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HomeMy WebLinkAbout30694-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31611 Date: 06/13/06 THIS CERTIFIES that the building ADDITION & ALTERATION Location of Property: 185 SHORE LA PECONIC (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 86 Block 1 Lot 4.18 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 5, 2004 pursuant to which Building Permit No. 30694-Z dated OCTOBER 12, 2004 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 ADDITION & ALTERATIONS TO AN EXISTING SINGLE FAMILY SWELLING AS APPLIED FOR. The certificate is issued to MARC & LAURA WAHL (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 97047C 07/21/05 PLUMBERS CERTIFICATION DATED 06/08/06 PECONIC PLUMBING & HEAT. 1 uthorized Signature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANC`V' This application must be filled in by typewriter or ink and submitted to the Building D art 111ent 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-1 n _j natura�"o 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: I. 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$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool$25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00, Commercial$15.00 Date. �n 06 New Construction: Old or Pre-existing Building: '\/ (check one) Location of Property: rj � �'CO N (C House No. Street Hamlet Owner or Owners of Property: 0�C aft d n u r L O Suffolk County Tax Map No 1000, Section Block0 Lot Q('��-� n Subdivision Filed Map. Lot: Permit No. SO ( � Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ J � Applicant Signature b35� co Z 3- l 1 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30694 Z Date OCTOBER 12 , 2004 Permission is hereby granted to: MARC & LAURA WAHL 185 SHORE LA PECONIC,NY 11958 for ALTERATIONS & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 185 SHORE LA PECONIC County Tax Map No. 473889 Section 086 Block 0001 Lot No. 004 . 018 pursuant to application dated OCTOBER 5, 2004 and approved by the Building Inspector to expire on APRIL 12 , 2006 . Fee $ 346 . 80 I Authorized Signature ORIGINAL Rev. 5/8/02 AFFOI,rcoG o� y� N Z Town Hall,53095 Main Road Q • .�► Fax(631)765-9502 P.O. Box 11791'�O �0� Telephone(631)765-1802 Southold,New York 11971-0959 1 �► BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 1""' 2,0 (> Building Permit No. 4 Owner: & 1�_1 !� (please print) (" l�`/ T Plumber: y i tjC, q- (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 day of 20 -)f- Notary )bNotary Public, Su.ti;011< County Notary Puti c,St to of New York No.01106070081 DuaNfieC saes � WNW Electrical inspection Cern icate Issue Date Electrical inspection Service,Inc. Application Number 7/25/05 375 Dunton Avenue 97047C East Patchogue,New York IIT72 (631)28644 Issued To: Mr. Mark Wahl Street: 185 Shore Lane Village: Peconic Zip: Town: Southold Section: Block: Lot: > Contractor: Lademann Electric Inc. Lic.# 4141-E Was examined and Bound to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Deflects ❑ Pool ® 1st Floor ❑X Indoor 0 Basement ❑ Hot Tub ® Ft"k*nf I ❑ Det Garage ❑ Attic C] 2nd Floor ® Outdoor ❑ Addition ❑ Survey Sw tches Receptacles !allures GR Heaters A/C Fans 24 52 34 3 2 plshwasher WasherfAmps V"WAmps 0~ Rw%WAmps A/lcmwwves Furnace Oil Gas cimulators Smoke Deteaw Gell Transformer Meter Amps Phase UGJOH Jacuzzi Television Co / 3 Bldg. Permit: Other Equipment Addition/Basement/ 1 st Floor/and 2nd Floor ultc "A k garage door opener receptacles - - Hugo . Surdi President Inspection: 03!1812005 InspeCtOr. John Mc Mahon Ill Ftrlal Irexction: 07/21r4% j(gpedor: John McMahon Ill This certificate must not be altered in any manner. Inspectors may be identified by their credentials. _n.. JAMES J. DEERKOSKI, P.E. Q 260 Deer Drive M r Mattituck,N.Y. 11952 (631) 298-7116 Date: May 28 2006 To: Town of Southold Building Dept. Re: Strapping Inspection Wahl 185 Shore La. Peconic,NY 11958 Permit# 30694 To Whom It May Concern: After a Ridge Strapping inspection was preformed on the above property, it is deemed that all work performed was completed to plans and meets all state and local codes. Any other questions please call. '�j1 NEW yO. EEq�.0 '9.f- s cc rs, Si cerely z t� Cz 4 72 pR41�` 1ONP� Jam s . Deerkoski JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Re: Framing/Plumbing Inspection Marc Wahl 185 Shore La. Peconic, NY Permit# 30694Z LLJ� n 5 ILI _ T. r To Whom It May Concern: A Plumbing Inspection was performed on this Structure, and all Plumbing was done correctly and also meets all state and local building codes. A pressure test was also performed on the waste/water plumbing systems. Any questions please feel free to call. �k ic: NE Scerely 4!.T James rko P.E. O� d• . �9oFES� J �O��OF SOUT,y06 Z- TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL L`- [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY IN EC N REMARKS: r DATE INSPECTOR Of SO(/1y0� 4 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [XFINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 6A cv-�� 00L .A-t� P� P DATE INSPECTOR 76s-,so2 BUILDING DEPT. INSPECTION [ OUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ J INSULATION [ ] FRAMING [ J FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ' _-A - DATE - INSPECTOR 306 9 'fZ 765-1 802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ) FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION r" REMARKS: t22:1 , 0 e' " � w toll 7 DATE ��- � INSPECTOR so TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST XROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION (FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: alke 0 k ce4N-tz V"Q-t , CaAt DATE 3!g - �S INSPECTOR � rjf so coulm, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION I ST ROUGH PLBG. [ ] FOUNDATION 2ND ] INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTI" [ ] FOUNDATION IST [ PLBG. ( ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 4-e-e4-7 w`- ' DATE INSPECTOR Z J 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE `3 �` �� INSPECTOR ` � 1 � FOUNDATIONr _ ` on 1 1 ROUGH FRAMUG � • /, PLUMBING INSULATION PER N.Y. AAWA Bill � r -------------- „ ------------ r � .,�...�:...; •��' ter...: TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans '1 TEL;..031��ZZ65-1802 Planning Board approval FAIL`'!"(M1)765-9502 Survey www.northfork.net/Southold/ PERMIT NO. z D Check Septic Form N.Y.S.D.E.C. � Trustees Examined D ,20Q Contact: Approved 20 Mail to: Disapproved a/c Phone: `73L4 Expiration ,20,9,6 s Building Inspector APPLICATION FOR BUILDING PERMIT 5 Date �,. '• Z� —, 20 04 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 t6the 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,ho . g code,and regulations, and to admit authorized inspectors on premises and in building for necessary insp ns. (Signature of applicant or name,if a corporation) l 8S- Sh ovc- L c,,x fQy 1 19S-& (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder 0 w ec Name of owner of premises M Cx r'c_.. CAA-d L a-L&r'c-. W "L, (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: I$5' g�o r�,. �0.V--Q- kcC 0/ 'C 1 g House Number Street Hamlet Zf 7 3 ?? County Tax Map No. 1000 Section l9 Block Lot Subdivision Filed Map No. Lot l R (Name) 2. State existing use and occupancy of premises and ided ase and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition ✓ Alteration Repair Removal Demolition Other Work 4. Estimated Cost -10., 6 a ca Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Z. Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories--2-- 8. tories2_._8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 2- 9. Size of lot: Front ► Ts' Rear K� Depth l S0 10. Date of Purchase ►2Io7- Name of Former Owner Ncw 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO f 13. Will lot be re-graded? YES NO Y Will excess fill be removed from premises? YES NO ✓ 14. Names of Owner of remises rna�-,��•�a.k c Address t V f%� ���«Phone No.Q�-% I Sy " 2 z T O Name of Architect Vdv N cwt s c-Ktcx. Address O5 k f"-K'VA"•Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS• COUNTY!4e� /� � J(�t/�i lel � being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this S of 20 (9 Notary PubVic Signature of Applicant IA CO Notary Publicc,state of IN York No.OICOS017852 Qualified in Suffolk County "ommission Expires Sept 13, 1- �J 2 Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code ' MECcheck Software Version 3.3 Release lc Data filename:W:\2004\04-1041 Wahl\MFCcheck\1041 wahl.cck TITLE:Additions and Alterations to: COUNTY: Suffolk STATE:New York HDD:5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 10/06/04 DATE OF PLANS:August 27,2004 PROJECT INFORMATION: Wahl Residence 185 Shore Lane Peconic,NY 11958 COMPANY INFORMATION: Nemschick Silverman Architects,P.C. 735 Deerfoot Path Cutchogue,NY 11935 P A C 631.734.7007 tel. 631.734.7347 fax �O\ NOTES: rear addition talc's No.0 6 Q' COMPLIANCE:Passes 9TF OF NES y0 Maximum UA=44 Your Home=34 22.7%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Fa or UA Ceiling 1:Flat Ceiling or Scissor Truss 145 38.0 0.0 4 Wall 1;Wood Frame, 16"o.c. 277 15.0 3.0 17 Window 1:Vinyl Frame,Double Pane with Low-E 17 0.330 6 Floor 1:All-Wood Joist/Truss,Over Outside Air 145 19.0 0.0 7 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer Date a Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename:W:\2004\04-1041 Wahl\MECcheck\1041 wahl 2.cck TITLE:Additions and Alterations to: COUNTY: Suffolk STATE:New York HDD:5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 10/06/04 DATE OF PLANS:August 27,2004 PROJECT INFORMATION: Wahl Residence 185 Shore Lane Peconic,NY 11958 COMPANY INFORMATION: Nemschick Silverman Architects,P.C. 735 Deerfoot Path Cutchogue,NY 11935 631.734.7007 tel. Po N�c��� 631.734.7347 fax NOTES: - 2nd floor alteration calc's COMPLIANCE:Passes yT� No.02908 y Q� OF NE Maximum UA=111 Your Home=71 36.0%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Fa or UA Ceiling 1:Flat Ceiling or Scissor Truss 396 38.0 0.0 12 Ceiling 2:Cathedral Ceiling(no attic) 285 30.0 0.0 10 Wall 1:Wood Frame, 16"o.c. 294 15.0 3.0 17 Window 1:Vinyl Frame,Double Pane with Low-E 42 0.330 14 Wall 2:Wood Frame, 16"o.c. 415 38.0 0.0 18 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowled ,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/DesignerDate Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename:W:\2004\04-1041 Wahl\MECcheck\1041 wahl.cck TITLE:Additions and Alterations to: COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 10/06/04 DATE OF PLANS:August 27,2004 PROJECT INFORMATION: Wahl Residence 185 Shore Lane Peconic,NY 11958 COMPANY INFORMATION: Nemschick Silverman Architects,P.C. 735 Deerfoot Path Cutchogue,NY 11935 631.734.7007 tel. aED AAC,S, 631.734.7347 fax NOTES: IZ �. rear addition calc's ' 'k COMPLIANCE:Passes y No.0 9086 y0 F OF N Maximum UA=44 Your Home=34 22.7%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 145 38.0 0.0 4 Wall 1:Wood Frame, 16"o.c. 277 15.0 3.0 17 Window 1:Vinyl Frame,Double Pane with Low-E 17 0.330 6 Floor 1:All-Wood Joist/Truss,Over Outside Air 145 19.0 0.0 7 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer G Date o Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename:W:\2004\04-1041 Wahl\MECcheck\1041 wahl 2.cck TITLE:Additions and Alterations to: COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 10/06/04 DATE OF PLANS:August 27,2004 PROJECT INFORMATION: Wahl Residence 185 Shore Lane Peconic,NY 11958 COMPANY INFORMATION: Nemschick Silverman Architects,P.C. 735 Deerfoot Path Cutchogue,NY 11935 631.734.7007 tel. ��GFiED Agcy 631.734.7347 fax �`' ao w.`aFM yX � NOTES: 1Z 2nd floor alteration calc's ! ; 4 No.029086 COMPLIANCE:Passes T y0 Maximum UA= 111 Your Home=71 36.0%Better Than Code Gross Glazing Area or Cavity Cont, or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 396 38.0 0.0 12 Ceiling 2:Cathedral Ceiling(no attic) 285 30.0 0.0 10 Wall 1:Wood Frame, 16"o.c. 294 15.0 3.0 17 Window 1:Vinyl Frame,Double Pane with Low-E 42 0.330 14 Wall 2:Wood Frame, 16"o.c. 415 38.0 0.0 18 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code.Ift 1<u "T Builder/Designer Date 4� Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename:W:\2004\04-1041 Wahl\MECcheck\1041 wahl.cck TITLE:Additions and Alterations to: COUNTY: Suffolk STATE:New York HDD:5750 CONSTRUCTION TYPE:Detached 1 or 2 Family BEATING TYPE:Non-Electric DATE: 10/06/04 DATE OF PLANS:August 27,2004 PROJECT INFORMATION: Wahl Residence 185 Shore Lane Peconic,NY 11958 COMPANY INFORMATION: Nemschick Silverman Architects,P.C. 735 Deerfoot Path Cutchogue,NY 11935 ��aEDARCS, 631.734.7007 tel. W. Mc 631.734.7347 fax NOTES: rear addition calc's N0.029086 COMPLIANCE:Passes F OF NES Maximum UA=44 Your Home=34 22.7%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 145 38.0 0.0 4 Wall 1:Wood Frame, 16"o.c. 277 15.0 3.0 17 Window 1:Vinyl Frame,Double Pane with Low-E 17 0.330 6 Floor 1:All-Wood Joist/Truss,Over Outside Air 145 19.0 0.0 7 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/Designer Date • Permit Number MECcheck Compliance Report Checked By/Date New York State Energy Conservation Construction Code MECcheck Software Version 3.3 Release lc Data filename:W:\2004\04-1041 Wah1\MECcheck\1041 wahl 2.cck TITLE:Additions and Alterations to: COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric DATE: 10/06/04 DATE OF PLANS:August 27,2004 PROJECT INFORMATION: Wahl Residence 185 Shore Lane Peconic,NY 11958 COMPANY INFORMATION: Nemschick Silverman Architects,P.C. 735 Deerfoot Path Cutchogue,NY 11935 D 631.734.7007 631.734.7347 Pax NOTES: 2nd floor alteration calc's N No.029086 Q COMPLIANCE:PassesTF OA F N Maximum UA= 111 Your Home=71 36.0%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1:Flat Ceiling or Scissor Truss 396 38.0 0.0 12 Ceiling 2:Cathedral Ceiling(no attic) 285 30.0 0.0 10 Wall 1:Wood Frame, 16"o.c. 294 15.0 3.0 17 Window 1:Vinyl Frame,Double Pane with Low-E 42 0.330 14 Wall 2:Wood Frame, 16"o.c. 415 38.0 0.0 18 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her know dge,belief,and professional judgment,such plans or specifications are in compliance with this Code. Builder/DesignerVAL Date ' Applicant/ f Date. Owners Name:, 'Reviewed: Architect/ Date C,ngineer: _ t2 p Submitted: (0 5 SCTM #: District: j,Q00 Section: __J9L 1310ck: [ LoL(I 1E, Projectt (� Subdivision �y Location: � � 6-142—L-0- � �"R t�,ti�� _ Name:_ d Single&separate Required cemrmadon: (Yes f No) AYA-- 1 Req. Req. Zoning Mode:. � (Lot size: ' Actual�o� —I ItAt coverage Prntx,src)� 1 Req, Rcq. , i Req j/ront Vttrd _Proposed: [Side YardProposed: [RearYard Proposed r� Project Description: AGENMUERM111 Pgrmit $,MUIRED FQR REVIEW N.A. NO YM Dumber Suffolk County Health Dep D .. . Now York State. D. E.C. / Town Thmtees Town Zoning Board approval: i Town Planning Board approval: Flood Plane Elevation??� Flood Zone: 4,9 /� J et PLOT PLAN OF LOT 18 YAP OF RICHMOND SHORES AT PECONIC nU Me.4473 nUM NOYEIMP 20,1974 SITUATED AT PECONIC +. TOWN OF SOUTHOLD ��' s•o. SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-86-01-4.18 E SCALE 1"141' 4_ DECEMBER 21, 1999 00 6 `moi B $ ARG = a1�awe w. H. bf� .W ,>a A •• •,.' �4j J 1�.FOIMq�K eOmO w M WNO M w F OMwe YM11�Y At�LW JY L r9wAM rY lee mw M L 1 rel VR lI' M01.t■'A"eAYelw © 1 1 ore 116116,taw--eis r-Y e=A 1 w mer o 4�`- ♦WY IQYar6IFA 1 A t ew.Fr lana■M q A 7r61eYA Aeu. 1.or.1r 6w.r IF �.IIM..I mm"10K 'g: r�� •ee�1 WN MY e10em nMe'114 M[Aar/v f O- o LA `v�oyEpNA 9 J SUMOLKCOUNTYDEPARTMWrOFHBALiHBMM Y PElt11D7' FQ FOR A K/ SINGLE FAMQ.Y OPII,Y �� A. DATE - 99-oz�y Land Surveyor kVegno w v& awT c spa•Fiiel6a. FOR MAMM M OF ' are sraee-swlr.w- se.v%. - Lw� EXPIRES'IHREEYEARSFROMDATEOFAMMAL mw C516a17-64M F.(516)772-5M slaves maM,F w.s.6rm 0.APr.W-N..Mr 11631 IMIwU N.Wi t l IA, i N r— 3 Imo} I 1 4 '4• .�N.- 4y T nH � +� ,�ini � y b'.�' !/.4' 15'•P 1�0 'f'•r 7 0;1" 21'+'1 lk��j r � �/rf ni/M. ,� 11NV•1 �rM,N1•w4. ¢�tll wt r+5• 5�:A,,,1 n,+ v1�Z O O !• n_j d. a ! •, 1YI1 r.1s� � b JSIIAlt ^♦ MIM j _ r (n� AAt4•.24SY '4•rl Iu ' N: ,r1u. J a *,'rl.• N� 0 u 3 0 - I IJ,A' m m IIIA• ''�' �' V'.d � �. Wr rw •• n.. 1 w 1 M 'r, a N [�'� ID N S.IJ..j Yl2N Ai ip'.4r n y:y" yyeee —IM1- r^ .?'1 Y'�.s _A'r _ 2rlo crCw E:5 • •�• •'X -i•lu 4•!' ..":. t.4 If QWs We9 .. '.r/ 1•Y tb '1'6� 4'•IN �'•!+ rAIN MM d-li � 2d.•, a x , ILI" T� •'"� � 741•GI f 2912 eJrn6.t l • DFeII II I wJ.e 's q.y v�'e i ® OB F'-1 0^7o Beto _ J 10� �i R-1UNT ELEYrniLq�.... j ', LGF1 ELEVATIo.-� 1 huM1 0 10 Po� � RJW� wtuiE.l .I..J rn LLJL � I � i i Jw i ov 'a a`.'..".....�.... 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TAX No. 1000-86-01-4.18 LOT �ri s � � � • . . 00• �� SCALE 1'=40' Ln '�b JUNE 24, 1999 APRIL 6. 2002 ADDED PROPOSED HOUSE APRIL 11, 2002 REVISED PROPOSED HOUSE y i OCTOBER 29, 2002 FINAL SURVEY O. �i �. ' j DECEMBER 14, 2004 UNDER CONSTRUCTION SURVEY j Os 43 AREA = 22,733.34 sq. ft. 2i '�� •° � �b v 0.499 cc. ly �c 11v CERTIFITs D TO: / FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK HSBC MORTGAGE CORPORATION (USA) Y / MARC WAHL �\ LAURA WAHL w � - 6 2220 - ACCORDANCE*MM THE 14M+11 00. I Err T►E FOR A L SLNkIM IVw n Ho Ao LMIME USE EM Of �Q�A A I�1 y cc N.YS. lic. No. 40M UIMU)N09h9 ALIERATION OR ADOn10K TO IHS SURVEY a A VKI A7ON OF _ _ 51SEC110N 7we OF THE IE1P YORK STATE CUM OF L Jo eph A. hgegno � =�BEARM Olt MDTBE ° ° L Surveyor TO 8E A VILA TRl1E COPY. CERT"CA"a IMOMTED HE7EOM!Wl RUN ONLY TO TIIE MRSON FOR*M THE".V is PlEPAm.AHO ON m KHALF TO THE r6RT GDAWNu51 B HES me 'M T'* &ff"" - subdr *ww - Sft %on - Conerbucwn LQmA UDC"TO THE ANSWO ES OF THE LENS 9f3T1- Tvnm. �ARE NOT PHONE (631)727-2090 Fax (631)727-1727 THE DWTDICE OF WOW OF WAYS OFnCES LOCATED AT U%W ADDRM AMD/OR EA6EMJf1E OF IIEOOIID, IF ANY, MOT SNOMYN ARE NOT GTAl1ANTEEO. 322 ROANWE AVPWE P.O. Bac 1931 R1496iEAO, New York 11901 RM&O od, Nw York 11901-0966 51'MBOL LP6END 4" I'-0" I'-0'B" g" 12_g EXISTING WALL TO REMAIN 3-4 HEN( #4 R®ARATLOM BELOW 5" POURED CONCRETE FDN MALL KITH(2) ----'"—'"----- EXISTING WALLS TO BE REMOVm LINE OF EXISTING DECK 12"DIA x 36"DEEP(DELO FURNISH AND INSTALL NEN #5 BARS TIB PROVIDE 2X6 5ILL PLATE --------------- ABOVE TO REMAIN A/I FJ GRADE/CONrRETE FT65 /6"x B"T-CY/NDATION VENT OVER 2X6 PIT SILL PLATE OVER 5/LL WITH 4x4 P/T ND PO5T GRILLES 5ET IN NEW 5E4LER AND ALU41*M TERMITE 5HEILO n_____________ _n ABOVE- TIP FOR TWO OPENIN6 IN FDNYJALL - ANCHORE?NIM 510 DIA ANCHOR BOL 75 PROPOSID WALL5 - REFER TOTYPICAL FOR TNO AT 4 'OY -MAX l'-0'FROM CORNERS -- - FLOOR PLAN5 FOR 512E EX15Vl OAR TO REMAIN ------ �I _ y _ �------ -------� I - n � — — — CRAWL SPACE -1 m ' LINE OF BECK ABOVE I UNEXCAVATED SPACE- ---- ---------1L____ T ___-__ z 2'GONC RATSLAB OVERb � EXISTING DOOR TO DIFREMOVED < _ - _ - _ - _ - i 0, I MIL POLr VAPOR BARRIER I . -� OVER VIR61N 501L OR 45% PROP05ED DOOR - REFER TO COMPACTED FILL i FLOOR PLAN5 AND 5OHED. FOR 512E I I 5TEE FT5 ON TO 14A 76H I I O EXISTING FTG DEPTH- - REFER TO EXT ELEV5 FOR Q EXISTIN ETJ 5 TO REMAIN O I I REI-KJVE INFO NISTG BOX BEAM TO ALLOW FOR NEW FRAMING TO LAP OVER SILL FLA/E5 -PROVIDE NEW 590D BLKG ml u PROPOSED FIXTURES FOR FUTURE I BETWEEN NEW AND OLD.X)15M rp �_____ --- PROVIDEALID BLK6 MID EXl5TG WINDOW 5PAN OF NEN FJ TO REMAIN }-----} #5 FON OOI'ELSt----_ HEN FLUSH FRAMED HOR OVER r — — — REMOVE EXI5TG WINDOW ANO EX15115 OFENIN5 ENLAR6E OPENING TO FROOVE#5 FDN DOWELS AT 12"CG A66OMMODAIE A NEW 32"x24" V HCAILYWOH MIN 4" / \ NY/LATED A66E55 DOOR EMBEDMENT 0 CH NAY- TYPICAL HHERENVGLT EX15Tr TO'N5 - - - - - - - - - - - - - - - - - - - - - - - - _ _ - UrVT) FT6rT REMAIN AND FT65 TO REMAIN NAC O EXI5T6 FDN HALL AND EN5ITr IRANCE DOORRIO AND STAIR FTG5 TO REMAIN- FURN15H ANO INSTALL %' TYPE 'X°GYP TYPICAL UO.N. TO REMAIN(V.1 FJ BOARD ON WALLS ANO LEIL INC J01575 L — WITHIN MECH CLOSET FORA 45 MINUTE FIRE RATING. PROVIDESUITABLE r J CLEARANCE AROUND EQUIPMENT AS PER MFR AND NY5 CODE N� BA5 MENT KEVIN ®N PROVIDE A SYSTEM OF EAPOVP FLbrH REMAIN -- ARTIFICIAL L ICHT AND �-1 VENTILA TION IN W1 FH ACCORDANCE CRDANCE l 03/14/06 SECTION RR303 Ilr 5 R5 TRIPLE 2X6 SND O - - - - - - � 7/6"d THRV BOLTS — r — 5IMP50N HDbA L J I HOLD DOWN 5IMP50N L5TA36 L - - - - ._ - - - - - J /� � I r — — —• \ \\� I I EXISTING Fr II 6ARA6E UNEXCAVATED 516"DIA. BOLTn.p Xl6"LONG 7/b" 9"BOLT X g 24"LONG LL "• (2) 05Td B. CONT o "u—m m— ° \\ — — _ // r • • CONG FTG. - - - - (2) 94 BOT, CONT. , 1'-6" TYR 6-l" 11 MIN. L — J �5TEFF r;) FT6 DETAIL (;:�Fr�N / FT6 r�ETAIL5 SCALE = I/2"=1'-0" 1 scALE = va^=r-o^ i'4PR 2 0 d,. pED A.9 PROJECT TITLE DATE NSA PROJECT Nemschick Silverman Architects P.C. : ' APDITIO/VJAM) ALTERATIO/IfTO: JEPT. 16,2004 /IfA04-1041 _ _ c 185Jt10RELAVE y1,'✓ PECONIC,NY 11958 SCALE DRAWING NO 735 Deertoot Path, Cutchogue, New York 11935 <°"y fy N �k AJ/YOTEP Phone ' 631-734-7007 Fax : 631-734-7347 �i+' �� i pe N° 029 {OP DISTRICT SGCTION BLOCK LOT DRAWN BY, /��\ http://v4ww.nemschicksliverman.com �>t''' / of NBN A FLOOR PLAN NORTK _ 1000 86 Ol 4.18 L.F_./'. jc(o( �I MAR2. � 3" VTR DRAINAGE FI"' E IN T5 SHALL EE V --- 1 CONPILED IPI THE FIELD, BA5ED OPI RUN OF WASTE LANE AND L"ATUN OF VElli STALK I RISERS ADJUST�-NT P109�ROF �NE Y5 BLDDGI�TA�LE P916�AND � H I I ' 2"V E I 1 /2" V I I/-1 V 1 1/2" V I 1 LAV 1 INC / I 8 LOFT FLOOR 3" Lu 2V ----_--TI VI I 1 111 1/2" V 111 [All V 1 11/2" V 1 DATHLnV 11 11 Y _ 1 EXISTING FRESH AIR IIIITA<E 11 11 WG 11 a�E%TERIOR (FALL 5110PIER 1 1 FIRST FLOOR G l I CONNECT TO APPROVED 5ANITAR'i 51'5TEI I FROM 6YIS11IT APPROVED EY.15T'd !1161 IIGOGO I1R SANITARY_`YSTEPI No TJO EMREI-IAI•I 61HT CELLAR FLOOR EU AOC xE��s2im w q st o� 1��1 I++I``I Py I`ylI {nom (/tl��/� I,�I W W�Iy 1I � I'i`,`•',� r No 039080 ypQ•F PR-I xALE 110wE e OF NES Nemachlck SlWerman Arohll. is P.C. .. F /pwnoomoPeerm n]rtannomro °�rvr ie ma nia oo-lom _ _ _ °ioR s unc pc>�E �.wl�w ]]S o�ertod Pole culeM1epu�,NavYMn L1]6 Ivy h �:m°:°nl°wr�,°m mm PE�07YtC-_ /`IOW QEZI� "°p e,o°II ,o, 1 ° rLooi FJJi noliln ea of am LUPVn PLOT PLAN L/� � OP 17�r4/N/NGS GONal�IJGT/ON NO�,�a ^s 5 CO GENERAL NOTE5 oa PROPOSED ONE 5TORY ADDITION ��_ O�� L ALL AL DU 15 TO CONFORM N THE RULES AND REGULATIONS TR THE l4. ALL 5UBGONTRA6TOR5 SHALL BE RF5PON5/BLE FOR FILING AND LOCAL BUILDING DEPARTMENT AND THE NYS. BUILDING E CON 1DEPE OBTAINYN6 APPROVALS FOR THEIR WORK WHICH MAY BE REQUIRED. / 6 A-I - PROPOSED PLOT PLAN, NOTES, LEGEND AND ABBREVIATIONS GODS NO NOTE OR DETAIL OR AGK THEREOF SHALLBE CONSIDERED AS RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN A-2 - CELLAR /FOUNDATION PLAN ACCORDANCE WITH ALL STATE AND/OR LOCAL GODE5. l5 ALLSUBGONTION,OR55UARPROC., AS ALL EQUIPMENT, TOOLS, FENCES, A-5J - F I RST FLOOR PLAN TRANSPORTATION, SAFEGUARDS, ETC., AS REQUIRED FOR THE PROPER � PROPOSED WOOD DECK EXTENSION z. ALL ELECTRICAL wORKroBFFIRE UNDERWRITERSINSPECTED AND E,rEGunoNOFTHEIR WORK V / IJ Q _ A-4 - 5EGOND FLOOR PLAN APPROVED. 5UBMlTCERTIFICATETooWirERUPoNREcEIPr. (�G' I6. ANY DEVIATIONS FROM THE ARCHITECTS DRAWINGS MUST BE SUBMITTED _ PROPOSED GONVER51ON OF A-5 - 5GHEOULE5 AND STRUCTURAL NOTES 3 ELECTRICAL CONTRACTOR TO VERIFYELEGTRICAL SERVIGEANO PARCEL TO THE ARCHITECT IN WRITING FOR APPROVAL. FOR ADSWACY IN PROVIDING NBN EFCTRIOAL IN57ALLANON5 A5 STORAGE SPACE TO HABITABLE A-C7 - EXTERIOR ELEVATIONSSHOWN ON THE PLAN5. UPGRADE SERVILE, METER AND PANEL AS MAY I7 EACH CONTRACTOR AND SUBGONTR,AGTOR SHALL BE RESPONSIBLE FOR •"L / �I� ✓ �� - � SPACE ON 2ND FLOOR A--I - SECTIONS BE REQUIRED. MAINTAINING 5AFETY ON THE JOB 517E DURING THE GON5TRVG rION PHASE TO COMPLY NITH THE RE6ULATION5 AND REQVIREMENT5 OF THE A-PJ - MBING WORK TO BE IN STRICT AGGOROANLE NITH N.Y.S. CODE OCCUPATIONAL SAFETYAND HEALTH Al2MIN15TRATION. THJ55HALL DETAILS 4. ALL PLU a AND ALL APPLICABLE LOCAL RE6ULATION5. INCLUDE,BUT ARE NOT LIMITED TO: PROVIDING FOR ADEQUATE AND PROPER BRACING, SAFETY RAILINGS AND SECURE FOOVIN 5 FOR ALL C / 3 5. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE LE CONTRACTORS TEMPORARY SCAFFOLDING, STAIRS,ETC, A5 HELL A5 PERMANENT 1� _ LIABl1/TY, WURKMAN5 6OMPEN5ATION, COMPLETED OPERATIONS,ETC,. 60115TRXTION ADEQUA IF FOR THE PURPOSES of THIS PROJECT AND FURNISH PROOF OF 0 FIGURED DIMENSIONS SHALL GOVERN SMALL SCALE DRAHIN65 WHERE \ / 1 d� e; ,O SAME TO THE OWNER PRIOR TO COMMENCIN6 NITH NORK. CO / _ _ 0, DIMENSIONS ARE ESTABLISHED BY 60NDITION5. IF EXISTING, EACH `fA \ 6. EACH 5I/BGONTRACTOR 5HALL 51/BMIT A 6OPY OF HY5 INSURANCE CONTRACTOR SHALL MEA50RE EXl5TING CONDITION5 PRIOR To ORDERING / I COVERAGE(WORKMAN5 COMPENSATION,L'ABILl7Y DISABILITY) TO MA7ERIAL5 AND GOMMEN6/N6 NITHWORK. - p THE ON55NER PRIOR TO COMMENCING NORK EACH BGONTRAGTOR SHALL M. GENERAL CONTRACTOR AND HIS SUBS ARE RE5PON51BLE FOR ALL LAY r 2 6' SUBMIT LIEN RELEASES PRIOR TO REQVESTING FINALPAYMENT OUTWORK, /ALLUDING 5PEGlFIEJ LAYOUT ORANIN55 AS REQUIRED. ` V _/ {�'J ® 7 CONTRACTOR SHALL AT ALL TIMES PROCEED WITH WORK AS r0 MINIMIZE CENERAL SO AOT�OGACTOR SHALLUSE Ul✓DUE NACRDSH4l IP, DELAOORDNATE Y AND lN1FRFtRENGE dAJITN O J/ +yti " N ��j THE OWNERS INCONVENIENCE, AND SHALL DO 50 /N A WORKMAN-LIKE SYMBOL DE5GRIPTION SYMBOL DESCRIPTION SYMBOL DE56RIPTION CONDUCT OR NORK MANNER. SECTION 8. ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCLUDING EIXNRE5, 20. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THI5 WORK FROM THE "J _\ EQUIPMENT/ TA6- SEE ELEVATION FURNIENIN65 AND DECOR ITEMS SHALL BE STORED AND PR07EGTED FROM SITE AND DISPOSE OF IN R LEGAL MANNER ON A INgKLY BA515 OR r,3 Q` ✓1 / X TA6- SEE GLAZING TA6- SOONER IF CONDITIONS WARRANT DWG. AS DAMAGE UNTIL THE OWNC-R DE7ERl-FINES THE COURSE OF ACTION TO BE _ 10�0 \� n� DWG. AS O SEE EQUIP. TAKEN Nl7H SAME �:� y� a / / NOTED NOTED SCHEDULE 4 2/. AT THE COMPLETION OF PORK, THE SITE IS TO BE CLEARED OF ALL p _ WINDOW E�GHED. 4 PROTECT AND MAINTAIN EX15TINC UTILITY LINE5 NHl6H ARE To D®Rl5 AND EXGE55 MA7ERlAL5. THE FACILITY 15 TO BE LEFT BROOM 0r h, o REMAIN 1N SERVILE IN SUCH A MANNER A5 TO AVOID IN7ERRUPTION OF GLEANED AND WORK l5 TO BECOMPLE7ED TO THE TOTAL 5ATI5FA6TION 2 \ 4.9 / / THE5F LINES. GAP ALL UTILITYLINE5 TERMINATED BY THE OF E OWNER PRIOR O RELEASE of FINAL PAYMENT. FINISH TA6- �' TA6- SEE SEE FINISH DOOR DEMOLITION WORK IN A MANNER APPROVED BY THE GOVERNMENTAL DWG. AS O LEGEND d O TAWGOLUMN AUTH0R17/E5 AND UTILITY COMPANIES HAVING JURISDICTION 22 UNLE55 OTHERWISE NOTED, ALL EXISTING UTILITIES SHALL BE r X-X/ NOTED CEILING FIN. LINE- SEE ALTERED, GAPPED, OR RELOCATED A5 TO GUARANTEE A COMPLETE X-x X/ lO. GONTRAGTOR TO NOTIFY ARGHl7KT OF FIELD CONDITIONS OTHER THEN INSTALLATION. _ LEGEND DOOR 5GHD. THOSE SHOWN HERE OR OF DIMENSIONAL DISCREPANCIES PRIOR TO 23 TE PROVIDE ALL NECESSARY MPORARY 5UPPOR7-5 AND BRACING A5 MAY BF COMMENDN6 NITH PORK AFFE67ED BY SAt-E REQUIRED PRIOR TO THE INSTALLATION OF NEN STRUCTURAL ELEMENTS. AIG ESSORIES REVISION II CONTRACTOR TO H15 NORK,, OR DAMAGEDPROTECT PA T6H NRSAPAIR ALL RF�7L 70F H15TINC WORKKD 24. PROVIDE ALL TEMPORARY BARRICADES, RAILINGS, L16N7/NG, FTG. ELEVATION TAG- SEE TAG WHERE EXISTING MATERIAL5 ARE TO BF MATCHED, CARE IS TO BE REOUIRED TO PROTECT THE WORKMEN, ONNER5 PERSONNEL AND OTHERS BENCHMARK PGGESSORIES x TAKEN IN BLENDING COLORS AND REPLICATING ADJACENT FORMS AND FROM IN-PRY DUE TO CONSTRUCTION WORK PROVIDE FREE AND SAFE _ LEGEND GONT(VR5. FA55A6E FOR PERSONS TO AND FROM AREAS AND FACILl7/E6 WHICH ARE \ /- 12. BEFOPE fABMl7TlN6 ANY PROPOSAL, 1T 5HALL BE THE RESPONSIBILITY 70 REMAIN. OF THE CONTRACTOR TO FAMILIARIZE HIM5ELF MYTH ALL EX15TINC 25. ALL FRAMING LUMBER SHALL BE DOV6LA5-FIR LARCH N l GRADE, NITH A \ / EXTERIOR CONDITTON5, MATERIALS TO BE MATCHED, WORKING SPACE AVAILABLE, MINIMUM FIBER BENDING 5TRE55 OF 1000 F31., AND BEAR MARKIN65 ROOM NAME ROOM FIN15H TAG- 5AFETY PREGAUTICN5, E7C. REQUIRED PoR THE SAFE AND EXPED/77OU5 INDICATING SAME z FLOOR FI NI5H NAME AND SEE EXT. EXECUTION OF THI5 60NTRA6T. FAILURE 70 DO 50 MILLNOT BE \ FINISH MATERIAL MATERIAL CAUSE FOR EXTRA COSTS TO THE OWNER OR 0PVNER5 REPRE5ENTATIVE5. 26. ALL CONCRETE TO HAVE A MINIMUM COMPRE55IVE STRENGTH OF 3,000 _ LEGEND/SITE CON TO BE OTACT THE R7HER THAN 7NOSECHITECT IMMEDIATELY HOWN HFtREON PRIOR IELD l�O PRNE OGEmING R5.1. AT 28 DAYS AND CONFORM TO THE LATEST REQUIRENBNTS OF G, 0 \ KEYNOTE NITH WORK AFFE6T EO BY SAME. A.C.I. 318 FOR MIXING, PLACING, FORMING AND 5TRIPPIN6. �1 13. DIxREPANGIES, ERRORS, OM155/ONS,ETD., IN ANY PORTION OF THE 27 SEF NYS BUILDING 60N5TRXTION CODE MANUAL FOR \ �//✓��� " \. DRAWNN55 WHICH ARE AT VARIANCE NITH THE IAN OROINANGE5, RULE5 'REOUIREO MOOD FRAME NAILING SCHEDULE \ �\ O / O ✓0 /�.� \ / OR RE60LATION5,BEARIN6 ON THE CONDUCT OF THE NORK SHALL BE 28. THE ARCHITECT HAS NOT BEEN RETAINED FOR ADMINISTRATION OF THE REP097ZD PROMPTLY To THE ARCHITECT CONSTRUCTION OF THI5 PROJECT O3 9 /00 - A.H. ANCHOR BOLT DN DOTNN lN5UL INSULATION - �O A.G.I. AMERICAN DR. DOOR INT. JWC OR RE. REQUIRED FOUNvATION EET L CONSTRUCTION SHALL INSTITUTE 0/7 DRIVE-THRU J-BOX -dMG7/ON BOX RN. ROOM L GONGRETE GONTRAGTOR TO 5Ei AND PLACE FORMS WITH STRICT ATTENTION PND DARE TO THE REQUIREMENTS AL THE ACOU5T ACOUSTICAL D7L. DETAIL J5T. J015T R.O. RUl/6H OPENING ALL DAVM, FLOOR AND GRADE ELEVATIONS. DWG. DRAWING JT JOINT R.R. RE5TRGOM \_ -- A.D.A. AMERICANS NITH OWLS. DOh'ELS KEG. KITCHEN EQUIP. R.T.0 ROOF TOP UNIT „CODES OF NEW YORK STATE., DISABILITIES ACT IN 56PPLIER 2. GONGRETE CONTRACTOR TO BE RESPONSIBLE FOR SETTING ALL ANCHOR BOLTS AND 00 O ADH ADHE51✓E EA EACH LAM LAMINATE `C. SANITARY0LCO LEVELING PLATES. APE ABOVE ELF.S. EXTERIOR S.G. SOLID GORE IN5ULA7/ON LAV. LAVATORY SGHD. SCHEDULE Av FINISHED FLOOR FINI5H 5Y5TEM 3 PROVIDE CONTINUOUS 2x6 TREATED SILL PLATE OVER TERMITE SHIELD TIED INTO ' ALT. ALTERNATE LBS POUNDS SECT. SECTION RV16E FOUNDATION WALLS WITH I/2" ANCHOR BOLTS 8'-O" a.c. (I'-0" MAX. FROM ALL CORNERS) ALJALUML ALUMINUM ELEG✓ ELEG7RIG/-AL F1EGT. L.F. LINEAL FOOT SERV. SERVICE WI"M 10" min EI 1BF17MENT. PROVIDE SILL SEALER AND GROUT SILL PLATE TO WALL. L.P. LOW POINT 5.E.. SQUARE AMP AMPERE ELEV/EL. ELEVATION SHL 5HEETEtT FEET 4. ALL FOUNDATIONS SHALL BEAR ON SOIL HAVING 1 MINIMUM SAFE BEARING FIELD CAPAUTY TI CERTI'FfCr,�I UAJ' !1E. T OR 7/0)V 0 ANDD. ANODIZED EMPL. EMPLOYEE MA MILLIAMPERE SIM SIMILAR TWO (2) TONS PER SQUARE FOOT UNLE55 OTHERWISE NOTED (SUBJECT TO FIELD INSPECTION NAILING (`Oti I�.�z / ANS./. AMERICAN ENG. ENGINEERED MATE. MATERIAL S.J SAA6a JOINT AND ,'FRIFIrATION BY GONTRAGTOR). til ���, TI CIN$ NATIONAL MAX MEXIMMCHANI 5M SMALL 5. ALL EXTERIOR AND INTERIOR PERIMETER FOOTINGS SHALL TTFIGALLY PROJECT b" ON BOTH � R�CILIIhC� STANDARDS EQ. EQUAL MELH MECHANICAL SPECS. SPRINKL A7ION5 SEG: 86 NOTE: INSTITUTE EQUIP. EQ/IPMENT SPRINK. SPRINKLERS SIDES OF THE FOUNDATION WALL UNLE55 OTHERWISE NOTED. APPROX APPROXIMATE ETC. ETCE7ERA N'FFRG. MANUFACTURER '/ARE s PLOT PLAN INIJIG/i TED ,ABOVE l5 BASED ON fi SURVEY PREP,4RED ARCH. ARCHITECT/ EX15T EX157/N6 ca j q,� T 6 FLOOR SLAB_ ON GRADE TO BE 4" POURED GONGRETE WITH bxb/1.4X1.4 GA. WIRE REINFORGING ELK: Ol -URAL MIN MINIMUM AND STEEL TROWEL FINISH. PROVIDE 1/2" PREMOULDED EXPANSION JOINTING AT FLOOR SLAB p I' R CERTIFICATION BY OSEPfl A. lNGE6N0, LAND SURVEYOR, DOTED JUNE 24, 1999 WIT AVG. AVERAGE EXP. EXP057 MISC. MISCELLANEOUS 5.5., 5/5 5TAINLE55 57EEL AND FOUNDAI ION WALL. PROVIDE 2" (R-10 min) RIGID INSULATION 2'-0" EACH WAY (FOR HEATED 5�% ���p5rF EXT EX7ERIOR MM. MILLIMETER STD. 57ANDARD ON LtHU CONTENT BEFORE LOT: 4.18 LATEST REVISION NOTED OCTOBER 29, 2002 FINAL SURVEY. B.O. BOTTOM OF ED. FLOOR DRAIN MO. MA50NRY OPENING 57F. STOREFRONT T. THE GONGRETE FOR THE ENTIRE STRUCTURE SHALL HAVE A MINIMUM GOMPRC-551VE 5TRETI6TH QFERTIFICATE OFOCCU FORE BD. BOARD11015 3000 P51 AT 28 DAYS. ?ONE: BEV. BEVERAGE FDA. FOUNDATION MR. RRESIISTANT 5TN. STATION S BLDG BUILDING EE FIRE EX7/NGUISHER MSRY. MASONRY 5TRZT. 5TRV6TURE/-AL 8 REFER i0 ADDITIONAL STRUCTURAL NOTES WITHIN DRAWING PAGKA6E FOR FURTHER INFORMATIO§,OLDER USED IN WATER ,LOT AREA: 2/,733.3450. FT BF.P. BACKFLOW FIN FINI5H MTD. MOUNTED 5UPPL. SUPPLY/-ICED U YSYSTEM CANNOT PREVENTOR FIXT. FIXTURE MTL. ME7,4L SUSP. SUSPENDED SHOULD ANY NOTES OR SPECIFICATIONS DIFFER, THE GREATER VALUE OR MORE STRINGENT REQ 1� 0' 20' 40' 80' BLK BLACK FIR. FLOOR NI.C. NOT IN CONTRA6T 7/ TOP CE SHALL TAKE PRECEDENT OVER ALL PREVIOUSLY MENTIONED NOTATIONS. EXCEED 2/10 OF 1%LEAD. EXIST LOT OGGUPIED - 3,305.61 SQ. FT BL 6. BLOCKING F.R.P. FIBERGLA55RON- NOM NOMINAL 7B. THROUGHBOLT NOJNUM NUMBER PROP. LOT OCCUPIED - 3,546A2 5Q. FT BRC. HEARING FORCED PLASTIC N.S.F. NATIONAL T$B TOP d BO TOM FRAMING NOTES 1" = 40'-0" BTM BOTTOM FRZ FREE-SFR SANITATION TSG TON611Ed GROOVE ET FEET/FOOT TEMP. TEMPERED or BTV. BE FOUNDATION I. JOIST SIZES AND SPACING GIVEN FOR DARCHI E LARCH 172 (fb = /,ITS R A = 90 P51 PI "^I�Jr is OCCUPIED 16.32 5& CAB. CABINET pG' G TI AGE N.T5. NOT TO SCALE TYP T7 rPP1�L AND E=1.6x106 P51). VERIFY SIZES WITH ARCHITECT IF OTHER SPECIES OR GRADES ARE USED. ALL ,STS G.fiM CU516 FEET O.A. OVER ALL 2. THE DE516N LIVE LOAD IN LIVING AREAS I5 40 P5F (DL=10 PSE) ATTIC LIVE LOAD IS 20 P5F �INN11 PER MINUTE GAL. 6ALLON O.C. ON CENTER UL. UNDERWRITERS 77FF55&777777��I�WNNNNr kkii `-f0'� G.G.F. GOMPAGTFD GALV. GALVANIZED O.D. OV75IDE DIAMETER LABORATORIES (DL=5P5F) ROOF LOAD IS 30 PSF (DL=10 PSP). ROOF SPANS AND SPANS IN LIVING AREAS /17. `"6 Kai L G OR GRANULAR FILL 6.6. GENERAL O.N. OPPOSITE HAND UV. UL IRA VIOLET ARE LIMITED TO A DEFLECTION OF L/360. VV VV V U /-11V GRADE TOR OPNG. OPENING V. VOLTiVOLTAGE 3. ALL CONGEALED SPACES IN WOOD FRAMING SHALL BE FIRESTOPPED WITH WOOD BLOCKING CJ CONTROL JOINT GD. GRADE OPT OPTIONAL V.B. VAPOR BARRIER l_` i'I ( ACCURATELY FITTED TO FILL THE OPENING AND ARRANGED TO PREVENT DRAFT5 FRDM USE IS UNLAWFUL NOTE; CL CENTER LINE GL 6LA55 MOVING FROM ONE SPACE TO ANOTHER. ENERGY GONSERIXATION CLL. CEILING GYP CLA5/M oPP OPPOSI E V.C. VOLUME CONTROL CLOS. CLOSET C..RM GALLONS PC r. PRE-CAST V.C.T. VINYL COMPO- 4. PROVIOE BRIDGING 8'-0" OL MAX (50LID OR GRO55 BRIDGING) WITHOUT CERTIFICATE TILE DUTIES OF THE ARCHITECT AND H15 EMPLOYEES OR ACENT5 SHALL TERMINATE WITH PER MINUTE CONCRETE T,QF OCCUPANCY ALL WORK ON THIS PROJECT 5HALL CONFORM O THE NEP YORK STATE ENERGY GER. CLEAR PKC. PARKING 5/TION TILE CONSERVATION CON5TRXTION CODE. (LATE5TE91TION). THE COMPLETION AND DELIVERY OF7NORKIN6 DRANlN65. THE ARGHI7EGT IS NOT CMU CONCRETE H.6. HANDICAP PL. PLATE V.F. VENT PIPE 5. NOTCHES OR HOLES FOR PIPING FTG. IN STRUCTURAL FRAMING MEMBER5 5HALL NOT BE PERM/ RESPONSIBLE FOR rw/'PERVl5/ON OF 6UN57RVGTION OF THE PROJECT, NOR OCE5 THE MASONRY UNIT A66E55/BLE PLMB. PLUMBING `SRT. VERTICAL 2. THIS PROJECT l5 DESIGNED gCCTION 6 TO PART- 6 OF THE NY5 ENERGY ARCHITECT HAVE AUTHORITY TO ACT ON BEHALF OF THE OWNER OR THE CONTRACTOR 6NTR COUNTER N.G. HOLLOW GORE 6. DOUBLE ,101575 UNDER ALL PARTITIONS RUNNING PARALLEL WITH THE JN APPROVED AS NOTE CONSERVATION AND CONSTRT/cTION CODE, "B'/lLDING DESIGN BY ENVELOPE HD. HICHDEN5/TY .'L rMO.. PL YNOOD wh.✓a NI7HAVIWIT' 'UNU€RWAITERS CERTIFICATE UNLE55 NOTED OTHERINlSE INWRITING. COL. COLUMN NO. 11/8 DRAIN PHI. PANEL VJ.B. NALL BASE 1. ALL FLOOR AND 5KYLIGHT OPENINGS ARE TO BE FRAMED WITH DOUBLE HEADS METHOD"(TABLE SU22J UNDER ZONE IIB(SUFFOLK COUNTY). GONG CONCRETE HDR. HEADER PR. PAIR X.C. NATER 6LO55T TRIMMERS, FULLY JOINED WITH STEEL BRIDGES OR "TE605". RR 1) DATE: �T B.P.p a a - 3o u.9Y- 3� ALL EXPOSED HOT WATER PIPING AND/OR HEATING la'/GTS TO BE INSULATED AS GOND' CONDUIT HOW HARDWARE PREP PREPAR4TlON/ �. WOOD �o CONN CONNECTION N9k%D, HARDWOOD PREPARED ND' N WINDOW 8. TO ELIMINATE THE HAZARD OF MOISTURE CONDENSATION IN GOLD WEATHER, AND TO PERMIT FEE:_ .�y6- S� eY L+u- --- PER SEG. 17333/ AND E504.5 CE 171E NY5 ENERGY GODS THE ARCHITECT SHALL NOT BE RE5PON5/BLE FOR THE ACTS OR OMISSIONS OF TACE 6ON5T CONSTRUCTIONHE ESCAPE OF HEAT IN HOT WEATHER. VENTILATION OF ATTIC AND CRAWL SPACES 15 CONTRACTOR OR ANY SUB-CONTRACTOR OR ANY OF THE CONTRACTORS OR LONT. cONTINUOU5 H.M. HOLLOW METAL F5.F. FOUNDS PER N.H. NATER HEATER AFFIDAVIT OF ENERGY CODE CONFORMANCE : 5UB-CONTRAG TORS EMPLOYEES OR AGENTS, OR ANY OTHER PERSONS PERFORMING ANY CONTR CONTRACTOR H.O. HI6H OUTPUT SQUARE FOOT NK. NORK REQUIRED. BLOCKING AND BRIDGING SHOULD BE ARRANGED 50 AS NOT TO INTERFERE WITH NOTIFY BUILDING DE, 1RTMENT AT HP. H16H POINT NF NATER PROOF THE MOVEMENT OF AIR. 765-1802 8 AM TO 4 PA' FOR THE OF THE NORK 6.T. CERAMIC TILE H.R.G. REATING d 11.5.1. POUND5 PER FOLLOWING INSPECTIONS: NE, NEMSGHIGK SILVERMAN ARGHl7EGT5 P.G., AGKNOINLEDGE AND 6.5.E 60N5TR NON NL WEIGHT Q. ALL CATHEDRAL GEILIN65 SHALL HAVE CONTINUOUS VENTILATION FROM EAVES TO RIDGE, ATTEST THAT TO THE BEST OF OUR KNONLEDLE, BELIEF, AND SPECIFICATION REFRIGERATION SQUARE INCH PNF WELDED WIRE 51ZE INSULATION ACCORDINGLY. PROVIDE 3/4" dla. VENT HOLE5 AS NEEDED THRU SKYLIGHT 1. FOUNDATION - TWC REQUIRED CONTRACTOR(5) PT PAR7/POIN7 PROFf55lONAL _RIDGEMIENT, THIS BUILDING IS DESIGNED IN CONFORMANCE INSTITUTE HT HEl6HT FABRIC FRAMING TO MAINTAIN CONTINUOUS VENTILATION. FOR POURED CONCRETE WITH THE NEW YORK 57A IF ENERGY 60NSERVATION CONSTRUCTION CODE, GU CUBIC FL VA G. HEATING, P.V.G. POLY VINYL LAIE5T EDITION COST. CUSTOMER VENTILATION, AIR CHLORIDE 10. DOUBLE JOISTS UNDER ENTIRE BATHROOM AREA UNLESS OTHERWISE NOTED 2. ROUGH - FRAMING E PLUMBING PVMT PAVEMENT II. REFER TO ADDITIONAL STRUCTURAL NOTES WITHIN DRAWING PACKAGE FOR FURTHER INFORMATION 3. INSULATION DBL. DOUBLE HZ /GFORN�TIONING QTY QUANTITY AA,, AL - CONSTRUCTION MUST DEG. GEGREFS R.A. RETURN AIR SHOULD ANY NOTES OR 5PEGIFICATIONS DIFFER, THE GREATER VALUE OR MORE STRINGENT REQUIREM DIA. DIAMETER LG. ISOLA7FlJ GROUND SHALL TAKE PRECEDENT OVER ALL PREVIOUSLY MENTIONED NOTATIONS COMPLETE FOR C.O. DIM. DIMENSION INGNE5 RAD RADIUS ALL CONSTRUCTION SHALL MEET THE DRQ INCL. INFORMAEI7 R.D. RO EFTACIN 12. THE CONTAGTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED IN5PEGTION5 OF THE RREUTA6MFttRALAFRT Rg(PI) SOF NE DISC. DY5CONNECr INFO INFORMATION R.D. REGEPTAGLE 1N57L. 1N5TALLATIOW REINF: REINFORCING YORK STATE. NOT RESPONSIBLE FO INSTALLED 13 THE CONTRACTOR SHALL INGOPORATE ALL REGUIRED STRAPS, ANGLES, TIES, SUPPORTS, ETC. AS MASr)," UCTION ER OR PROTECTION OF STRUCTURE FROM FORGES OF NATURE. THIS INCLUDES, ROOF TO ROOF;ROOF RMA' ' 4 = AND WALLS TO FOUNDATION. THESE FASTENERS / TIES SHALL BE AS MFR'D BY SIMPSON OR APPROVED WITHCHyPi " RETAIN STORM WATER RUNOFF FLOOD DAMAGE PF EVEM r N -'� PURSUANT TO ;ECTIONI SOUTHOLD TOWN AGE. Nemschick Silverman Architects P.C- qaH PROJECT TITLE. W1 E NSA PROJECT +� ) FED A ADDITIOAI,! AnD ALTERATION,/'TO: rL A 04� 41 �n�H scy�Fay ,/SPT. 16, 2004 A - - - -- - 185/T10RE LML SCALE DRAWING NO: 735 Deerfoot Path, Cutchogue, New York 11935 _ v PECOAC, AX 11958 A/ VOTED A- ] AA► Phone : Gww.nems Fax erma34-7347 D1srR1cT secnoN 6Loc of DRAWN ev �_ 1 31 http://www.nemschicksilverman.com m� F o��NEVJ D I FLOC PLAN 101ZLf1 1000 8t 01 418 Lam. SYMBOL LFGPND a' ° 14'-0' -0 all all EXISTING WALL TO REMAIN NEW I6"X 6"LONLRE7E FOOTING WITH [(2)n4 REBAR AT BOTTOM BELOW 6' FYIURED LONGRETE FDN WALL WIRE(0 - - - - - - - _ EXl5TIN6 WALLS ro BE REMOVED LINE OF EYISTlN6 DECK O'DIA x 36"Damp(BELOW FWNI5H AND INSTALL HEN ll5 BAR5 TIO PROVIDE 2X6 SILL PLATE ABOVE TO REMAIN(VIE) 6RADE)CONCRETE FT63 16"x 5"FOUNDATION VENT OVER 2X6 P?5/LL PLATE OVER 5/LL WITH 4x4 FIT WD P05T GRILLES SET IN NEW 5FALER ANO ALUMNI"TERMITE 5/OLD ------------ - _n ABOVE FOR TWO OFENINX IN FDN WALL - s PROPOSED WALLS - REFER TO TYPICAL FOR TWO AT 4,9")C RED HIM I'-O�OM GO A ANCHORBOL FLOOR PLANS FOR SIZE ___________ __y IL._-______ EXISTING DOOR TO REMAIN ---- `Z IC • ------- -------aI GRA{NL SPACE •' ', EXI5TING DOOR TO BE REMOVED .I-L---- 1L---- ----- LINE OF DECK RBO�M RAT SLAB OVER6 �' nrvQ (2J 2x6 P/T GDR �Z - - - - - - - {® MIL POLY VAPOR BARRIER DOOR - REFER TO OVER VIR6/N 50/L OR 95% PROPOSED lul \I To LOMPA67ED FILL FLOOR PLANS AND SGHID. FOR SIZE 1 ® STEP F16 ON TO MATON FX1 - ® REF R T FTX DEPTH- _ O " REFER o Exr. FlEvs FOR o EXISTING FIXTURES TO REMAIN O `' ADD'TL INFO e� REMOVE EX15T6 BOX BEAM TO ALLOW ��= m FOR NON FRAMINS TO LAP OVER 5ILL MI �) FROP05ED FIXTURES FOR FUTURE 'V „ FLATES -FRO✓IDE NEW SOLID ELKS BETPEEN NEW AND OLD J0/5T5 2xl- - Lt— BO— TO_NOU�EI - - - - - - _ _ — _ — +_____--- - - - — EXIST'G WINLYJW --- ----- PRO✓IDE SOLID HLK6 MID r r0 REMAIN - 2 \� SPAN OF NEW F.J. {'E:LS F +_________+ NS FDN 00 — NEW FLUSH FRAM NOR OVERt--- --- — — — REMOVE E I5T'6 WINDOW E55 DOOR AND -Xl5Tr OFENIN5 II,11� - 'EH L ENLARGE OPENING TO32 VERTICAL Y)NITH M ' PROVIDE N5 FDN DOWELS AT 12""j/ \ NSULATEDDAGGk24" P-BEEDI'�NT EACH NNAY- TYPICAL - J � L � / \� - - - - aI— —I —I — — — — EXI5T6 LOLLMN5 AND FTC,5 TO REMAIN EX15T6 FDN WALL Alm F ENTRANCE DOOR OR CELLAR R AND STAIR FT65 TO REMAIN- Asj TYPICAL U.O.N. TO REMAIN(V.IF) q. — z EX/5T/N6 JI CELLAR G w EX/5T/NTO REMAIN UNFXGA✓ATED UN _LE55 OTHERIN/5E NOTED ABOVE TOO REMAIN l i I I I T I I I s P I l i i I L TRIPLE L 2X6 5TUD I I I I I r — _ r j 7/6" 0THRU I r- - - - - - - -I I I BOLTS L J 5IMP50N HDBA L— — — — — — — — — — HOLD DOWN 5/MP50N 15TA36 _° / / / \ J EXISTING ��� nP UNEXCAVATED r ////J J \ , L J Sia"DIA. BOLT 4 - - - X la"LONG 2, O, / I d MIN ® 4a"o.c m / / va^ m°DOLT X br a " 24"LONO _I -•.d \ \ / / •• (2 #5 T d B. CONT. - \ / • GONG. FTG. — =A (2) #4 BOT. CONT. b.. L - - - — — — — — — — - - - - - - - - 1'-4 I'_6" TYP. " MIN. SCALE = I/2"=1'-0" SCALE (--)CE LAR �:L®OR FLA\ SCALE = I/4"=1b" WS• Mw F= PROJECT TITLE DATE NSA PROJECT «' Nemschick Silverman Architects P.C. yS�PFw °y, ADPITIOil f A/1U ALTERATIOnJ TO: DEPT, 16, 2004 NJA 04-1041 _ 117771 F= 9 pv�' �0 185 fNORr LA/VL PECO/VIC, NY 11958 SCALE: DRAWING NO.. 735 Deerfoot Path, Cutchogue, New York 11935 * j+ _ ` ' Phone : 631-734-7007 Fax : 631-734-7347 aA .� AJ AOTEU http://www.nemschicksilverman-comyreO F NgN ozsoe� yo DISTRICT SFC11ON BLOCK. LOT G DRAWN BY. A-2 http://www.nemschicksilverman-comOF PLAN VORTH 1000 8() 01 4.18 L.F/. SYMBOL LEGEND EXISTING/HALL TO REMAIN 14'_O" 3-5" 2' O.A. ADDITION EXI5TIN6 WALLS TO BE REMOVID 51-71' TDEOK EX¢T O" 4,i +02H 212" FROP05ED WALL5 - REFER TO O H. OH FLOOR PLAN5 FOR SIZE — — — — — — ri EXISTING DOOR TO REMAIN REL E L T O EXTEND EXISTING RAILIl*6 Ii (2J 2x40 TO NEW EXT WALL I PROVIDE SHELF AND EXISTING DOOR TO BE REMOVED MATCH LONST. TO LODff ROD IN LFOSET- " all TYPICAL FOR ALL BEDROOM #/ - O PROP05ED DOOR - REFER TO 109 CARPET --W - 2x4 G.T. ® 48" O OG r FLOOR PLAN5 AND SONED FOR SIZE --� -- LREATE SOFFIT ABOVE ATT 0' O < EXISTING FIXTURES TO REMAIN `r EX15NCAREFULL AI REMOVE Q NEW H CKIN6EX15r- AW)RELOCA IF T MATCH EXIST'6 0 m AND RELEGATE TO m `Jff P05TABJVE NEW EXTERIOR WALL ry MI J) PROPOSED FIXTURES FOR FUTURE EX/5T/N6 - NATE TYP As INDICATED 'a _ �, 2x6 G.J. a 16"OC 2466.-16 6°OG O UWE� ry 102 2v6 R. ® 16"OG� �b RR ® I6"OCA ry ______L-----_a —:_- (2)JA6K AND(lJ KlN6 57UD ALIGN O =__ -- rr P05T BEECH HDR BRC IWOUT N E46HEND V IF O EX15T5 WINDOW HDR �r N REMOVE EK16TIN5 WALL A5 III TO REMAIN- V.LF. O O INDICATED. PATLHWALL5 Cilli m AND FLOOR TO CREATE - ry 11 DRE55/N6 AREA NEW TRIMMED OPENING. CARPET EXI5TIN6 F.J. TO REMAIN 057/NS F.J. TO REhL4/N m ALIGN v 5/T>-lNG AREA I — CARPET RE40VEEXl5NN6 ' �' M ROLE5ADDLE 4 SEAT _ WALL5 AND DOOR5 0 101 0 AND PATCH WALL To BATHROOM O Oq c TILE NViTGHWNEREWALL ? CERAMIC p 15 REMOVEDOX EXIST/N6 EX/5T/NG UN��� KITCHEN PAD OUT EX15TIN6 WALL V DOOR TO _ 4" c�VR TO YJrNDaW �� REMAIN IRE GYP R AND FIRRlN6 A5 REQUIRED TO CREATE N6N . EX/5T/N6 TO REMAIN FIN15HmWUL ON �W rHRLbM UNLE55 OTHER6Y/5E NOTED 51DE �fjsr EXISTING __ EX/5T/N6 RE-love E�asrrNb BATHROOM �5 AND DOOR5 AND PATCH WALL TO EJC NEN CUSTOM MILLWORK `^ MATCH WHERE WALL CL. X/ST/N LINEN CLO5E7 WITHIN N 15 REMOVED �' CLOSE BATHROOM w BOX OUT NEN P057 REMOVE EXIST'6 GYP BD AND - - ��-- WITHIN 6L05E7WITH Yp" EXPOF;E EXISTING F05T BELOW 61P39. TAPE DROPPED HDR NOTIFY 5PACKLE ANO PAINT TO ARCHITECT OF FINOIN55 ONCE MATCH NAZ L 15 OPENED PRIOR TO STARTING WORK IN THIS AREA EX/5T/N6 EX/5T/N6 i z ENTRY DIN/N6 Non am P055 BE ow P05T5 ABOVE FLYER ROOM PROVIDE SOLID BLK6 DOWN TO FDN _ t` UNALTERED UNAL75Rm WALLBELOW A1216T COLUMN AND RID5E LEN5TH5 TO ACCOMMODATE DIRECT BEARING ON FON WALL -REFER dI !' � O I I I 1 To 2ND FLOOR PLAN FOR ADDrL lNrp. � ' '� ' I; EX/577146 � - - EX15T1N6 5-I/2"X 46"L.VL. HEADER—' OVER 5ARA6E TO REMAIN. FIELD VERIFYACTUAL LENUH7016 AND BEAM 542E PRIOR TOWORK - EXIST/N6 _ 6EMMENCIN6 HOU5E °NAL FIRED EX/5T/N6 COVERED PORCH UNALTERED P05T ABOVE NOTE: T PROVIDE NEW P05T5 IN WALLS LARRYlN6 LOA05 FROM P05 T5 O ABOVE DOWN TO FEW BELOW PROVIDE SOLID BLK6 BE5/DE RIM .,GISTS AND BOOR JOISTS BELOW Q POST5 FOR FEL BEARIN6 N CAPACITY- TYPICAL WHERE 2 POST5 LONE DOWN LL' EXl5NN6 F.J. 70 REMAIN EX15NA6 F.J. TO REMAIN _ I _ EX15T'6 EX15T'6 FIR5T F�00R PLAN SCALE = I/4"=I'-O" s Nemschick Silverman Architects P.C. y PED Aq PROJECT TITLE DATE. NSA PROJECT . CytNEyOy, AUUITIO/9/ A/YU ALTERATIO/9J TO: JLPT. 16, 2004 YJA 04-1041 IL 1 Jk 1=11u, n 185, rHORE LAVE 735 Deerfoot Path, Cutchogue, New York 11935 — * PECONC, /VV 11958 scALE DRAWING No: Phone : 631-734-7007 Fax : 631-734-7347 -- N A, r/VOTED ZZ http://www.nemschicksilverman.com ^y No.045..6 . DISTRICT SECTION BLOCK Loi DRAWN BY �� Dp NgN FLOOR GLAHY nORTFI 1000 86 01 4.18 L�/. SYMBOL LPGPND e'-6^ LINE OF NEW/+ODITION BELOW EXI5TIN5,MAIL TO REMAIN ALUM, SUTIER5 AMC LEADERS TO 5PLA5H BLCL'K5 AT GRAVE- TYPICAL fLINE OF NEW RODE OVERHANG -ALIGN TO NEW ---- ---------- EXISTINO MALLS TO BE REMOVED FOR ALL WN ROOF LINE5 ROOF/FASCIA -REFER TO fXTERIOR ELEVATIONS FOR ADD'TL INTO 05 PROPOSED MALLS - REFER TO • FLOOR PLAN5 FOR SIZE FIELD VERIFYLOCATION OF EXISTING NEW ROOF FRAMING-REFER TO FIR5T FLOOR MECHANICAL 5Y57EM5 TO EN-5/RE PLAN FOR ADDITIONAL INFORMATION EXISTING DOOR TO REMAIN WALL LAYOUT AND PROPER CLEARANCE5 PER MA&FACTUPER5 DA5Hm LAE REPRE5ENT5 AREA ALON5 EXTERIOR 5PE61Fl6ATIOA6 NOTIFY AR6HITECT WALL TO 56TER-W NEW 2XIO FLOOR JO15T5 TO EXISTING DOOR TO BE REMOVED SHO/LD A DISCREPANCYEXIST EX15TINC FLOOR CON5TRUCTION OF I575 TO NEW EXTERIORIT THE MILL,WHERE CEILING JOI5T5 HAVE BEEN NOTCHED TO TEMPORARILY SHORE AND 57ABILIZE ACCOMMODATE ROOF CON57RU6TION INFILLGAP PROP05ED DOOR - REFER TO EX15TIM5 ROOFIN5 3r5 TEM TO PERMIT WITH NFIN 3/," T16 APA RATED PLYWOOD FLOOR PLAN5 AND 5CHED. FOR 51ZE M0DIFI6ATION5 PROP05ED. CARRY 50FLOORII6 OVER EX1577N6/5157EREP J0I5T5 SHORED LOADS DOWN TO FOR NEW 9,9FLOORING ]• EXI5TIN6 FIXTVRE5 TO REMAIN FOUNDATIONS TO DAM4TEXlSTiNG CONDITIONS FROM DAMAGE. CONTRACTOR TO FIELD VERIFY 2,-4„ EXISTING CONDITIONS TO DETERMINE TEMP LOAD PATH 01 \�� PROPOSED FIXTURE5 FOR FUTURE — — E •D5 2 114" 9-1 "L.V1. EX T/N R. TO IN I I 2xIO R.R. 0 16"CC ��/G ® PROwDFz2xa6" r I I, -y� INSUL.47FD A66E5$ zl IWVV lMFINISNED QeFANFL TO UNFINISHED �C - TYPICAL FOR _ I E-11 _____ __ 4 — I D ALIGN CENTER OF WINDOW O m �� m 2x10 RIDGE -�- TO RID6E ABOVE — A EX/5T/NG TO REMAIN \ i IIAZ E55 OTNERIN/SE NOTED E STINv RaITo REMAIN BEDCARPET ROOM #3 61 lo" T TORACPE m I NFlNISHFD p .} I O I' 4' 240 1111" 205 L Wl7H MIPORK - ALOA.ORK COUNTERTOP 20 ALONOT HALL r \ \ b'-T' �CA H '� SET TOP AA30"AFT 30"AFF m \ / 6J 2x4 Pas BATHRO k Y-9" 6ER. TILE iF L CUSTOM MILLWORK LINEN `Q p ,:i{�' EXIST'6 RIDGE p ,N NL{'YA l R.R. 6"a CABINET FIT TIGHT TO _ �Q \� — - - - - _ — _ — — } _ - - - / ui 'F. TO REMAIN m \CARPET rW LE 20"f I/NDER5X'f OFCEILIN6 e> 202y 3'O NEO ANGLE - %A\'O `r 5HONlER WITH TEMP. 150A'\ 706 SII L455 -bRROMO / --- -- REI-IAN TYPICWALL AO __ — I 3 O s orHERWisE NOTEP6' 10.. r 5T01246E BEDRPOOM #2 J _ CAR ET AIje- \ W I ALIGN R1065E WINDOW --2rlO Rl06E � � 01 TO RIDGE ABOVE � y I Io MIMI p d� — �y I� PROVIDE221x36" `r I i o ATTI � IN`AILA TED ACCESS _ \h VNFINI5/lE;k PAAEL TO UNFINISHED ATTIC - TYPICAL FOR 7Wa O EX TlN6 R.R. TO IN I I 2x R.R. ® 16"06 9-I "L.V1. \q1111 I - - — Ex 4" 41_51, 4._3„ ,4" 6,_7„ 4,1 q 15'-5" �y �.r --+ -- ----- -- -------' `--""'�"—' PROJECT TITLE. DATE NSA PROJECT u: Nemschick Silverman Architects P.C. ¢�y<�aEW. m�A ADDITIO/1JAM) ALTERATIO/I TO: JEPT. 16, 2004 nJA 04-1041 185fY10RE LAVE SCALE. DRAWING NO: 11958 A,/'/VOTED 735 Deerfoot Path, Cutchogue, New York 11935 _ _ PECO/YIC, Y Phone : 631-734-7007 Fax : 631-734-7347 * 11 'I * http://www.nemsehicksilverman.com yr No. 29066 ypP� DISTRIcr sEC ON BLOCK. LOT DRAWN BY. A-4 FLOOR PLAN /YORTfi � of "�� 1000 86 01 4.18 1 LEY, ® � J L� NAILING 5GHEDULVEX100SURE I.D. MANUFACTURER UNIT MODEL AND 5TYLE ROU6H OPENING REMARK5 OTY JOINT DESCRIPTION NUMBER OF NUMBER OF GENERAL MASONRY COMMON NAILS BOX NAILS NAIL SPAGING A ANDERSEN OR EQUAL COMMON TILT 4A 5H DBL NUNG 2'-2//8"x 3'-B 7/B" WITH C556URE GLAZING(VERIFYW/OWNER) I 1. MAXIMUM STEP OF FOOTINGS SHALL BE ONE VERTICALLY TO 7W0 1. ALL MA50NRY SHALL BE CONSTRUCTED IN ACCORDANCE WIRI B ANDERSEN OR EQUAL AW25/-2 AWNING 4'-9-9/4'x 2'-4 7/B"t/- V.LF. / R A M I N G HORIZONTALLY INHERE ELEVAHON5 CHANGE THE REQUIREMEN75 OF NGMA AND AGI-531,LATEST IDlT10N RAFTER TO TOP PLATE (TOE-NAILED) 3 - ad 3 - IOd PER RAFTER 2 CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO 2 MASONRY SHALL CONFORM TO A5TM C-q0, GRADE N. C ANDERSEN OR EQUAL AN251 AWNIN5 2'-4 7/8"x 2'-4 1/8" 3 FABRIGArION CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 - ad 3 - IOd PER J015T D ANDERSEN OR EQUAL 71N3052 TILT 1NASH DBL HUNG 3'-2-7/B"x 5'-4 I/6" WITH 5AFETY GLAZING 2 CEILING JOIST TO PARALLEL RAFTER (PAGE-NAILED) (HEEL JOINT) 3 ALL RETAINING WALLS SHALL BE ADC-Q'/ATELY BRACED DURING 3 MORTAR 5HALL BE TYPE M, IN A6COROANCE WITH A5TM G-270. E ANDERSEN OR EQUAL A3l AWNING 2'-11 15/16 2'-0 I/8" I RAFTER SLOPE: 3.12 22 - I6d 22 - 40d CONSTRUCTION TO MAINTAIN SAFETY AND 5TABILITY. 4. ALL LINTF15 SHALL HAVE B"MINIMUM BEARING EACH END 4:12 17 - lad 17 - 40d BACKFILLING SHALL NOT BE PERMITTED UNTIL CONCRETE HAS WHERE STRUCTURAL MEMBERS INTERFERE WITH BEARING, PROVIDE 512 14 - Ibd 14 - 40dEACH LAP ACHIEVED 9O% OF THE SPECIFIED DESIGN 57RENC TH CONNECTION 70 MEMBER. 1'12 10 - Ibd 10 - 40d 9:12 AND GREATER b - Ibd 0 - 40d 4. IF GONDITION5 ENCOUNTERED DURING CONSTRUCTION DIFFER 5 BRICK VENEER WALL SHALL BE AN6HORED TO 57VD WALL AT l6" CEILING JOIST LAPS OVER PARTITION (FADE-NAILED) FROM WHAT l5 5HOWN ON DRAWINGS, THE ENGINEER SHALL BE 0.6. HORIZONTALLY AND 24"0.6. VERTICALLYWITH METAL RAFTER SLOPE: 3:12 22 - Ibd 22 - 40d NOTIFIED IM7,EDIATa T'AND WORK SHALL NOT FROCRE55 UNTIL TIES(9 GAUGE MINIMU4 TIES SHALL BE GALVANIZED OR 412 11 - Ibd 11 - 40d ALL PROBLEMS ARE RE50L VED TO THE SATISFACTION OF THE 5TAINLE55 57FEL. 5:12 14 - lad 14 - 40d EACH LAP ENGINEER. TOTAL QUANTITY 1:12 10 - Ibd 10 - 40d 6. PROVIDE VERTICAL CONTROL JOINTS IN EXTERIOR MASONRY B 9.12 AND GREATER H - I6d 8 - 40d WALLS AT 40'-0"O.0 MAXINN/M NOTES: COLLAR TIE TO RAFTER (FACE-NAILED) CONCRETE RAFTER SLOPE: 3 12 7 - IOd T - 12d ALL WINPICH5 SHALL INCLUDE 1N5ECT 5CREEN5, FACTORY HEAD AND 5EAT BOARDS, AND FACTORY EXTENSION JAMBS(IF REQUIREDI.. 4:12 6 - loci - 12d 1. ALL GONGRE]EWORK SHALL GONFQRMWITH THE REQUIREMENTS 5:12 4 - IOd 4 - 12d PER TIE 6:12 AND GREATER OF THE AMERICAN CONCRETE INSTITUTE A.G.I. 3/8 LATEST WINDOW 'D"MEETS THE REGN/lREN1ENT5 OF THE RESIDENTIAL 3l CODE OF N).S. FOR EMERGENGYESCAPE 4 - Ind 4 - 12d EDITION STEEL BLOCKING TO RAFTER (TOE-NAILED) 2 - ad 2 - IOd EACH END 2. CONCRETE PROTECTION FOR REINFORCEMENT SHALL CONFORM 1. ALL 57EEI FABRICATION AND EPEC77ON SHALL CONFORM TO RIM B2 - Ibd 3 - Ibd EACH END BOARD TO RAFTER(END-NAILED) TO LATESTA.6.1. SPECIFICATION A15C 5PECIFI6ATION3 FOR STRUCWRAL STEEL, LATEST 3 ALL TEMPERATURE REINFORCING SHALL BE SUFFICIENTLY EDITION. W A L L P' R /4 M I N 67 EMBEDDED TO DEVELOP BULL STRENGTH IN ALL CONCRETE 2. ALL STRUCTURAL STEEL SHALL BE A57M A-36, EXCEPT ® Fz E� C11 E! =�) J TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -Ibd 1 2 - Ibd 1 PER FOOT WALLS AND SLABS. STRUCTURAL TUBE WHICH SHALL BE ASTM A500 GRADE B AND 5TRUGTURAL PIPE WHICH SHALL BE A5TM A501. TOP PLATES AT INTER5EGTION5 (FADE-NAILED) 4 - I6d 5 - I6d JOINTS -EACH SIDE 4 PROVIDE ADEQUATE TIES FOR ALL STEEL REINFORCED IN SLABS, NO. TYPE UNIT PIMFN51ON MATERIAL FRAME REMARKS BEAM5, PIERS AND WALLS, REINFORCED TO BE HELD AT 3 A 5 RUGTURA STEEL USED AS EXTERIOR V ALL LINTELS SHALL STUD TO STUD (FADE-NAILED) 2 -Ihd 2 - Ibd 24" O.C. CORRECT D15TALCE FROM FORM5 AND EARTH BY STEEL ONE-HALF BE GALVANIZED. CHAIR5 OR TIES HEADER TO HEADER(PAGE-NAILED) Ibd Ibd I6" OG ALONG EDGE5 4. BEAM CONNECTIONS SHALL BE DESIGNED TO WITHSTAND 101 HINGED- R.H. 2'-6"x 6'0' VK7LLOW GORE MASONITF WODD TOP OR BOTTOM PLATE TO SND (END-NAILED) 2 - 1---bd 2 - 40,1 PER SND 5. FOLLOW 6.R.S.L RULES FOR PLACING ALL REINFORCING STEEL THE MAXINNM ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR 102 SLIDING 6LA55 AND A66E55ORTES BEAM AND SPAN CONDITION5 5H9WN OR THE LOAD INDICATED ON 5-0"x 6'-B" VINYL /6LA55 HOOD WITH 5AFET1'GLA55(ANDERSEN FPVG5068/U BOTTOM PLATE TO FLOOR JOIST, BAND-1015T,ENDJOI5T OR BLOCKING CON_ TH 19RANIN35, WHICHEVER IS 6REATER. (FACE-NAILED) 2 - Ibd 12 2 - Ibd I2 PER FOOT 6 COMPRESSION TEST RESULTS TO ENGINEER FOR REVIEWCRETE MIX REPORT /PRIOR TO 5 WELDING SHALL BE IN AGCORDANCEWITH ANS IF IC 103 SLIDING -PAIR 5'-0'x 6'-B" HOLLOW GORE MA50NI7E WOOD F L O R R A M I N S 57ARTIN5 FOUNDATION CONSTRUCTION U51NG E70-XX FIEGTROVES. 201 HINGED -L.H. 2'-6'x 6'-8" HOLLOW GORE MASONITE PRE NI/WOOD J015T TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4 -8d 4 - IOd PER JOIST 7 REPRESENTATIVE TEST 6YL1NDER5 SHALL BE TAKEN FROM THE 6. ALL BOLTS SHALL BE A5TM A-325N AND SHALL BE INSTALLED TO A 5NUG CONDITION AS DEFINED IN ALSO SPECIFICATIONS BRIDGING TO JOIST (TOE-NAILED) 2 - bd 2 - IOd EACH END CONCRETE PLACED EACH DAY IN AGGORDANGEWl7H CONCRETE 202 BIFOLD - PAIR 4SPEGIFl6A TIONS. TESTING SHALL BE PERFORl4ED AT 7AND 25 '-O"x b''-B" HOLLOW GORE MA50NITF PRE-lN/NG/WOOD BLOGKING TO JOIST (TOE-NAILED) 2 - 8d 2 - IOd EACH END DAYS. 7 ALL WELDER5 SHALL BE CURRENTLY CERTIFIED THE FOLLOWING 6ERTIF16A HON5 ARE ACCEPTABLE NEW YORK STATE, NEW YORK 2 -003 BIFOLD - PAIR 4' "x 5'-0" HOLLOW GORE MR5ONI7E PRE-HI/NG/WOOD BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - Ibd 4 - Ibd EACH BLOCK A ALL MIE5H SHALL BE SPLICED 50 THAT THE OVERL AP BETWEEN 6I7Y DEPT OF BUICDIN65, OR TESTING LABORATORY GER- 204 B1FOLD - FAIR 4'-0"x 5'-0" HOLLOW CORE MA50NITE PRE-HUNG/WOOD OUMRH05T CRO55 WIRES OF EACH SHEET 15 NOT LE55 THAN THE TlFl6ATION TO THE AW5 CODE LEDGER STRIP TO BEAM (FACE-NAILED) 3 - Ibd 4 - I6d EACH J015T SPACING OF THE CRO-55 WlRE5 PLUS TWO INCHES, UNLESS 205 5LIDIN6 POCKET 2'-6"x 6'-0" HOLLOW CORE MA50NITE PRE-HUNG/WOOD PROVIDE TRACK, HlN5E5 AND HARDWARE J015T ON LEDGER TO BEAM (TOE-NAILED) 3 - 8d 3 - IOd PER J015T OTHERWISE SHOWN ON THE DRAWING. 206 SLIDING POCKET 2'-6"x 6'-8" HOLLOW GORE MA50Nl7E PRE-FWNG/WOOD PROVIDE TRACK, HINGES AND HARDiNARE BAND JOIST TO �15T(END-NAILED) 3 - Ibd 4 - Ibd PER J015T q ALL FOOTINGS SHALL BE CAST ON UNDISTURBED OR CONTROLLED PAINTING COMPACTED SOIL, 2 TSF DESIGN BEARING CAPACITY WHEN 207 HlNGF2 -R.K 2'-4"x 6'-B" HOLLOW GORE MASONI7E PRE-HYING/NIODD BAND J015T TO SILL OR TOP PLATE (TOE-NAILED) 2 - Ibd 2 - Ibd PER FOOT FOOTIN65 ARE BEING PLACED, A FOILS ENGINEER RETAINED BY I. ALL 5TEEL AFTER FABRICATION SHALL BE THOROUGHLY GLEANED THE CONTRAC70R WILL EXAMINE THE 501L AT FOOTIN5 BOTTOM, OF RUST, DIRT, L005E MILL 5GALE AND OTHER FOREIGN 206 HINGED PR R.H.R./LRP (2)l'-0""x 6'-B" HOLLOW CORE MA50N1TE WOOD R 0 0 F 5 H E A T H I N G AND CONFIRM ITS CONFORMANCE TO THE DE5/6N BEARING MATTER. AFTER GLEANING, STEEL SURFACES SHALL BE SHOP- A55(UMPTION. NO FOOPN55 SHALL BE PLACED UNTIL SUCH PRIMED WITH ONE GOAT OF METAL PRIMER, AND ONE GOAT COLOR STRUCTURAL PANELS: PANEL INTERMEDIA CONFIRMATION IS OBTAINED. TO BE 5ELFGTED BY OWNER. PAINT GOATS SHALL BE FULL EDGES r..l-1PPORTS WETTING, APPLIED THOROUGHLYAND EVENLY TO THE SURFACES INTERIOR ZONE 5 8d IOd 4" 6" lO. ALL2bDACONCRETE SHALL ATTAIN A MINIMUM STRENGTH C NCRE AND FREE FROM SPRAY DLST, RUNS OR 5AG5. P5/® 28 DAYS. FOUNDATION, SLABS ON GRADE AND CONCRETE PERIMETER EDGE ZONE 5 8d IOd 4" 4" EXPOSED TO WEATHER SHALL BE AIR ENTRAINED. 2 PRIMER SHALL BE TVALE T SE loaqOND RUST-INHI LLB PRIMER GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d IOd 4" 4" ll. ALL CONCRETE RElNFORGlN6 STEL SHALL BE 11!ACGORDANGE OR APPROVED ECY/IVALENL SECOND GOAT SHALL BE RUST-O-LEI/M 1060, OR APPROVED EQUIVALENT G E / L I N G S H E ,4 T H I N G WITH ASTM A-6/5 GRADE 60 DEFORMED BARS. 3 AFTER ERECTION, TOUGH UP ALL FIELD CONNECTIONS AND GYPSUM WALLBOARD Sd COOLERS Sd COOLERS 7" EDGE / 10" FIELD lZ. IAFJ_DED WIRE ICSH SHALL BE IN ACGORDANGEWITH A57M A-I85. ABRADID SURFACES WITH 5AI-E TYPE OF MATERIAL USED FOR SHOP COATING. W L L SHE /� T H I N G 3 THIS CONTRACTOR SHALL TALLCOOPERATE BUILT-FI ALL OTHER VE5, AND WHERE REQUIRED INSTALL ALL BUILT-INWORK, SLEEVES, 5TRUGTURAL PANELSMARE BOARDPANEL INTERMEDIATf INSERTS,ETC., AS REQUIRED FOR A COMPLETE JOB. EDGES 9UPPORT5 INTERIOR ZONE 8d IOd 4" 6:: 14. ALL 5TRIUGTURAL MEMBERS SHALL BE POURED FOR THEIR FULL 6voo 4' EDGE ZONE DEPTH5 IN ONE OPERATION CONSTRUCTION JOINTS SUCH AS A 8d IOd 4:: b:: DAY5 POUR JOINTS SHALL BE L06ATED IN THE MIDDLE OF THE 1, ALL LUMBER SHALL BE DOUGLAS FIR LARCH NO. 2 FIBERBOARD PANELS: SPAN, MAIN REINFORCING TO RUN THROUGH THE JOINT KEY AND FB = 375 F5/, FV= 95 P5( E= 1,600,000 P5/, MAXIMUM 7/I6" 3 ROUNHEN JOINTS TO EXPOSE AGGREGATE FOR CHEMICAL BOND. I'd - 3" EDGE/ 6" FIELD M015TURE CONTENT< lq% 25/32 8d 3 - 3" EDGE /b" FIELD 15 NO HORIZONTAL JOINTS SHALL BE PLACED IN WALL-5 EXCEPT A5 NOTES: GYPSUM WALLBOARD 5d COOLERS 5d COOLERS T EDGE / 10" FIELD SHOWN ON THE DRAWINGS, WITHOUT THE APPROVAL OF THE 2. ALL 57VD LUMBER SHALL BE DOU6LA5 FIR LARCH 577)D GRADE, EN6/NEER. F5 = 675 P51, FV= q5 F51, E= 1,400,000 P5/, MAXIMUM PARTICLE BOARD PANELS ad 8d SEE MANUFAGNRER MOl5WRE CONTENT<1q%. ALL NEW DOORS SHALL BE INSTALLED WITH PAINT GRADE CASINGS BOTH SIDES, FINISHED TO MATCH DOOR5 I6. MAXIMUM LENGTHS OF FOUNDATION WALL POUR IN ONE OPERATION L O O R S H E A T H I N 6. 5HALL BE NO MORE THAN TWO CONSECUTIVE COLUMN DIM OR 60 3 ALL WOOD CON57RUGTION SHALL COMPLYWITH THE NATIONAL Bl-FOLD AND POCKET DOOR JAMBS SHALL BE GONST2!/G7ED OF*I PINE, OR FINGER JOINTED, PRE-PRIMED PINE, FINISHED TO MATCH FEET DE5/GN SPECIFICATION FOR WOOD CONSTRUCTION,LATE5T STRUCTURAL PANELS: EDITION STYLE AND FINISH OF ALL DOOR HARDWARE SHALL BE COORDINATED WITH OlNNC12 I' OR LESS 8d IOd 6" EDGE / 12" FIELD l7 ALL SLABS ON GRADE SHALL HAVE 7NICKENINGS, DEPRESS/ONS, GREATER THAN I" Od lad 6" EDGE/6" FIELD OPENINGS, ETC., AS REQUIRED OR A5 SHOhN HEREIN OR ON 4. ALL WOOD EXPOSED TO WEATHER SHALL BE 66A TREATED IN ARCHITECTURAL DRAWINGS. ACCORDANCE WITH AFRA STANDARDS. NA I L I N S NOTES PROVIDE 1-06KET5 IN WALL FOR COLUMN5,BEAM5 AND SLABS. 5. ALL WOOD CONNECTORS SHALL BE BY '9MP59N'; "TE60, OR _ lq. MINIMUM BEARING ON WALL5 OR BEAMS: 4"FOR 5LAB5 8"FOR APPROVED EQUAL. IM � I I NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" ON CENTER AT THE PANEL EDGE IF WALL BEAMS, UO.N. 5HEATHING 15 NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR GAPAGITIES,NAILING REQUIREMENTS C. MEMBERS DE56NATED A5 GANG LAM"OR "LAMINATED VENEER FOR 5TRU6NRAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH A5 SHEAR PLATES, SHALL BE USED 20. TOP ELEVATION OF 5LA65 SHALL VARY A6CORPING TO FINISH LUMBER"OR 1VL"5HALL BE MANUFACTURED IN ACCOROANGE TO MAINTAIN THE LOAD PATH FLOOR MATERIAL. 5EE ARCHITECTURAL DRAWINGS. WITH 5FE61Fl6AT1ON5 BY LOU15/ANA PACIFIC CORP NO ROOM NAME ROOM LIGHT (b%) VENT (4%) 2. WHEN WALL 5HEAT8NY 1NC 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE 2/. IN AAPPROVED CONSTRUCTION JOINT, PROVIDE 2'X 4"KEY SU55TITUTE5 SHALL BE PERMITTED WITHOUT THE ENGINEERS AREA PERMITTED TO BE REDUCED TO I - I6d PER FOOT.REMIN.AND 24 BAR DIAMETER LAP(l6"MIN)OF REINFORCING, APPROVAL. DE5/GN STRESSES ARE A5 FOLLOWS: FB = 2,950P51, REWIRED PROVIDED REQUIRED PROVIDED 3. GORRO51ON RE515TANT 11 GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE PERMITTED, CHECK TBG FOR ADDITIONAL FV=ROVAL, E= 2,000.0001-51REQUIREMENTS. EXCEPT FOR 5LA65 ON GRADE BEDROOM NO. I 119.32 4.55 I6.7B 4.77 7.054. ALL QUANTITIES ARE BASED ON 16" O6 SPAGING FOR RATERS, J015TS AND STUDS. 22 SLAB ON GRADE 5HALL BE POURED IN 5TR/P5. CONSTRUCTION OR 7 THE ARCHITECTSHALL PROVIDE CALCULATIONS TO THE BEDROOM NO. 2 2ll.l9 /b.q0 201 8.45 1172 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE CONTROL JOINTS SHALL HAVE A MAXINNM 5PACIM5 OF 30'-0"IN CONTRACTOR FOR VERIFICATION OF LOAD5 AND BEAM SIZES WITH ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. EITHER DIRECTION MAXIMUM AREA OF POUR SHALL BE 2700 50. MFR. PRIOR TO ORDERING AND MANUFAG7URE NOTIFY ARCHITECT OF 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE USED. ANY DI5GREPAN61E5, IN hRITING, SHOULD THERE BEA PROBLEM BEDROOM NO. 3 224.00 I Z92 16.06 8.q6 797 23. ALL WALL AND PIER FOOTINGS 5HALL BE MINIMUM l2" THICK SITTING ROOM 15761 1261 16.52 6.30 /156 AND PROJECT 6"MINIMUM BEYOND ALL FACES OF WALLS AND DRE55/NG 87.86 704 Z80 352 2.00 Fr5NON (SPEED TIC 4 SEOSRAPHIG DESIGN CRITERIA PIERS UNI OTHERWI5E N071D 24. GROUT USED SHALL BE NON-FERROUS NON-SHRINK GROUT BY IN- SEISMIC WINTER ICE 5HEILD PAKT AND SHALL ATTAIN A 5TRENGTH OF 4,000 PSI IN 7 DAY5 DESIGN SUBJECT TO DAMAGE BY UNDERLAY- FLOOD 25 ALL SLAB TEMPERATURE REINFORCEMENT TO BE FIBERMESH NOTE. ROOM5WILL HAVE BOTH ARTIFICIAL LIGHT AND MEGH VENTILATIONINADDITION TONATURALLl6HTAND VENTPROVIDED. WEATHER- FR05T LINE DESIGN MENT HAZZARDS CONCRETE REIAFORCEMENT AS MANUFACTURED BYFIBERMESH COCATEGORY TNG DEPTH TERMITE DECAY TEMP. REQUIRED OR APPROVED EQUAL. MIXING AND PLACEMENT SHALL BE IN WA PER MOD. TO SLIGHT TO A660RDAN6E YO MANUFACTURERS 5FE6IFICATIONSN07F ALL AREAS SHOWN ABOVE ARE IN SQUARE FEET R 301.2.2 SEVERE 3'-0" HEAVY MODERATE 114 YES N/A PROJECT TITLE. DATE NSA PROJECT x. emschick Silverman Architects P.c. y pED AgG,y If noe d0 W fp ADDITION,/' AND ALTERATIONJ TO: ,/EPT. 16, 2004 NJA 04-1041 _ �, cl 185 MORE L-A/VE SCALE. oaawlNo No. 735 Deerfoot Path, Cutchogue, New York 11935 - * o- PECOAC, NY 11958 A/ NOTED AAA Phone : 631-7-nem 7 Fax erma3 .com r No us�oea y DlsTmci secnoN. sLocic LOT. DRAWN BY: �_5 http://www.nemschicksilverman.com v F oh NES o FLOOR PLAN NORTH 000 86 01 RIDGE VENT OVER KEW REVERSE GABLE ROOF I FX15TlNG ROOF TO REMAIN CONTRACTOR TO HAVE ROOFING REPORT COMPLETED To DETERMINE CONDITION OF ROOF PRIOR TO AORK OOMNENGWG. VERIFY MANUFACTURER AND 5TYLE OF EXISTING ROOF TO DETERMINE IF REMOVE EXISTING WINDOW AND I ROOFING l5 AVAILABLE. PRO✓IDE IN SCOPE OFWORK SEPARATE LINE ITEM(ALLOWANCE) FO RE-ROOF ENrlRE PREPARE OPENING FOR NEIN WINDOW A5 i ROOF IF CURRENT ROOFING 15 UNAVAILABLE UHLE55 OWNER ELECTS TO UTILIZE 5EPARATE PRODUCT. INDICATED. 5TRIP 3TOIA6 OFF THI5 WALL A5 NECE55ARY TO GUT IN NEW DOOR AND REMOVE AND IN57ALL NEW WINDOW MATCH EXISTING 5/DIN5 OR PROVIDE NEW A5 PER OANER5 SELECTION OOZEALID ALUMINUM FLASHING AT - RG7F/WALL INTER5E6TION RIDGE VENT OVER NEW CA3LE ROOF I z TOPOPEX.G76RIL76E 30 YEAR A5PHALT SHINGLE ROOF A5 - PER OWNER5 5ELECTION OVER I5F \ ai BUILOER5 FRT OVER l2"GDX PLYWD. \ \I 5HFATHIN6 \ CONTRAL FOR TO PROTECT EX 57/N6 60NDIHO TOP OF RID6E _._._-_.-.--- --- --_ - _--.- - I2 —� r� �" BEYOND H#5 LINE 50 A5 NOT TO CAUSE LAMA ELE✓. + 15=6" - - ` i E \ TO AREA5 OF HCU5c THAT ARE TO REMAIN r \ IXb FA561A WRAPPED WITH ALUMINUM ` NEW 3x4"✓INY_51DIN6 TO MATCH _ \' \ : - — r EXl5TIN6 OR A5 FER OHYlJER5 10 \ AE OMMODATE 5 DING WORK Ll6HT FIX2RE 5ELELnON . NEW ALUMINUM 6UTTE-45 AND LEADER5 TO 5PLA5H BLOCKS AT — GRACE- TYPICAL KIR ALL TOP OF SELON➢FLOOR I rFLATE -- - rL OF PLATES__ _._._._._------------- -- -- - o - �y v ELEV %/cw sdFFIr WITH REvB EGABLE - ROOF/FASCIA TO SIDE I � �� VVFINC ANEEL5 FOR ENTIRE TING O. . 102 = VENTING PANE1V FOR ENTIRE _- LEN67HOFNCiNSOFFITs. VENnNG - - _ Q PANE15 TO HAVE INSECT 5CRE7NW9 EXI _ i4 EXl5TlNG EXTERIOR CELLARMEW DU RANEE TO REMAIN PROTECTDURINGINTAIN XTIONORE55 ANDCLEAN _ _ _ .... _ -AND MAINTAIN C-CRESS Ar ALL - nMEs.FIRST FLOOR > TOP OF GRADE(APPROX. - V.LF) 17 E✓ 22r LINE OF 2"RAT 5LAB 1N CRAWL 5PAOE I NEW 3' OOF RAILING TO MATCH STYLE I I AND MATERITERIALAL OF EXl5TIN6 DECK RAILING. I I I I I I O z I \-J' EXTEND TO NEW EXTERIOR WALL 0NEINFOIMDATION5ANDFOIOTINGSASPERDRAWINGS. 5TEPDOWNTOMEETEYl5TING FOOTING DEPTH — — — — — — — — — — NEW I2"VIA X 3b'DEEP 60ZRETE FOOTING eO7TOMOFFOOTIN6BII.OW 4X4 P/TWD P05T5 T05UFPORT NEWELEV. -6'-b"tI HEADER AND FLOOR FRAMING -REFER TO RELOCATE EXl5TIN6 DRYER VENT '� FOUNDATION PLAN FOR AODTL INFO AND H95E 3138 TO NEW EXTERIOR I .. j j 11 ------ -- - -I '--------- --- - WALL -60ORD.WITH OWNER I I � � F --- - 1 - -- ' - ' _ -- �' - -- ---- - II -- -- - -I - . - -. PROVIDE FLA5HIN6 AT WALL/DECK INTER5ELTION TO PREVENTWATER INFILTRATION TO FRAMING/CELLAR SEAL WITH CAULKING COMPOUND- TYPICAL AT 5IDE AND LEDGER BD. ALONG DOOR WALL ONOR7H (REAR) EL VA710N SCALE = I/=V"=1'-O" RID5E VENT OVER NEW REVER5E GABLE ROOF AND EX15TI16 MAIN GABLE CONCEALED LINEOF ROOF ALUMINUM FLASHING ALUMINUM VALLEY FLASHING AT ROOF l_ BEYOND INTERSECTIONS RIDGE VENT OVER NEW GABLE ROOF TOP OF R1D6E ._._._._._ _ ------- ._._._-_ -.-.-.--- 30 YEAR ASPHALT 5HIN6LE ROOF A5 PER OWNERS 5ELELTION OVER ISP B/ILDER5 FELT OVER I/2"GDX. PLYWD. TOP OF Rl➢6P SHEATHING _ --_ _ _-_._._-_-_ _._-_._.------- - _._ _ ------- ELEV. p 12 i� 2 IXC FASCIA ARAFFID WITH ALUMINUM \\ 710 LLU A01 3X-4' VINYL 5/DING TO MATCH �\ — EXI5TIN6 OR A5 PER OWNER5 5ELE6TION _ in NEW ALUMINUM 6VTIER5 AND D / i AID LEADERS TO 5PLA5H BLOGK5 AT r NEW ALUMINUM GUTTERS GRADE- TYPICAL FOR ALL \` �� LEADERS TO SPLASH BLOCKS AT - GRADE- TYPICAL FOR ALL TOP OF SECOND FLOOR -ECFV+ +- TOP OF.SECOND FLOOR _._-_ _._ _______-_.TOP OF PLATES v TOPOF.PLATES---- -'-"- -.-.-._-_.- --- -'- --_ -"-"- ---'- - - — — — _ — — — — — _ — — — — _ — _ - - - - _ _ y _ EXl5TIN6 EXTERIORWALL TO REMAIN CONCEALED 2 r _ _ B G 3'X3"CORNER PO575- TYPICAL m_ ALUMINUM FLA51-11146 AT ROOF/WALL r _ REMOVE EXl5TlNG ROOF,SOFFIT AND FA5CIA FOR ENTIRE - IttttNTppEIIrRrSppE���CTION o O WALL LENGTH PATCH AALL AS NECESSARY AND AROQF/WALL PREPARE EXl5TIN6 OVERHEAD EXl5TIN6 OVERHEAD EX T I.GT LRILKE7 . `p ,p FOR APPLICATION OF PEW EXTERIOR WALL ABOVE WITH ROOF. 6ARA6E DOOR TO GARA6E DOOR TO - AT ROO SHEATH INS'/LATE AND PROVIDE 5/DING TO MATCH OR A5 PER F24,60,PR07EOT FROJ'I._. REMAIN. PROTECT FROM.. INTERSECTION TO I6"X POR ANDATI IN VENT- TYP ORALIE -REFER TO PON OWNERS SELEO;ION DAMAGE DURING DAMAGE WRlN6 PROMOTE P05/nVE - - - PLAN FOR ADD'2 /NFO. ENSURE GRADE CLEARANCE OF AT ALTEPA TIONS- TYPICAL ALTERATIONS- TYPICAL WATER RUNOFF INFILTRATION 4/NGHES BELOW B/T VENT FOR PROTECTION OFV✓ATER INFILTRATION FOR TWO FOR TWO TOP OF FIP5T FLOOR _. .. _ TOP OF FIRST FLOOR I/NDERSIDE OF FIRST FLOOR.(0/515 TOP OF 6RADE T! 4 11 EXl5TIN6 EXTERIOR CELLAR ENTRANCE TO N LL 11 REMAIN. PROTECT DURING CONSTRUCTION m N - X > I_I ___ .. - - _... .__ -- _ . - - - w I AND GLEAN AND MAINTAIN EGRESS AT ALL I J o BOTTOM OF FOOTING FOOTING EV - ✓I.F. — J LIRE OF 2"RAT 51A5 IN LTiA,NL SPACE --- r J NEW FOUNDATIONS AND FOOTINGS _--__I. AS F'ER DRAWINGS. STEP DOWN TO (� � ) L X A-I0N - - - ---- MEET MEET EX15TIN6 FOOTING DEPTH c - RIDGE VENT- TYPICAL NEW 2x10 RIDGE BEAM PROVIDE P MIN. AIR 5PAGE WITH INSULATION BAFFLE AT CATHEDRAL CEILlN55 - TYP LINE OF WINDOW BEING l2", R-38 F.B. INSULATION IN -1015T BAYS 51MP50N L-70® /6"06 - TYR (2J I-�/i'X l6"L.VL. RIDGE BEAM REMOVED AND NEW 1N57ALLE9 - REFER TO FLOOR PLANS AND NEW 2XIO ROOF RAFTER5 AT 16"OC ELEVATION5 FOR ADDTL INFO 2X4 COLLAR TIE5 AT I6"OG ROOF CON5TRUG7/ON: LINE OF STORAGE ROOM DOOR ASPHALT ROOF 5HINGLE5 OVER 15#BUILDING / OFF HALLWAY- REFER TO FLOOR NEW PIP P05T5/HEADER BELOW NEW FELT OVER%2"GDX PLYWOOD 5HEATHAI PLANS FOR ADDTL INFO LOAD BEARING RIDGE-REFER TO OVER ROOF RAFTERS WITH R-30 HIGH FLOOR PLAN5 FOR SIZES AND LAYOUT DEN5ITY F.B. INSULATION BETVEEN AND EXISTING MAIN ROOF AND REVERSE FINISHEDWITH%2"GYP5'/MWALLBOARD, TAPFD, / CABTO LE AHOUSE5 5PA6KLED AND PAINTED A5 PER OWNERS REMAIN PROTECT AS NECESSARY NEW 2X6 6OLLAR NE5 AT I6"oC THRU 5ELE6TION DURING CONSTRUCTION NAILED TO RAFTER5 AND CLINCHED ON LINE OF REVERSE GABLE ROOF BEYOND / OFP051NG 5117E LINE OF HIP DORMER OVER PROVIDE INSULATION BAFFLE AND PAIR / BATHROOM WINDOW REFER TO I2 \ \ 5PAGE IN F1N15HED CATHEDRAL CEILIN65 ___ _ C FLOOR PLAN5 AND ELEVATIONS 10 3 12 FROM SOFFIT TO RIDGE VENT FOR ) FOR ADD'TL INFO. m n --_-- 6ONTIN0005 AIR FLOW — — TXB FA-561A AMC TRIM BOARD TO '- 12 r _ WRAPPED 1N ALUMINUM- TYPICAL +�', ✓lNYL SOFFITS WWII AL TERNATIN6 — — — /O VENT PANELS - TYPICAL EX15TING ROOF RAFTER5 TO REMAIN / iJ ^'I 6-1/4"HIGH DEN5ITY F.D. 1N5ULAT1ON SET TEMP SUPPORT RECONFIGURE A5 / BETP EEN ROOF RAFTER5 AT SLOPED \ / I ROOF AREAS NECESSARY TO ACCOMMODATE NEW I ROOF CONFIGURATION / HEN WINDOW5 AS PER FLOOR PLAN AND Fr-\ ELEVATIONS. SETWINDOW HERDER HEIGHT I FURNI5H AND IN57ALL NEW 3/4"APA // - i '�/ \ AT 6'-O"A.F.F \ RATED TCG PLYWOOD Fa/B FLOORING, / �9 "iG �y �� ; �� N POCKET DOOR �o \ GLUED ANO xREWED TO EX15TING FLOOR / '- i i 1 EXTERIOR WALL 6ON5TR06TION: J015T5 AS PER NAILING SCHEDULE / ONAS PER G OWNER5 5ELECTION OVER%'(R-3) 1L05 / c n OVER B7ILDINGWRAP0N�2"GDX PLYWOOD EEDIROOM STORAGE 5HEATHIN& OVER 2X4 WOOD 5 7U9 ® I6"OG o \ \ r-- - - - - _ 1 WITH(2)2X4 TOP PLATES AND 2x4 5OLE PLATEEX13TINC FLOOR JC. TORAGE \ EXISTING lNSU TSN TS TO / T 6, OVER IN APA RATED TNG PLYWOOD SUB \ _______ / 51, REMAIN / I \ � .I,I { FLGIORING OVER EXISTING FLOOR JOISTS. I i 3-112"(R-15)FB. INSULATION 5ET BETWEEN \ BETWEEN FLOOR J015T5 \ TO REMAIN / /_ / EXTERIOR WALL STUDS \ \ CONSTRUCT CRICKET OVER ROOF LINE FA56IA5 AT WALL INTER5ECTION. FLA5H LINE OF CEILING TRANSITION FROM FLAT WATER TIGHT- REFER TOE EXTERIOR ELEVATION5 FOR ADDITIONAL INFO FINISHED FLOORING AS PER OWNER R-38 F.B. INSULATION CEILING TO SLOPED CEILING(AT VALLEY RAFTER - TYPICAL I NEW GLO5ET Bl-FOLD DOOR5 - COOR9INAI7E �— 515TER IN NEW FLOOR JOISTS AT END CONDITION, HEIGHT AND CLEARANCE IN FIELD AFTER WHERE ROOF RAFTER5 WILL BE REMOVED TO ERECTION OF NEM ROOF FLAMING TO ENSURE ALLOW FOR NEW PLYWOOD SUBFLOORING TO BE PROPER CLEARANCES k' IN57ALLEO FI-05h. 5ET NEW RIM JOIST IN PLACE j ALONG ENTIRE PERIMETER AND SEGUPE FOR NEW C r C I I ,� WALL ERECTION TRIM ALL JO15T END5 A5 r A / BATHROOM ✓1'l TII AREA EXISTING BEARING WALL TO REMAIN. 5TR1P BATHROOM NEGE55ARYTOA65OMMODATEIJEWRIM J015T EXI�'lIl 6 BATHROOM EX15TIN6 HALLWAY EX15TIN5 GYP BD, 1NS'/LATE AND APPLY 6REENBOARD OR DURROGK WITHIN BATHROOM NEW WINDOW IN BATHROOM A5 PER FLOOR PLANS TO REMAIN TO REMAIN AND EXTERIOR EL NATIONS. PROVIDE 346"ACOU5TIC FB N50LAT/OV SOUND CONTROL AROUND ENTIRE BATHROOM` WALLS I I � EX15TING EXTERIORWALL TO REMAIN 5TR/P EXISTING GYP BD, RE-INSULATE AND APPLY 6REENDOARO OR DURR06K WITHIN BATHROOM I I P05T5 TO EXTEND DOWN TO FDN WALL BELOW- L TYPICAL FOR ALL NEW SUPPORT P053. REFER L TO FLOOR PLAN5 FOR ADD'TL INFO. EX15TIN6 CELLAR TO REMAIN EX15TING CELLAR TO REMAIN LLI SCALE = I/2"=I'-0" ..._.VW..� ......................_.....__..... ,............_.- ..._.......... PROJECT TITLE DATE, NSA PROJECT 60 Nemschick Silverman Architects P.C. �S��Po W.x qcti�m ADDITIO/I AND ALTERATION,/'TO: fEPT. 16, 2004 NfA 04-1041 T=I185fHORL LANE SCALE. ORnwWG No. 735 Deerfoot Path, Cutchogue, New York 11935 — r -'" .a PECONIC,NY 11958 Y" Af NOTED Phone : 631-734-7007 Fax : 631-734-7347 v, m� �z:,�a, y°cam DISTRICT SECTION BLOCKLOT DRAWN �_� http://www.nemschicksilverman.com F or Nay FLOOR PLAN NORTH 1000 86 01 418 / (1/Id/4'X I6"Lv1.RIDSE MI" 6• SIMPSON L-]O EACH SIDE ANCIAOR HOLT PLACE!-&NT DRA 1�G5RALi ® OF FALH RAPIER 2XIORR 611 NJIO OJ a Ib"OG. x .. CLIP. o ® ® /6' ® r55IMP;JNLONNELroR Ed/I-5/4'x 11-]/8'MILRCS SILL PLATE SEE PLAN I FOR 5/Ifv il'PICAL. LONG.£ivD.WALL Q v ill ® v DI m ® RID6E DETAIL FLOOR CONNECTION DETAIL RAPTE STOP PLATE CONNECTION DETAIL PLAN ® GOR ER-FD Simpson Strong—Tie CC046 Usa every other rail hole CUT hb[o�m�, "OV b" In a row to provide the LENGTH DRAIN55RALT code—required minimum o END BI-OL center—to—center t LENGTH Bspacing for natls 51MF`� hoi61W5cN L5TA-. RII� j _ We 16FRAMIMS 00 oEACH RAFTER 2x12 RID5E O iLFAMDA FCN CLEAR -SPAN 2 X lO a lb" FOR 51ZLL SEE HAN O FOR SIZE e SPAGINS n / END ' " . ' Provide minimum e. LENGTH end distance Equal number of specified nails Simpson Strong—Tie in each and Simpson Strang—Tie CS Coiled Strap ABA44 (ABA66 SIMILAR) RIDGE DETAIL LOAD PATH/FLOOR FRAMING DETAIL RAFTER TOP PLATE GONNEGTIOhI DETAIL PLAN � CORNER-FRAME PRO✓IDEWI.81E 5W•BACH TIE DOWN 5/4-P NL5TA �LiS SIHf AN HD2A 4I�X4SD 55 H-3iRMBIb'OC � AAGI#OR YRAFPED pjG B B DlkE1E 2X6 SILL PLATE 5w FSON n m ThRUIy1y yg"� `✓B"m THREADED ROD � 75 /PL�1 "AW ZOA3,LE X15T (4)TAY NAILS /4l Tod NAILS (2 HAIL5 /2 NAILS AGf a RiST lONE ��pLATET EACH FLAIF) DE ER.SIDEI SLB"m AAGHCR ALT 5/6"m ANLHOR WLT p i O.C.M5TORrhoe FJ s6'OL.�5T0Ry a'�a� iy 6451'.• 1 OL. 0 +: SIhAxT . -If Sl 5/B'm ANurAR HOLT P05T HA5E U2/O B 4'OL (IYb 5TORY Hotw - H5R.B l6" 6 6'06.(0`IF 5TORY hsi - Simpson Strong-Tie Simpson Strong—Tie HTT22 PORCH DECK/HOUSE CONNECTION DETAIL PORCH/DECK/JOIST G NNEGTION DETAIL FOUNDATION WALL/PLOOR FRAMING DETAIL ALTERNATE TIE DOWN DETAIL 0 5 4Ifi IARC 571RAPPIN6 / CONNEC,fiI0N IITALL ...,..._a...,... Ne moszo' � PROJECT TITLE DATE NSA PROJECT . mschick Silveran Architects P.C. rMa � d ADDITIONlAPiDALT RATIONJTO: fEPT. 16, 2004 NfA04-1041 Sao oN r� 18,5-fhORE LAVE SCALE: DRAWING NO. _ PC CO/ IG.NY 11958 735 Deerfoot Path, Cutchogue, New York 11935 m Af/VOTED /A\ O Phone : rfoot Path, Cu Fax ; w York 11347 .. y�mk2b M°"o�y DISTRICT SECTION DRAWN BY �\ —8http://www.nemschicksilverman.com Yxyabv aati' """"'1111000 8:]�BLOCKLOT* 4.18 1LTJ. FLOOR PLAN NORTH