LIFT FAST ELEVATION (REAR) SCALE: 1/4" = I'-O" z w O U li.l Q NEW ROOFING - SEE NOTE SECTION NEW DORMER 12 mrva,nwos .—.wttwra�m OF N - I O � 0 PROJECT: f I X NEW OIDIN6 - SEE REITER NOTE ® SECTION RESIDENCE i•. :i `r A :r 26 50 W ICKHA M AVENUE E�L NEW MATTITUCK N.Y. 11952 ADDITION DRAWING TITLE: NORTH ELEVATION (LEFT) ELEVATIONS SCALE: I/4" = I'-O" WINDOW SCHEDULE PAGE: A-701 mOO DATE: 12/22/17 11 JF 14 PLACE FOR JOB STICKER HERE RIDGE AS PER PLAN SECTION NOTES SECTION NOTES TYPICAL P. GONG. GRADE BEAM 8 WALL p.N 3 O NEWR 3oG BATT. INSUL. IN NEW FLOOR SYSTEM;PER OI iR PL CONSTRUCTION: 2015 IRC ENERGY CODE TABLE R402.1.2 �R • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD 4 SILL SEAL 41 UPSET 61RDER A5 . CMU FOUND. WALL AS PER DETAIL UPON O TYPICAL EXTERIOR WALL CONSTRUCTION: U PLAN S PER PLAN PER PLAN • ANCHOR BOLTS AS PER PACE A-200 (TYP) NEW GEMENT FACIA P. GONG. FOOTING AS PER DETAIL UPON • SEE NEW 51DIN6 NOTE PROVIDE SIMPSON AND SOFFIT MATCH ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • UPON "TYVEK" HOUSE WRAP (OR EQUAL) ' JOIST HANOER5 (TYP) HT. OF EXIST. B.O. P. GONG. FTG. 5'-0" BELOW GRADE MIN. • UPON 1/2" GDX PLYWD. SHEATHING G.J. PER PLAN G.J. PER PLAN • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN (BLOCKING ® ALL PLYWD SEAMS) APPLICABLE) • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE MAS\\ MIN. R-M FIBERGLASS INSUL. w. VB., U.O.N. PROVIDE SO/ FOR HEI6HT OF°WALL FOR SLAB (WHENT •APPLICABLE) • 5/8" GYPSUM BD. WALL FINISH CCbb POST TO \ 61 RDER \ / CONNECTOR (TYP) NEW CRAWL FLOOR NEW SIDING NOTE: \ / O I. PROVIDE 2" (MIN) GRAVEL BASE AT GRADE UPON b O I. ALL EXIST. SIDIN6 d FOAM SHALL BE REMOVED MIL POLY VAPOR BARRIER 2.INSTALL NEW 8" EXPOSURE GEMENT FIBER BOARD \ \ OPEN / / z SCREEN WALL „ 2. PROVIDE 2" UN-REINFORCED SLAB LAP SIDING BY "JAMES HARDIE - HARDIEPLANK" / T BEYOND 8x8 P.T. POST, NEW ROOFING NOTE: 3.(OR HOUSE WRAP (OR EQUAL) X ' WRAP WITH AZEK (OR EQUAL), OVER / \ TO FINISH (TYP) O3 I. ALL EXISTING ROOFING, FIBER PANELS E BUILDING FELT , 4.INSTALL ALL AS PER MANU. SPEC.s 5. PROVIDE ALL NECESSARY TRIM FOR PROPER / \ SHALL BE REMOVED / \ 2.INSTALL NEW ARCHITECTURAL STYLE 'TIMBERLINE' INSTALLATION / \ PROVIDE b" POURED GONG. SLAB PROVIDE SIMP50N ABU88Z ASPHALT ROOFING SHINGLES BY 'GAF' OR EQUAL;MIN. 6.SIDING SHALL EXTEND TO TOP OF FOUNDATION / W/bxb-10x10 W.W.M. BETWEEN / \ CENTER UPPER OF SLAB CONNECTOR (TYP.) FOUNDATION WALL GRADE 240#, 30 YR WARRANTY OVER / 5.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO GRADE / \ SECURED IN PLACE DURING POUR 24" FROM IN51PE FACE OF STUD WALL AND AT VALLEYS OVER ',;;,^•:" •' ..� .-":-•. •r � :z; `•- _w.i ..; ." . :i:,.. •"' ;.''•' 4.INSTALL 15 # BUILDING FE T .�.,.... • ;,�•. ...... ��n L N.O.N) OVER W �.. .....................................•.......... •` " '........... ......... 5. 12" GDX P A / LYWOOD SHE THING B LOCK A : ::::::::...::.:::::::::::::::::::::....::::::::::::::.:::::::::::::::::::.:::::.......................................................... : L ALL SEAMS : ::::::.:.::::::.::::::::::•::::::::::::::::::::::::::::::.:.:::................................................................................. r,., ............................................ ............................................................................................................... r•. :. _.:_:_::_:: .....:: ::_:: ......;.............. ::_......................................_::..... b.GAP SHINGLE OVER RIDGE d HIPS (AS REQ D) yF. v.,:.,?-' . vv .,^' NEW I CONT. POURED 7. PROVIDE E RID6 VENT AS H' iii:i::;;:;;isi:i�:}::iir}isi:�tiiii?.`i ti::i:.';i?:tic:ii:i`` i`;;?'ti'•ai':`:i�:i is?i':.: :'w..c �,. ;•i:•isii';;iiii :i^ >...............iii';i•'i::�}:?iti: is:::i:i r:i: ii`;;i::;c. :{ isias�::4:�it: i';is i::?i i`;fi::: :�•a��.;,: REO'D) y,•..,,.• .................................................................::....................-...........................................:................:.... ..,..- ............................................. ...................................................................................................-.....„t...,,- G FOUNDATION ... . ......................................................................................................................................................... xJ.> . ............................................... ..............................................,......................................................... ..... . . CONC. WALL 4.. . .....................................•.............................•.............................•....................................................... .ti_.,. ........................................................................................................................................................ ..,,_. 8.FLASH ALL VALLEYS U ,t ........................................................................................................................................................ <. •• .��.. ........ .......�........,..............................................................,.....,.........,......,..........�,.......�....�........�... ... ... ... .. .. .. q. INSTALL DRIP EDGE AS REQ'DLu � PROVIDE GLEAN FILL W/ IO.IN5TALL ALL AS PER MANU. 5PEG.'s V 4" OF GRAVEL TO NEW 24"x24" DEEP CONT. = J GRADE;PROVIDE 6 MIL POURED GONG. FOOTING V J POLY ABOVE 6RAVEL PRIOR TO POURING SLAB SECT 1O A-A a SCALE: 1/4" = P-O" NEW RIDGE AS PER P OF RIDGE PLAN TO3 ELEV. F R ------------ 12 3 4 r?„ NEW HEADER AS PER R RR'PBR PLp`N �� RR O PLAN NEW�-p'Y � NEW CATHEDRAL GEILIN6 BOTTOM OF FASCIA ELEV. +q.2' ------ NEW HEADERS PER -/ 6 PLAN (TYP) FIRST FLOOR I W D MODIFIED 2X6 SILL PLATE 11101 111111 1111 A wPORG LIVING ROOM ® WINDOWS. (TYP) Q RI lill FLOOR FINISH ELEV. +I."i' ------------ EXIST. 2"x8" F.J. AVG. GRADEQRAOF ______ ELEV. +0.0' EXIST. BASEMENT 5GT101� G-G Z W SCALE: 1/4" = P-O" 0 U a 0 TOP OF_RIDOE 3 TOP OF RIDGE MQVELEV. +16.0' EXIST. RIDGE ELEV. +16.0'------------------- NEW DORMER NEW DORMER NEW ATTIC rI"` NEW G.T. AS PER PLAN 12 5 NEW CATHEDRAL GEILIN6 `r 6 NEW TRAY GEILIN6 BOTTOM OF FASCIA BOTTOM OF FASCIA ----_---- NEW CATHEDRAL GEILIN6 ELEV. +q.2 NEW GQR 9T3740J �0 ELEV. +q.2 F-1 E- ] D W ��INDOW ' Q1:. N NEW HEADER ABOVE NEW NEW LAUNDRY NEW p OTHERS; b ALL WINDOWS d NEW STUDY BEDROOM ROOM STAIR ' APPROVI DOORS AS PER PLAN O O NEW FIRST FLOOR (TYP) FIRST FLOOR KITCHEN b PROJECT: NEW STUDY 2X6 SILL PLATE LD® WINDOWS. 5 REITER PROVIDE SIMPSON GALV. Lj LU528 JOIST HANGERS GUT EXTERIOR WALL LOOR FINISH INSTALL NEW 2x6 SHOE �$TT ------------- 4 RESIDENCE (2) 2x6 P.T. SILL EV. + .'i NEW 2"xlO" F.J. NEW 2"xl0" F.J.- - EXIST. 2"x8" F.J. EXIST. 2"x8" F.J. NEW F.J. AS PER PLAN FLOOR FINISH 4 PLATE OVER COPPER ELEV. +I.'1' NEW F.J. PER PLAN TERMITE 5HEILD AVG. GRADE NEW CRAWL5PACE ------- ELEV. +O.O' AVG. GRADE EXIST. GONG. SLAB EXIST. BASEMENT GRAWLSPAGE I 2650 WICKHAM AVENUE ELEV.+0.0' EXIST. GARAGE SLAB _ 2 MATTITUCK N.Y. 11952 t EXI5T. BASEMENT Fl NEW DRAWING TITLE: ADDITION SECTIONS SECTION E3-;B SECTION D-17 SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" PAGE: A-800mOO DATE: 12/22/17 12: OF 14 PLACE FOR JOB STICKER HERE EXTERIOR SHEATHING AS MIN. 4" BETWEEN ED;�ES OF PER SECTION NOTES NEW 4"x4" P.T. POST 1-1/2" SQUARE BALUSTER Q (STYLE TO SELECT) 51 D I NC MATERIAL AS NEW GALV. 51MP50N ABA44 z PER SECTION NOTES © COLUMN BASE (OR EQUAL) 51MP50N H2.5A RAFTER otu BUILDING PAPER HOUSE WRAP INSTALL PER MANU. SPECS. TIE (OR EQUAL) w N oM-M TO FULLY OVERLAP FLASHING to < 5/4"x6" P.T. Q w= :.a GRADE DECK BOARDS Z O m OAP FOR DRAINAGE 5/4"x6" P.T. DECKING II NEW 8" (P BIGFOOT TUBE t° BFTB (OR EQUAL), INSTALL "Z" FLASHING (U.O.N. ON PLAN/ SECTION/DETAILS) PER MANUFACTURER 5PEG.'5 (2) 1/2"0 HOT DIPPED GAL\/. BOLTS @ NEW 8„ 0 GONG. COLUMN 4 21.5 Z < ' (P BELL FOOTING (4,000 P51) P.T. F.J. AS -= EA. POST w/ OVERSIZED WASHERS ° ° - z END NUT FREBORED INTO BEAM, POST, - FLASHING w POURED MONOLITHICALLY PER PLAN y DECK TIE $ RIM BOARD A55EMBELY _ DRIP EDGE P.T. DECK JOIST � O — COUNTER AS PER PLAN ~ NEW BF20 BIGFOOT SYSTEMS — U m _ z _ (I) P.T. 2"x TO MATCH DEPTH OF FLASHING w ` FOOTING FORM (OR EQUAL), INSTALL P.T. BEAM AS NOTED INTERSEGTINO JOISTS FASTENED w/ (2) PER MANUFACTURER SPEC.'S SOLID BLOCK 9 12" O.G. 5/8” 0 x 5" LONG HEAVY DUTY GAL. _ J (2) SIMP50N DJT14Z LAG BOLTS @ 16" O.G. INTO MUD SILL 4 METAL GALV. JOIST HANGER J 6"-8" COMPACTED CRUSHED DECK JOIST TIE @ EA. (1) I/2"cP H.D. GAL\/. THRU BOLT w/ RIM BD.; WHEN @ FOUND. WALL FASTEN BY 'SIMP5ON' (OR EQUAL) @ Q GRAVEL OR STONE, PER POST OVERSIZED WASHER END NUT N1 (2) 5/8"0 x 5" LONG APPROVED EA. JOIST MANUFACTURER SPEC.'S PREBORED INTO POST DECK JOI5T TIE MASONRY ANCHORS © 16" O.G. "Z" FLASHING 4a 0 0 o a 4"x4" P.T. POST EXI5T./NEW 00 o FOUND. WALL A. .. BELL FOOT I NC DETAIL 2 ORDER/izDER/ DEGAG, RA I L I NC DETAIL. LEDC ER DETAIL L A- 100 SCALE: I" = i'-O" A-a00 SCALE: 1" = 1'-0" A-QOO SCALE: 1" = 1'-0" MATCH EXIST. FLOOR HEIGHT PER EXI5TIN PLANS MATCH EXIST. SIDING NEW R.R. A5 PER PLAN NEW F.J. AS PER APPROVED DOB PLANS NEW (2) 2"x6" P.T. SILL PLATES '51MP5ON' H2.5A PON SILL SEAL UPON RAFTER TIE o COPPER TERMITE SHIELD V z NEW 5/8" 0 HOOKED 1 a BOND BEAM FILLED W/ : ..};; ANCHOR BOLTS @ 31" O.G. NON-SHRINK TYPE N ` ':= w/ 3" SQUARE WASHER CONT.. VENTED W BENEATH TOP COURSE a':'r; ' GEMENT SOFFIT 8"x8" P.T. P05T (TTP) 001 BOND BEAM FILLED W/ I I ATTACHED WITH NEW 8"X8"X8" CMU BLOCKS SIMPSON ABU88Z BA5E NEW HEADER AS NON-SHRINK TYPE N GROUT I PER PLAN NEW G.J. A5 CONNECTOR INSTALL PER PLAN EVERY THIRD COURSE PER MAN. SPEG5. (4) #5 HOR. CONT. (2) #5 HORIZONTAL REBAR 1 i'-o" REBAR TOP AND WITHIN BOND BEAM EVERY II 03��, I 3° MiN. BOTTOM OF WALL NEW SIMPSON .��: 6 THIRD COURSE I z #5 \/ERTIGAL BC52-2/4 (FOR 2 PLY I I os7�° II ASPHALTIC MASTIC NEW 2 UN-REINFORCED - �F' LADDER-TYPE HORIZONTAL it DAMPROOFING PORED GONG. SLAB in REBAR 60 O.G. BM) I I QF NE REINFORCEMENT EVERY OTHER COURSE, GROUT CELL W/ i I e. . 'AA. a a : a d e e "�� • I i NON-SH'�:I NK TYPE N GROUT (TYP.) a. a. e :' a e 'e4 GRADE PROJECT: <<hT -. . . . -. . . . -. . . . -. . . . -. . . �-��. `1;�� _. . . ��1'`�,_ I - WRAP P.T. POST W/ AZEK Ij ' DETAIL TO BE APPROVED I I REITER #5 VERTICAL REBAR EVERY I GRADE II BY ARCHITECT PRIOR T 60" O.G., FILL CELL W/ 11 6 ML. POLY. . `� a'. INSTALLATION I I CONT. FROM SLAB T RESIDENCE NON-SHRINK TYPE N GROUT. I I • ' • MOISTURE RETARDER ' ' • ' • ' ' ' DRILL EPDXY PIN INTO 11 TO ROOF HDR EXISTING FOOTING U51NG CSU I KRETE H I GH-STRENGTH I I 4" GRAVEL BASE ° ° I a II NOTE: RAIL AS ANCHORING EPDXY (OR EQUAL) jl ' ' ' ' ' '•'•'•'•'•'•'•'•'•'• • �'•'•'•'•'• •'•'•'•'•'�'.','•' '.'. •'•'• ILS " - PER PLAN I I NEW "SIMPSON" 2650 WICKHAM AVENUE TO AN EMBEDMENT OF 6" II z 11 4 ABA44 POST MATTITUCK N.Y. 11952 �+` .. -------�-- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '.• "e�� •.. I I BASE NEW 2" UN-REINFORCED - ` �t —�- FALL: W/.C:LFAN,FILL, , NEW GIRDER A5 ED GONG. SLAB COMPACT IN 6" LIFTS DRAWING TITLE: POR • d 'd n: " e 4 I . . . . . . . . . . . . . . . . . . . . . . . . . . . — Q.. ER PLAN BUILDING SECTION 4 (2) " GAL\/. THRU e BOLTS TO CONNECT DETAILS GIRDER TO POST 1 = 6 ML. POLY --- f ao a - 4 e --P- --i 1 =--=- --°4-- . . . . . . . . . . . . . . . . . . . . . . . . .A --= MOISTURE RETARDER 4" GRAVEL BA5E 3° MIN. Fn NEW #3 STIRRUPS © 16" 0.6: °n z = PAGE: ,� i'6 BENT ANCHOR 60" 3" MIN. BENT ANCHOR 60" _ NEW #3 STIRRUPS 0 16 O.G. O.C. 2'-0 - ®®� O.G. 00 MATCH BOTTOM OF FTG. W/ EXIST. NEW (3) #5 REBAR FTG. DEPTH; EPDXY PIN REBAR NEW (3) #5 REBAR INTO EXIST. PTO. Cl" MIN. DATE: 12/22/17 C-3 OF 14 4 CMU FOUND. DETAIL GAS'FORT FCUNDAT I ON DETAIL GOYERF-D FORGH DETAIL A-aoo " _ A-aoo A-aoo PLACE FOR JOB SCALE: I - I O SCALE: I = I'-O" SCALE: I = I'-O" STICKER HERE NOTE: ALL PLUMBING WORK SHALL CONFORM TO Lu LOCAL PLUMBING CODE T 4" FRESH AIR VENT THROUGH ROOF O I N VERIFY SIZE N w/MANU. 3 I k V PROVIDE "ABE5CO FP200 FR Q EXPANDING FOAM" (OR EQUAL) W Q NEW AIR HANDLER PER HOME I AT ALL PENETRATIONS IN FIRE EGEND OWNER 5ELEGTION-EFFICIENTCY RATED WALLS AND TO MEET NYS 2015 IRIS E000; I 1 FLOORS/CEILINGS. PRODUCT INSTALL AS PER MANU. SPEG'S I HOT WATER CONFORMS TO ASTM E 814, SUPPLY �.... � -� ASTM E 84,AND UL 14-19 W COLD SUPPLYWATER = U_I 1 V J I 1 NEW FULL BATH EXIST. FULL BATH MODIFIED FULL BATH KITCHEN LAUNDRY NEW FULL BAl"H EXIST. FULL BATH MODIFIED FULL BATH :NOTE 1 GL. PROVIDE "ABESGO FP200 FR Q i ----t- 1 2" ALL PLUMBING WORK EXPANDING FOAM" (OR EQUAL) a T ----T- -- T I I KITCHEN I SHALL CONFORM TO AT ALL PENETRATIONS IN FIRE i 1 1 i a RATED WALLS AND LAUNDRY LOCAL PLUMBING GORE O "1 1 I I „1 1 12" 1 GL. O FLOORS/CEILING5. PRODUCT p� IL 2 1 I 2 1 2 1 I 2"1 1 I 2"I 3'� I 12 I GLEAN OUT � I � � Q4 CONFORMS TO ASTM E 814, ; 1 I 1 I 1 1 I 1 1 CLEAN AN OUT IL ASTM E 84, AND UL 14-79 h j 1 2 I 1 2 I j 1 2 1 I I I I Q 1 4 1 4 I Q INTERIOR SHUT-OFF ff I I I I I I I I VyPSHER EXIST. F.A.I. TO I I Q4 j 1 Qa I I Qa I I �/ Q:3 I I I I REMAIN N.I.F. I : Q4 I Q4 I j FOR HOSE BIB I I I I 1 I " FLO R ABOVE DFE) VI IS I rS vi I� 31 Z� vl IX I1 u: 110 2" I 2" 1 2" NEW I .211 2.. ry� V: I� NI = v: cvl v1 NEW N. - .ry DW RAIN /3 = 1- I F - 1- I ` ' I- = I DW I '- 15HWR I I TUB I 15HWR. 1 1 2„ P IN �: SHWR �. Ic\v c\v: TUB �. In c\v: SHWR WASHER _-_-- - __-- -__---- NEW FREEZE PROOF HOSE BIB 2 3.. 2 --� -------------�--- ,�--- -----_-- ^ ------- -------�:- G.O. G.O. -.._.. _.._.._.._..-..-. ..-.. .-..-.. ..-.._ .-..-.._..- -.._. ..-..- _.._..-.. _..�.._.. .-.._.._.. _. _.._.._.._.._..may.._.._.._.._. I.-.._.._ .._.. w/VACUUM BREAK FASTENED w/PIPE FASTENERS (PRECISE PLUMBIN6 FIXTURES TO G.O. EXIST. HOUSE PLUMBING FIXTURES TOJ GONNEGT TO I j LOCATION T.B.D. IN FIELD - BE REPLACED EXIST. PLUMBING FIXTURES TO 4„ TR/'`P BE REPLACED EXIST. PLUMBING FIXTURES TO EXIST. WATER I j CONSULT W/OWNER) LOCATION TO REMAIN BE REPLACED EXIST. SUPPLY SYSTEM MECHANICAL 4 HOUSE LOCATION TO REMAIN LOCATION TO REMAIN MAIN DRAIN BE REPLACED EXIST. MECHANICAL I G.O. LOCATION TO REMAIN I I I � I z I N I Q 411 TO SEWER m _.._.._.._.._. TO STREET -.. WATER MAIN [� SYSTEM w EXIST. + BOILER _. _.._..� NEW COPPER WATER SUPPLY MAIN TO MATCH 51ZE OF EXI5T., (UNLESS OTHERWI5E REQUIRED FOR SPRINKLERS, WHEN APPLICABLE) FLUMB I NC R 1 SER - r�)RA I N / NASTE / VENT FLUMB I NC RISER - SUFFL1' 50ALE: NTS SCALE: NTS f2 z Lu O U Li.i NOTE: Q ALL PLUMBING 4 O FUEL GAS WORK SHALL CONFORM TO LOCAL PLUMBING CODE 4 u i FUEL GAS O Q PIPING PENETRATIONS: �,,..•� O I. PROVIDE "ABE500 FF200 FR N EXPANDING FOAM" (OR EQUAL) v AT ALL PENETRATIONS AT WALLS k AND FLOORS/CEILINGS. Q 2.PRODUCT CONFORMS TO ASTM E l a �- 514, ASTM E 84, AND UL 14-79 X 0;3;r b yC�¢ 0 KITCHEN LAG1DRY 0 F N ENo O -=' VENT OUTLET PROJECT: IL RANGE RANGE VERIFY SIZE ,�-W/MANU. REITER m 6A5 METER R ES I D E N C E REGULATOR CONNECT TO GUT OFF VALVE FUEL 6A5 6A5 SUPPLY (LOCATION MAY z0 SYSTEM MEGHANIGAL VARY) 2650 WICKHAM AVENUE N MATTITUCK N.Y. 11952 TO GAS N T_ w MAIN 0 0 DRAWING TITLE: Ou_N lu m DWV/ WATER SUPPLY RISER N w EXIST.BOILER GAS RISER METER NOTE: ALL UTILITY METERS TO COMPLY WITH REGULATIONS OF UTILITY COMPANY HAVING PAGE: JURISDICTION PL-100m00 OAS RISER - SUFFLY SCALE: NTS DATE: 12/22/17 14 OF 14 PLACE FOR JOB .STICKER HERE