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HomeMy WebLinkAbout40334-Z %4f F04 Town of Southold 6/5/2017 o y P.O.Box 1179 C* 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38975 Date: 5/26/2017 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 760 Oak St,Cutchogue SCTM#: 473889 Sec/Block/Lot: 136.4-39 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/30/2015 pursuant to which Building Permit No. 40334 dated 12/9/2015 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 WITH COVERED FRONT PORCH AND AN"AS BUILT"DECK TO AN EXISTING ONE FAMILY DWELLING, PER ZBA DECISION#6867, DATED 07-16-2015, AS APPLIED FOR The certificate is issued to Felix,William of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40334 08-16-2016 PLUMBERS CERTIFICATION DATED 05-26-2017 iam Felix 000 d Signature TOWN OF SOUTHOLD ��o coyer BUILDING DEPARTMENT TOWN CLERK'S OFFICE 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#: 40334 Date: 12/9/2015 Permission is hereby granted to: Felix, William 115 Fairview Rd Farmingdale, NY 11735 To: construct additions and alterations to an existing single family dwelling as applied for per ZBA, DEC and Trustee approvals. At premises located at: 760 Oak St,Cutchogue SCTM # 473889 Sec/Block/Lot# 136.-1-39 Pursuant to application dated 10/30/2015 and approved by the Building Inspector. To expire on 6/9/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $700.00 CO -ADDIT TO DWELLING $50.00 Total: $750.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. I 13o i Is New Construction: Old or Pre-existing Building: ✓ (check one) Location of Property: 0 A 51f?_et+- CAA 1Zt O&L2a House No. Street Hamlet Owner or Owners of Property: N1\1..1,1 Pon 'y/k V-CL-1 y Suffolk County Tax Map No 1000, Section `5(0 Block ( Lot © �j�' Subdivision Filed Map. Lot: Permit No. Q Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ App cant ignature pF SO(/��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CA P.O.Box 1179 roqer.riche rt(a-town.southoId.ny.us Southold,NY 11971-0959 lac.UNVI BUELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Felix Address: 760 Oak Street City: Cutchogue St: New York Zip: 11935 Building Permit#: 40334 Section- 136 Block: 1 Lot: 39 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Eagle Electrical License No: 41622-ME SITE DETAILS Office Use Only Residential X Indoor X Basement x Service Only Commerical Outdoor x 1st Floor x Pool New Renovation 2nd Floor X Hot Tub Addition x Survey Attic Garage INVENTORY Service 1 ph 200A Heat Duplec Recpt 22 Ceding Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 32 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks 24 Disconnect 200A Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 2- Exhaust Fans, 1- Paddle Fan, 4-ARC Fault Circuit Breakers Notes: Inspector Signature: Date: August 16, 2016 OOElectrical 81 Compliance Form.xls f V so SO Town Hall Annex g Telephone(631)765-1802 54375 Main Road "° Fax(631)765-9502 P.O.Box 11790 Southold,NY 11971-0959 UN BUILDING DEPARTMENT TOWN OF SOUTHOLD CJERTIFICATION Date: 5-ZZ -0 Building Permit No. Owner: - tel (Please print) Plumber: m U W` - �` (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of 3 UI , 20� E -rv--( �J ) Notary Public, SVA 'lCounty CONNIE D.BUNCH Notary Public,State of New York No.61 BUS185060 Qualified in Suffolk County Commission Expires April 14,2 G � TOWN OF SOUTHOLD BUILDING'DEPT: 765-1802 INSPECTION - [ FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION. [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CA7C7 REMARKS: f DATE / INSPECTOR cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I N'SPECTION FO HDATION I ST ROUGH- PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE . INSPECTOR faf s 0 cou TOWN OF SOUTHOLD BUILDING -DEPT. 765-1802 INSPECTION FOUNDATION IST ROUGH PLUMBING ,_1 NDATION 2ND INSULATION- FRAMING STRAPPING- FINAL *Aq rs FIREPLACE & FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE _ ,SZ� INSPECTOR- �7_14� tif So TOWN OF SOUTHOLD BUILDING- DEPT. ,' 765-1802 INSPECTION 7 I FOUNDATION-IST ROUGH PLUMBING =DATION 2ND INSULATION NG / STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOL CAULKING REP# RKS: JIV --3 lo or/ DATE INSPECTOR2!::� �o� opo �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] ,!VSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC L (FINAL) REMARKS: 6 m vwm y vt PrAciAAAs C, l� colt S y-Oki., C DATE 3/101 INSPECTOR r irnsf 30 �ycDUPfi`1,�`c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT * N ' [ ] FOUNDATION IST, [ ROUGW PLUMBING [ ] F DATION 2ND [ ] INSULATION [ ' FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIDE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: _ DATE r INSPECTOR i OF SOpr�,olo 703 -3 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1-ST 'p6UGH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING- REMARKS: _ cl DATE INSPECTOR ftif so Con TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , I FOUNDATION IST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ] CODE VIOLATION CAULKING REMARKS: DATE - INSPECTOR SOUlyolo `ycouN,v,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 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) REMARKS: DATE �� j� INSPECTO ` ISO �o� olo -- - - --- - -- - - - • aAg - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] Ipdi.ILATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: b Prop% 4ti e. Yb�l c C� �t1 DATE �'� l INSPECTOR u l� I d 41 �., C w _ � / '�,► � �/ � +LLA - - fX /:' E TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. os5 --z- Check Septic Form N.Y.S D.E.C. Trustees C.O.Application Flood Permit Examined 20 �� 1 Single&Separate Storm-Water Assessment Form OCT 3 0 2015 Contact: Approved 20 mfi•t \N l i_u P m L \V/a PR�L�x 3LDG DFP( Disapproved a/c T r ,; SOUTI LC OPa< ST -r 0GVE 01 ie Phone: 1(0— a,0 — 49?) Ct Expiration ,20_(_�— Building Inspector APPLICATION FOR BUILDING PERMIT Date l Q-,)y— , 206 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 Pen-nit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises V V I I � � �/C- Ee , J'X (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 ;.(: ;- ,;; -, : tHamJe i'.!`'r'_�+:4v�„VI'!�• t�4i-:,:ii It i�tic.t+,%i 11a�.w`s County Tax Map No. 1000 Section �?)►0 flock'''' -�(�';,�,` ' „ Lot _.... ,�.i.J:•F�/�i ...'9t i, }' . i{�.,,,mil;'....r+.. Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Additi Alteration Repair Removal Demolition Ot er ork (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,.if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address 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 >c' NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SvT� oV), ) `� _ - V 1 S�(" J-0O ,— being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contracto Qnt, orporate 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 of 20 TRACEY L. DWYER OWtANOTARY PUBLIC.STATE OF NEW YOBK Notary Publ' NO.01 DW6306900 rgnate of Applicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2M01101 dT F BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK W 1� PERMIT NO. 8663 DATE: AUGUST 19,2015 0 tA ISSUED TO: WILLIAM & IVA FELIX ro PROPERTY ADDRESS: 760 OAK STREET, CUTCHOGUE 141 SCTM# 1000-136-1-39 MW 4 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 19,2015,and in consideration of application fee in the sum of$250.00 paid by William&Iva Felix and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: M I Wetland Permit to construct a+/-25 x25 two-story addition onto the landward side of the existing dwelling; with the condition of the installation of gutters to leaders to drywells to contain roof runoff; and as depicted on the site plan prepared by Mark Anthony Munisteri Archtiect, received on December 1,2015, and stamped approved on December 3,2015. C lak IN WITNESS WHEREOF,the said Board of Trustees ereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Bo r as of this date. Q C= Go 41- P"', A. ®V so Michael J.Domino,President �® Town Hall Annex John M.Bredemeyer III,ice-President �® �® 54375 Route 25 P.O.Boa 1179 Charles J.Sanders w. Southold,New York 11971 Glenn Goldsmith ' �• Telephone(631)765-1892 A.Nicholas Krupski ��cQ� Fax(631)765-6641 9 BOARD OF TOWN TRUSTEES TOWN OF-SOUTHOLD CERTIFICATE OF COMPLIANCE # 1325C Date: Apri13, 2017 THIS CERTE IES that the construction of a+/-25'x25'two-story addition onto the landward side of the existing dwelling;with the condition of the installation of gutters to leaders to drywells to contain roof runoff; At 760 Oak Street,Cutchogue Suffolk County Tax Map#1000-136-1-39 Conforms to the application for a Trustees Permit heretofore,filed in this office Dated July 24,2015 pursuant to which Trustees Wetland Permit#8663 Dated August 19,2015,was issued and conforms-to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being-issued is for construction of a+/-25'x25'two-story addition onto the landward side of the existing dwelling,with the condition of the installation of gutters to leaders to dgHells to contain roof runoff. The certificate is issued to WILLIAM&IVA FELIX owners of the aforesaid property. Authorized Signature �J�� MAY z 4 2011 'i'�c'J��'i+ OV SO ® D NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02397 PEIIMIT Under the Environmental Conservation Law !JCL Permittee and Facility Information Permit Issued To: Facility: WILLIAM FELIX FELIX PROPERTY 115 FAIRVIEW RD 760 OAK STISCTM# 1000-136-1-39 FARMINGDALE,NY 11735 CUTCHOGUE,NY 11935 (516)420-0493 Facility Application Contact: GIANNI DESIGN I I OLD COW PATH MILLER PLACE,NY 11764 (631)473-2262 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: CUTCHOGUE Facility Principal Reference Point: NYTM-E: 712.644 NYTM-N: 4543.745 Latitude: 41'01'01.8" Longitude: 72°28'15.7" Authorized Activity: Remove existing concrete walk as shown on the attached survey prepared by John Gallacher, last revised 10/12/15, stamped "NYSDEC Approved" on 10/29/15. The portion of the property located landward of the 10 foot elevation contour,which exceeds ten feet above mean sea level in elevation, as shown on the approved survey,,is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661),no permit is required under the Tidal Wetlands Act to conduct' regulated activities landward of that contour. Permit authorizations Tidal Wetlands -Under Article 25 Permit 1D 1-4738-02397/00007 New Permit Effective Date: 10/29/2015 Expiration Date: 10/28/2020 Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Raw Facility DEC ID 1-4738-02397 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,,all applicable regulations, and all conditions included as part of this permit. Permit Administrator:ROGER EVANS, Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 Authorized Signature: Date /a/39 /2oir Distribution List GIANNI DESIGN Habitat- TW KEVIN A KISPERT Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Permit Attachments Site Plan 10/12/2015 NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by ohn Gallacher, last revised 10/12/15, stamped "NYSDEC Approved" on 10/29/15. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-02397 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 4. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 5. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas landward of the 10' elevation contour. 6. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 7. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks, mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 8. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 9. State May Order Removal or Alteration of Work if future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety,or welfare of the people of the State, or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC 1D 1-4738-02397 10. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed,the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 11. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 12. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation;or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted-site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION o Facility DEC 1D 1-4738-02397 3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority tomodify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 17, 2015 To: Nina Jordan for W &I Felix 11 Old Cow Path Miller Place, NY 11764 Please take notice that your application dated February 6, 2015 For a 2 story addition to an existing one family dwelling Location of property 760 Oak Street, Cutchogue,NY County Tax Map No. 1000—.Section 136 Block 1 Lot 39 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 8,933 sq. ft. lot, is not permitted pursuant to Article XXIII Section 280-124 which states; "This section is intended to provide minimum standards forrg anting of a building permit for the principal buildings of lots which are recognizedy the town under 280-9, are nonconforming &have not merged pursuant to 280-10." For lots less than 20,000 sq. ft.,the required side yard setback is 10'. The proposed construction indicates a side yard setback of 3.3'. Authorized Si ng ature FORM NO. 3 NOTICE OF DISAPPROVAL DATE: February 17, 2015 RENEWED: May 13, 2015 To: Nina Jordan for W &I Felix 11 Old Cow Path Miller Place, NY 11764 Please take notice that your application dated February 6, 2015 For a 2 story addition to an existing one family dwelling Location of property 760 Oak Street, Cutchogue,NY County Tax Map No. 1000—.Section 136 Block 1 Lot 39 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 8,933 sq. ft. lot, is not permitted pursuant to Article XXIII Section 280-124 which states; "This section is intended to provide minimum standards forrig of a building permit for the principal buildings of lots which are recognized by the town under 280-9, are nonconforming &have not merged pursuant to 280-10." s e an 20,000 sq. ft.,the required side yard setback is 10'. T e ro osed co t n m ates a side yard setback of 3.3'. Auth q ed S• t re BOARD MEMBERS �rjv soSouthold Town Hall Leslie Kanes Weisman,Chairperson 53095�°®�® 53095 Main Road • P.O.Box 1179 Eric Dantes Southold,NY 11971-0959 Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning 54375�a�o 54375 Main Road(at Youngs Avenue) Kenneth Schneider C®o (�� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631) 765-1809•Fax(631) 765-9064 FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JULY 16,2015 ZBA FILE 6867 NAME OF APPLICANT: William and Iva M. Felix PROPERTY LOCATION: 760 Oak Street(adj.to Eugene's Creek) Cutchogue,NY SCTM#1000-136-1-39 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk.County Department of Planning issued its reply dated June 19, 2015 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued his recommendation dated June 18, 2015. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is INCONSISTENT. However based on the conditions imposed herein and mitigation measures,the Zoning Board finds the proposed action CONSISTENT. I PROPERTY FACTS/DESCRIPTION: Subject Parcel is non-conforming with 8,933 sq. ft. located in the R40 Zone District. It consists of a two story frame home with a one and two story deck on the waterfront side of the dwelling. The parcel has 58.33 feet on Eugene's Creek to the east, 193.69 feet to the north, 163.64 feet to the south and 50 feet on Oak Street, a public road. This detail is shown on a survey indicating a parcel of 8,933 sq. ft. and produced by John Gallacher, land surveyor, dated August 27, 2009, updated March 20,2015. BASIS OF APPLICATION: Request for Variance under section 280-124, and the Building Inspector's May 13, 2015 Notice of Disapproval based upon an application for a building permit for a 2 story addition to an existing single family dwelling, at; less than the code required minimum side yard setback of 10 feet RELIEF REQUESTED: The applicant requests a variance to construct a two story addition to in the front yard of their home, with a single side yard of 3.3 feet where the code requires a10 foot minimum. ADDITIONAL INFORMATION: The tax map indicates that the neighborhood includes a total of 8 similar non- conforming improved parcels with varied depths on the west side of Eugene's Creek It was noted on the LWRP report and through ZBA research there is no CO for the rear deck. The applicant's agent stated they will obtain the Page 2 of 3—July 16,2015 Z13A#6867—Felix SM491000-IN-1-339 CO. Additionally, the agent was asked about the septic system. The function of the system is unknown. The applicant will have to comply with Town Code Chapter 215. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 2, 2015, at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)(b)(1). The grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties.The east side of Oak Street in Cutchogue consists of improved properties with varied lot sizes. The subject property is only 50' in width, but 193.69 feet in depth. This parcel is one of(8)parcels that has greater depth,while the remaining adjacent 8 parcels to the south have similar width but less depth. The agent for the applicant provided photos of other homes on Oak Street with similar non-conforming setbacks. 2. Town Law §267-b(3)(b)(2).The benefit sought by the applicant can be achieved by some method,feasible for the applicant to pursue, other than an area variance. The applicant's dwelling has an existing two story section on the seaward side of the property. The applicant could have located the proposed two story addition with a conforming side yard setback. However, it would greatly reduce the southern side yard, making emergency access to the rear of the dwelling impossible, and would result in an illogical floorplan, undesirable exterior appearance, and additional construction expenses. 3. Town Law &267-b(3)(b)(3). The variance granted herein for the side yard setback is mathematically substantial, representing 67%-reduction-of single side yard-requirements. However, the applicant proposes to maintain the existing non-conforming side yard setback and the subject property line is heavily planted with mature vegetation that screens the adjacent dwelling from view. 4. Town Law &267-b(3)(b)(4) No substantial evidence has been submitted to suggest that the variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 267-b(3)(b)(5) The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of constructing a new addition to their home, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Weisman (Chairperson), and duly carried, to GRANT, the variance as applied for, and shown on the survey by John Gallacher, Surveyor, dated August 27, 2009, updated March 20, 2015 and the Architectural drawings Plans A-1 throughA-4 by Mark Munisteri, Architect dated September 15, 2014 last revised 1-15 final plans. Subject to the following conditions; CONDITIONS: 1. Shall obtain a building permit for the"as built"rear deck, and Certificate of Occupancy as required by the Building Inspector. Page 3 of 3—July 16,2015 ZBA#6867—Felix SCTM#,1,000=1.36-1-39 2. Prior to the issuance of a building permit,the existing cesspool shall be verified as to location and inspected to determine if it is adequate and functioning to Suffolk County Department of Health regulations, pursuant to Town Code Chapter 215-22, Sewage and Sewage Disposal . 3.All indigenous trees and vegetation shall be retained to the greatest extent practicable. That the above conditions he written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman(Chairperson),Schneider,Homing,Dante, Goehringer.This Resolution was duly a t d(5-0). Leslie Kanes Weisman, Chairperson Approved for filing 7/40 /2015 Y Town]Fall Annex Tee 54375 Main Road 6311765 5 D j P.O.Box 1179 G ro er.richerE n.sout�io1�d.n .us Southold,NY 11971-0959 �� N ;AP13 -- a 2016 cOUI�N,� BUILDING DEPT. ; BUILDING DEPARTMENT TOWN OF SOUTH®LD TOWN®F SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION i REQUESTED BY: c ftcl i e- E l e c+(1 e a l C1 IrU Lc p Inc- ®ate: Company Name: bac - E��c list Ccs( t C- I Name: i License No.: 416 21 - Address: U' ( fi. Iv�-r��- l� !� �-(1 v►fi t.: j I ���S Phone No.: -°-d S- Ll ' 5c, - — e a l e eJ cj4f CCAryp 8, ma. p Co in JOBSITE INFORMATION: (*Indicates required information) i r *Address: 760 tial. Sdr-ee i- i C LJc n;Wei lU`f f 19 3- T *Cross Street: + Phone No.: 63 1- 445-47S6) Permit No.: q0 j l Tax,Map District: 9000 Section: - Block: Lot: - i *BRI& DESCRIPTION OF WORK(Please Print Clearly) i (Please Circle All That APpIy) *Is job read �®r inspection: '- ' y p ��E , NO Rough In Final j *Od you meed a Temp Certificate: yW - Temp Information{9_0e-.d fid} E *Service Size: C1 Phase-' 3Phase 100 950 200 300 350 400 Other - *ew Service: Re-connect Underground Number of Meters Chanae of ServicQ �c:C��n7r Mark A. Munisteri, R.A. 1563 Bellmore Avenue North Bellmore, N.Y. 11710 516-409-1900 Town of Southold March 23, 2016 Building Department 54375 Route 25 Southold, N.Y. 11971 Re: Felix Residence 760 (32) Oak Street, Cutchogue, NY To Whom It May Concern: This letter is to accompany an Amendment made on the Architectural Drawings to reflect`As Built' conditions at the above mentioned address, for which the construction has been issued a permit&is under construction. The revisions are as follows: - There is an additional bathroom on the first floor at the Master Bedroom - There is an additional bathroom on the second floor plan outside of the Loft area. G\c,IERIL®-1,o PN�HO/vy Z � Thank you, /VE\N PD ark A. Mu,n term___ w, APR 2016 BUILDING DEPT. TOWN OF SOUTHOLD Peconic Cesspool INC Main Road P.O. Box 487 Laurel, NY 11948 Phone (631) 727-0115 (631) 298-9658 cell 6315121-8932 March 14, 2017 Fella William 760 Oak str Cutchogue, NY 11935 This is certify that the above mentioned property has a 1 000 gal. Cement blocks and bricks cesspool, and 1 000 gal overflow cesspool. System in good working condition. Very truly yours PEYMaciorowski SPOOL inc MAY 2 4 2017 Les —president B DiNG DEPT. TOWN of SOUTHOLD Suffolk County License Number — 43857 - LW To Whom it May Concern; May 20,2017 1 have inspected the two cesspools at 760 Oak Street,Cutchogue, NY and find the system to be functional-and adequate. I have also verified that they are located as shown on the survey titled"Survey of Lots 32&33 Situate Cutchogue,Town of Southold,Suffolk County, New York"produced by John Gallacher,a Licensed Land Surveyor,surveyed August 27,2009 and revised May 9, 2017. og NEW r James C. Brown II, P.E. C , License No. 52412 q; Zu D M AY 2 4 2017 BUILDING DEPT. TOWN OF SOiTJTHOLD --,% TOWN OF SOUTHOLD 09OPERTY RFCORD CARD )61f7ci - 9 OWNER STREET /, VILLAGE DISTRICT SUB. LOT 0 ryl 8 e? FORMER OWNER j N E ACREAGE h- S W TYPE OF BUILDING RES,�/,�� SEAS. VL. FARM comm. I IND. I CB. misc. I Est. Mkt. Value LAND Po IMP. TOTAL DATE REMARKS (18,s - ell Pral 41 yrne k-, 63 J �2 AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER z- Form Acre Value Per Acre V? FRONTAGE ON R�gAD Tillable I BULKHEAD Tillable 2 Tillable 3 Woodland Swampland Brushland House Plot Total Al ",�x��� Firs`"•�# �� ���r ���* }�� �`S,h i j „�r-r". No Al � t y3� SURVEY OF LOTS 32 & 33 NOTE: ELEVATION OF FIRST FLOOR SITUATE — DO" CUTCHOGUE _ IS REFERENCED TO THE pjE1�CE TOWN OF SOUTHOLD _ VERTICAL DATUM OF 1929 Ar SUFFOLK COUNTY, NEW YORK MAP OF EUGENE HEIGHTS OWNED BY JACOB F. BOWERS FILED: OCTOBER 29, 1928 \1 AS MAP#856 0 20' 54" C3\ SCTM#_1000-,136_7.1-._39 � \he ,ac/ 5 AREA=X8;9 I33 sq ft \ / lot#34deck elf 0.21 acre concrete monument N82°0.1'10"E ,y/`em �9rr' 0.6's p.4's concrete found 0.4•south 1 \ p 3.s monument 193.69' of property comer r found concrete walk iia wood chain link fence elf ' , '•� 69.7' steps 0.7's V I 24.2i 10.3' �;;:;:'•'��•. 0o I 2 story frame I 30 X. j 0 v 0 roof over house I story Lo wood � E�ELp 0 brick' ry° deck c�^ a - p FIRST FLOOR deck Ji,V . . .'. . V ELEVATION-14.4' I o, `L/ l 41 brick ; :;;;::::;::;;:;:;: ::;:: patio_ 24.2' w 8.5 103' ���� �m0�. .'. .'.'. •• ••• ••' ••'••� . cellar I o - chimney `o • "'—'"' ______ / colt. �� flXed concreto� - dock • x I------ -------- walk E w ' --- 7 Lstone o .ramp0gr S° onary rambling post&wiro fence �y' chain link fE e : :o N4 N4 1 V.pipe found rebar$cap ✓ .. 0.4'south of property comer S82e01'10"W set 163.64' lot#31 J iauUT�bgYED KTEMMv OR IDOrt�Ox TO lla9 5 V�NEY YvunoxasErnw rme DF xEwronRsrreLnw x�6E.L OF EY90�S6EOSE4 eNulE�Ie�E��SIDEpEp Tp BE 1 sM4EWA�DRt ,�L� :U�,-ED _ ON xl9 BErUiF TOtRE nTIECOxP.vT!GWERI.+eExrµkExtY �r iizE'iHDviow�iu10Nna"�i°.awiE�Es o�Rci°Rr T"�iu�Tnwxs�,vs t TRIRSE(ryyLE TOSOPiR)xu MsllNnOxs OR SUtSFOUERT ' OMVERs UxOEROROWO VIRREs,WDPIXE LOGTroN9 sRE rNr JOHN GAIJ ACHER u4RtEE0 WEYExieu4llORBYeSURPACESIRVOTUREs LAND SURVEYOR ESRDEMON THE PRE40�FE�TTIE:1WE Ov 1�ME6RAY T= SET T WxEsSwx&bWR NEREOx FROM ME snx¢TgEs TO ixE PROPFAtt FORA 6PECPK PURPOSE s!n UBE THEREFORE ME NOr ORExOW tOONOE TRE EAFCTWN OF FEx[FS,RETURwD WµLy 59 FLORENCE DRXVE aF.xT-D.RP� DDR B.DRDRDR� ao� AL4NORWLLE,N.Y.11949 EPm;RD��.xDEERmGTR,xvL-DE,�.Dn�EE,�TEx�DR PwsfRlY 4 LDv, Us nFSFA�SEVE�'NRoR NONEAYaF0 sREPROnpEL iOt RBNiYflnRYG OmF.9K1�Or5TRUL91i9 SURVEYED: AUGUST 27, 2009 (631)874-0400 SURVEY OF LOTS 32 & 33 SITUATE-, NOTES: PROPOSED LOT COVERAGE: CUTCHOGUE--.. TOWN OF SOUTHOLD * THIS SURVEY REFLECTS PROPOSED CONDITIONS & * EXISTING HOUSE, 2ND STORY DECK: 718 SQ.FT. SUFFOLK COUNTY, NEW YORK EXISTING CONDITIONS APPARENTLY TO REMAIN ONLY. * OUTSIDE SHOWER: 20 SQ.FT. MAP OF EUGENE HEIGHTS * BUILDING ZONING DISTRICT: R-40. OWNED BY JACOB F.BOWERS * 2ND STORY STEPS-:A9 SQ.FT. FILED:OCTOBER 29,1928 * FIRST FLOOR ELEVATION IS REFERENCED TO 0 20' AS MAP#856 THE NAVD 1988 VERTICAL DATUM. * WOOD DECK: 202 SQ.FT. I RIVE * HOUSE IS IN FEMA FLOOD ZONE X. * PROPOSED ADDITION, R/O OPEN PORCH: 636 SQ.FT. SCTM# 1000-136 -1 -39 D * LOCATION OF CESSPOOL IS AS PER OWNER. ** TOTAL: 1,625 SQ.FT. AREA= 8,933 Sq.ft PIER aE 0.21 Acres. 1,625 SQ.FT. X 100 % = 18.2 % ■ =concrete monument found N 8,933 SQ.FT. O \oy 14b� LOT#34 =1 inch pipe found n? Oy\res ead w wood 2nd story mo0n4msnt N 82°01'10" E oy 0.3's U6`••s f0enes 0?-a cif a's 193.69 3.4' wood fence 3 3' concrete walk, 3.3 2nd lot chain link fence 44.7' — 25 0 24.2' wood stes 0 y's C, a 85' 10. m& V Proposed ewae rseMce ppo wood oCp�•�Fry� ° I steps existing f z 00 fro 2-sto►Y 2c� v+ / �• frame house I sto ro wood O proposed 0' frame addition "' ff.elv=13.4' de °i deck roo/over i f.e!v=13.4 LOT#33 open porch — I cesspool walk n W 10.3' �c� m,•a• v� proposed — 24.2' 0. chimney enVr showee LOT#32 I r�0V0 fixed dock 1amp TP walk wa/k �' floating by O I ppatioed w I —' —, a Clock p N I =�• �0 L_____---_j ?" stone&masonry rambling post&wire fence all chain link fence °� ���§VzzGAt z, rebar&cap co pipe S 82001'10" W - Se 163.64' , 0.4's _ LOT#31 Bldg Dept co py from ZBA uRwrRCR¢EoianRAna oRAWMONTJTE9 wpvEt ZBAI revrevved documents a A NOIATON OR EEOIION n®OF Nflv YORK ETATi UW WPEO OP TW CURVEYAVP Iqf EEAREIOn1E IANO EVT4Y00.9' MREDEFX 011ENE0.%ECEFAL 6R41N0I eE WR9DEREDTO EE Date: AVAl10 CER'OWRI.RIEFHOR[3RfIFIfiTOai MOGT9110iEON BH.IL RIM ORLY TO n¢PE0.5p!f011 NNOM TIE SUR.EY I9 MCPMEO A4D WIIA9eENAtF10TNfilIRGCW�ANr,00.ERNYERiKA4�NNCV _ Q��j p TRE IENOINO' M9i1NWN'�'OVARNIIEEHORCPATFIFITO�WME �"� �� @• .., ROf T�AVSF.RABlET0A00RpNALV16TITtlI10R50REtr86E0VENT Q�7c�E,1 OANERAUROEneaawoYleltlEe/JOPOIEIouTOREARE Iroi JO��ALL'F9C'ER OUMANfFFO,eASEnEMISARooRBUERM.ACE OfiWOiYR89 REmwev oa uxREwimEo.aE Rot mwuxrEeo u�EEss amiwir EViOFMORTIE PRE415EEATT&TIEi OFTE:EIANEY 1HEOiFEET LAND SURVEYOR yypYOpEYeF8R�«.ER�AMRETEa"IT«.'REE,RI,�TMEe>o"'E�R�ERIY 59 FLORENCE DRIVE �WfEtIDE�O TSO gI�pETUREERE��iEf�9.RETAMI�Yi W�Atl'� °°°LS°ATO9°W^�°^ s�° ^�° UPDATE: MARCH 20, 2015(proposed structures) MANORVILLE N.Y.11949 RoR�"meaen"ts"a�F e�ASEu�ERn�"�a"a'Rrscrw�rAr�sEe w�iNm SURVEYED:AUGUST 27, 2009 (631)-874-0400 RECORD ARE E�iowx ReReoR arur�caAEE av me wanwuErrte f REScheck Software Version 4.6.0 0 W E ` f:2f Compliance Certificate D ! II FEB -6 2015 Project FELIX RESIDENCE BLDG DEPT TONIN 5SHTHOLD Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 32 OAK STREET NINA GIANNI JORDAN MARK A. MUNISTERI CUTCHOGUE, NY 11 OLD COW PATH 1563 BELLMORE AVENUE MILLER PLACE, NY 11764 NORTH BELLMORE, NY 11710 631-473-2262 516-409-1900 om- Compliance- 20.7%Better Than Code Maximum UA: 213 Your UA: 169 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. 'E Envelope Assemblies Gross Area Cavity Cont. Glazing Assembly or R-Value R-Value or Door UA Perimeter U-Factor Ceiling 1: Cathedral Ceiling 660 30.0 0.0 0.034 22 Wall 1: Wood Frame, 16" o.c. 1,350 19.0 0.0 0.060 69 Window 1:Vinyl Frame:Triple Pane with Low-E 195 0.290 57 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 575 30.0 0.0 0.033 19 Floor 2:All-Wood Joist/Truss:Over Outside Air 62 30.0 0.0 0.033 2 Compliance Statement. The proposed building design described here SCD SjS t uilding plans,specifications, and other calculations submitted with the permit application.Theos€c3 b lu r Ing, ned to meet the 2010 New York Energy Conservation Construction Code requirements in REPVersion 4 a co ith the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Date ✓'����cp I_ICFNs,� N g4 � ;V ml nk f(?A Project Title: FELIX RESIDENCE Report date: 02/04/15 Data filename: C:\Documents and Settings\hina jordan\My Documents\REScheck\Felix.rck Page 1 of 1 SURVEY OF LOTS 32 & 33 Q KEY MAP N SITUATE 11N=500 FT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 0 20' � MAP OF EUGENE HEIGHTS SCTM# 1000-136-1 -39 OWNED BY JACOB F. BOWERS AREA= 8,933 Sq.tt FILED: OCTOBER 29, 1928 0.21 Acres. AS MAP # 856 ® =concrete monument found �) ® =1 inch pipe found j�( 41��P9 g NOTES: m�, m� * THIS SURVEY REFLECTS PROPOSED CONDITIONS& EXISTING CONDITIONS APPARENTLY TO REMAIN ONLY. m �a x r, * BUILDING ZONING DISTRICT: R-40. * ELEVATIONS&CONTOUR LINES ARE REFERENCED TO THE NGVD 1929 VERTICAL DATUM. * HOUSE IS IN FEMA FLOOD ZONE X. * LOCATION OF CESSPOOL IS AS PER OWNER. PROPOSED LOT COVERAGE: * EXISTING HOUSE,2ND STORY DECK:718 SQ.FT. " OUTSIDE SHOWER:20 SQ.FT. -PIERCE V L * 2ND STORY STEPS:49 SQ.FT. N " WOOD DECK:202 SQ.FT. o \°" '° LOT#34 wood* PROPOSED ADDITION, R/O OPEN PORCH:636 SQ.FT. N N 82°01'10" E��o " 0.3 s f� o" os k df 193.69' 0-4's **TOTAL: 1,625 SQ.FT. x _ _ �242 k-/"'' s 3 2„da, n ink fence O / 44.7' / > 0.7 s V " rseivice Noe �a 25.0 L 8 5' 10. wood 1.625 SQ.FT. x 100% = 18.2% exist ng S` f� ' p fi �ietlouse story .) deckdeck / / +�xl m ro'o�/ 8 933 SQ.FT. o /ra e a dfion N 2 story , / �� 6� co,� gti t,��• `J O lroPo y n f f etv=14.4' 1 / 1 m o / roof over ff.elv=14.4' f / \ e�'t o, m LOT If 33 oleo Porch I Z11. nr � — P1OP°�_ � walk � � 242' w 10.3 _. -r - - I ct mney �I., ShOW� / LOT#32 fixed dock pnopo-ed I._. �/ 0 ram IP N I- - - A l I ,,, _ —. / rr=='�l mating dbck Paib N\\ I \ / / i e ;� y m v :v \ L-------- 114_ l2 stone& . rambling post&wire fence wal sham Bok fence O� rebar t cap �` ` [\1 opo es S 82°01'10" W 163.64' J LOT#31 � fC 'S, UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF NEW YORK STATE LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS' INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID COPY.GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES �=,d �"►` >+�' mss... e�'o OF THE LENDING INSTITUION GUARANTEES OR CERTIFICATIONS ARE NOT TRANSERABLE TO ADDITIONAL INSTffUT10NS OR SUBSEQUENT OWNERS.UNDERGROUND UTILITIES AND POLE LOCATIONS ARE NOT GUARANTEED.EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF THE SURVEY_THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY J O N GALLACH ER LINES ARE FOR A SPECIFIC PURPOSE AND USE_THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS, UPDATE: SEPTEMBER 16, 2015 (ngvd 1929 datum) LAND SURVEYOR POOLS,PATIOS,PLANTING AREAS,ADDITIONS TO BUILDINGS AND OTHER NON-EXISTENCE OF EASEMENTSORCONTRUCTION.NO CERTIFICATION�RIGHTS-OF-WAY" A�ICT� THIS UPDATE: AUGUST 14, 2015 (contour lines, key map) 59 FLORENCE DRIVE PROPERTY.THE LOCATIONS OF EASEMENTS OR RIGHTS-OF-WAYOFUPDATE: MARCH 20 2015 (proposed structures) MANORVILLE N.Y. 11949 RECORD ARE SHOWN HEREON ONLY IF COPIES OF THE INSTRUMENTS ARE PROVIDED TO THE SURVERYOR. SURVEYED: AUGUST 27, 2009 p (631) -874 -0400 x SURVEY OF LOTS 32 & 33 O� KEY MAP N SITUATE �y 11N=500 Fr CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 0 20' MAP OF EUGENE HEIGHTS SCTM# 1000-136-1 -39 OWNED BY JACOB F. BOWERS AREA= 8,933 Sq.ft FILED: OCTOBER 29, 1928 0.21 Acres. AS MAP # 856 ■ =concrete monument found ® =1 inch pipe found NOTES: Q y * THIS SURVEY REFLECTS PROPOSED CONDITIONS& N EXISTING CONDITIONS APPARENTLY TO REMAIN ONLY. tt� mm * BUILDING ZONING DISTRICT: R-40. * ELEVATIONS&CONTOUR LINES ARE REFERENCED TO THE NGVD 1929 VERTICAL DATUM. * HOUSE IS IN FEMA FLOOD ZONE X. * LOCATION OF CESSPOOLS ARE AS PER OWNER. PROPOSED LOT COVERAGE: " EXISTING HOUSE,2ND STORY DECK: 718 SQ.FT. DRI * OUTSIDE SHOWER:20 SQ.FT. PIER(J * 2ND STORY STEPS:49 SQ.FT. N " WOOD DECK:202 SQ.FT. o \°y�°b�o LOT#34 V Oyu%j•m Byr PROPOSED ADDITION, RIO OPEN PORCH: 636 SQ.FT. N N 82001'10" E�o�" "°«i ce wd 2n k df 193.69' monument y 0.3's f hoe fe 's 0.6's 0.4's .4's R _ ** 44.7 3.4' wood fence concrete walk 3.3 2nd $tems chain fink fence TOTAL: 1,625 SQ.FT. — �a o - 24.2" ti s , i 1 0 a 1,625 SQ.FT. x 100% = 18.2 % " exisi�ing = . pp proposed 2:story 2nd step 6 3 m `� 4��• 8,933 SQ.FT. /�stq�' frame house story m � p� �•r ' p 0' frameaddition f. elv=.14.4' dam` Z. cede // ��� 1A -11b _ e�Jo,•�c / r ofover f f.eiv=14.4 LOT#33 open porch ' / am0 want _f 124.2' w 10.3' v�11 m 1, 1^ - — chimney cellar sWlro�wdeer n LOT#32 / / fixed dogr � I CJI I --rpmPosed_ I — -- =',o /tD � � ramp 0 I N p-posed _wa/k / floating d ock C I N parvo I �t + .xl' y m / \ � \-114_ rig pow&wire fence�2 �v stone&rill chain Nnk fence \ _ rillP o • n) 1 rebar&cap r Y ploe S 82001'10" W set 163.64' J OA's LOT#31 � o d MAY242017 BUILDING DEFT. TOWN OF SOUTHOLD .'`s OF Ike � oNN t UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY r e ,A IS A VIOLATION OF SECTION 7209 OF NEW YORK STATE LAW y COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS' 'j w t INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID COPY.GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY Q AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES �$J� OF THE LENDING INSTITUION GUARANTEES OR CERTIFICA71NS AREIV ttq �v` NOT TRANSERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT 0.J OWNERS.UNDERGROUND UTILITIES AND POLE LOCATIONS ARE NOT GUARANTEED.EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF THE SURVEY.THE DIMENSION SHOWN HEREON FROMTHESTRUCTURES TOTHE PROPERrr REVISED: MAY 9, 2017 (cesspools) JOHN GALLACHER LINES ARE FOR A SPECIFIC PURPOSE AND USE.THEREFORE ARE NOT UPDATE: OCTOBER 12, 2015 (cone walk) INTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS, LAND SURVEYOR POOLS,PATIOS,PLANTING AREAS,ADDITIONS TO BUILDINGS AND OTHER UPDATE: SEPTEMBER 16, 2015 (ngvd 1929 datum) NON-EXISTENCE OFEASEMENO ATION IS NTSORRIGHTS-OF--WAY AFFECTINGE AS TO THEITHIS UPDATE: AUGUST 14, 2015 (contour lines, key map)STENCE OR 59 FLORENCE DRIVE PROPERTY.THE LOCATIONS OF EASEMENTS OR RIGHTS-OF-WAY OF UPDATE: MARCH 20, 2015 (proposed structures) MANORVILLE N.Y. 11949 RECORD ARE SHOWN HEREON ONLY IF COPIES OF THE INSTRUMENTS ARE PROVIDED TO THE SURVERYOR. SURVEYED: AUGUST 27, 2009 (631) -874 -0400 * - • - art-. x GLA55 WINDOWS AND DOORS GENERAL..CONDITIONS REVISIONS: ALL GLASS 15 TO BE INSULATED L:OW-E A5 MANIFACTURED BY ANDERSEN OR APPROVED EQUAL UNLE55 OTHERWISE INDICATED.ALL WINDOWS UNZ55 OTHERWISE NOTED.GENERAL CONDITIONS OF THE CONTRACT FOR C0N5TRUGTION,AIA DOCUMENT 201 SHALL APPLY.HEAT AND POWER NG 1.15 FINAL PLANS SHALL BE GLAD WITH FINISH GLASS.5UBCONTRACTOR SHALL NOT INSTALL GLASS UNTIL PROPER CLEARANCES ARE PROVIDED:'ALL SLIDIN5 DURING CONSTRUCTION SHALL BE PAID FOR BY'THE OWNER.THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY.SUBSTITUTION SHALL ~"T GLASS DOORS,ROOF WINDOWS,SKYLIGHTS,GLASS WITH A SILL LESS THAN Ib"ABOVE FIN15HED FLOOR,GLASS NEXT TO A DOORWAY AND/01R.AS NOT BE MADE WITHMT I^RITTEN AUTHORIZATION BY THE ARCHITECT.THE PREMISES 5HALL.BE KEPT REA500BLY CLEAN AT ALL TIM,,AT I1-E REQUIRED BY GORE,SHALL BE INSULATED TEMPERED GLASS.ALL GLASS DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT ACCORDANCE COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL WA5TE MATERIALS,TOOLS,RUBBISH,ETC...CLEAN ALL GLASS AND LEAVE WOK WITH THE MANUFACTURERS SPECIFICATIONS.ALL WINDOW5 ARE TO BE CAULKED AND SEALED A5 PER NYS ENERGY CONSERVATION CODE BROOM GLEAN VNLE55 OTHERWI5E SPECIFIED.THE CONTRACTOR SHALL CARRY WORKMAN'S GOMPEN5A11ON AND GENERAL LIABILITY IWAFAXE. REQUIREMENT'S.PROVIDE FLASHING PANS UNDER ALL SLIDERS,DOORS AND WINDOWS WITHIN 6"OF AN EXTERIOR SURFAGE..ALL'EXTCRIOR DOORS ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES.THE CONTRACTOR SHALL FULLY GUARANTEE HIS IRK AND TIS ARE TO BE FULLY HEATHER-STRIPPED,PROVIDE ALL SCREENS AND HARDWARE A5 REQUIRED.ALL 6LA5515 TO BE FREE OF SGRAT0M AND WORK OF HIS 5(B-0ONTRACTOR FOR A PERIOD OF AT LEAST ONE YEAR ASR COMPLETION OF.1TE PROJECT UNLESS OTHEPA15E 5PECIFIED.1'AI.L IMPERFECTIONS AM GUARANTEED BY THE MANUFAOR A PERIOD OF ND LESS THAN 5 YEARS, r •WO R K SHALL'INIDEMNIFY AND HOLD HARMLESS T1i1:ONNEIRi,ARCHITECT AND THEIR AG{~TdTS AND EMPLOYEES FROM AND AGAINST ALL GLAm CONCRETE DAMAGES,LOSES AND EXPEN5E5,INCLUDING ATTORNEYS FEES AR151NG OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK PROAVED THAT ANY SUCH CLAIM DAMAGE LOSS OR EXPENSE NO CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURE5 OF 40 DEGREES F.AND FALLING.NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES.NO ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PLRMI5510N OF THE ARCHITECT.ALL GONICRETE 15 TO.BE MIN.2500 (A) 15 ATTRIBUTABLE TO BODILY INJW,SICKNESS,DISEASE OR DEATH OR TO INJURY TO OR DESTRUG1ON OF TANGIBLE PROPERTY(OTHER THAN THE WORK ITSEI..F) INCLUDING THE L055 OF USE REG.�,ILTING�M. P5.1 AT 2b DAYS(EXGE'T.WHERE NOTED OTHERWISE).PROVIDE ALL SLEEVES AND FOUNDATION VENTS AS REQUIRED BY NYS CODE,UNLESS / z 1 INDICATED OTHERWISE.ALL FOUNDATION F0011N65 ARE TO BE MIN.b"DEEP PROJECTING 4'ON EACH SIDE OF THE FOUNDATION,WALL.PROVIDE x)15 CAUSED IN H40LE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE CONTRACTOR,ANY SUBCONTRACTOR,ANYONE DIRECTLY OR y:y S TWO#4 DEFORMED BARS CONTINUOUS IN THE FOOTING AND A CONTINUOUS 2X4 KEY BETW�EN THE FOOTING AND FOUNDATION WALL.ALL 4'THICK INDIRECTLY EMPLOYED BY ANY OF THEM,OR ANYONE FOR CONCRETE SLAB TO HAVE 6X6 HI.6*1.b WWF REINFORCING.ANCHOR BOLTS IN CONCRETE SHALL BE HOOKED 1/2"X 12'o MAX'6''.O.G.PROVIDE HHKSE:ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF I�"lr_ HER OR NOT IT 15 CAUSED IN PART BY A PARTY INDEMNIFIED HERWEIR 4� 00 � BITUMEN EXPANSION JOINTS BETWEEN NA35 AND FOUNDATION WALLS. ALL MATERIALS,CIES,AND.METHODS OF CON5714TION INCLUDING BUT NOT,LIMITED TO FORM-WORK,.BLOCK-HORK,FRAMING,NAILI , G1 M PLACING OF CONCRETE,ETC.ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THAT THEY ARE IN ACCORDANCE WITH,IrE SSS,o C. OHO CONCRETE DRAWINGS,SPECIFICATIONS,APPLICABLE CODES AND GOOD PRACTICE.DEVIATIONS FROM THE DRAWING5,AND SPECIFICATIONS':NIL L NOT BE!ti PERMITTED W1TTM WITTEN AIMMIZA11ON OF THE ARCHITECT.THE CONTRACTOR SHALL,SE RESPONSIBLE FOR SHOP DRAWIN55 HIGH MA's BE ALL CONCRETE BLOCK 15 TO HAVE M-0-WALL'REINFORCING EVERY THIRD COHSE.FILL TOP COURSE=SOLID.MORTAR MIX TO bE ONE PART � PORTLAND GEMENT,ONE PART LIME PUTTY,AND SIX PARTS SAND,OR,ONE PART MASONRY CEMENT AND THREE PARTS SAND. _ .ALL DIMENSIONS AND CONDITIONS ARE TO BE,FIELD VERIFIED. 1 M INSULATION ':-iT ' �, _ . � � • � � � .1 NOTES: ALL EXTERIOR WALLS AND ROOFS SFIALI. INSULATED WITH FOIL FAG®FIBERG1A55 BATT INSULATED 5Y JOHN15 MANYIL LE R APPROVED MOILER ROOM ENCLOSURE S EQUAL FOIL TO BE PLACED TOWARDS WARM SIDE.Mf5E ARE MINIMUM THICKNE55): "i` + 1. THE GENERAL;.GONIRAGTORIMM IS RESPONSIBLE WALLS 5142"R-13 CEILING OF ENTIRE BOILER ROOM/ARI=A RFOIIRE)TO BE .� ' - TO OBTAIN A PRELIMINARY STAKEOUT SURVEY �Y FIRE RE-TARDED. INDICATING ALL LOT DIMEN51ON5,SETBACKS AN10 CEILING, b R-Iq GRADE ELEVATION PRIOR TO THE GOMMENGEMEdT OF NOTE:APPROVED METHOD OF FIRE RETARDING ARE THE FLOORS b'R iq ANY WORK AND SHALL NOTIFY THE ARCHITECT IN FOLLOWING; .. :. EXIST.WALLS 3 I/2" . WRITING OF ANY DISCREPANCIES BETI^EImN THE (A)0'PLASTER BOARDS COVERED W1T'H WA.METAL SURVEY ANIS THESE PLANS. (B)METAL°LATH AND 3/4"CEMENT'OR 1''GYPSUM ELECTRICAL 2. TT E CONTRAGTOR(5)SHALL BE RESPONSIBLE FOR ANY AND MORTAR ' zi M (G)ROCK LATH AND 314'GYPSUM MORTAR. =' `r' ALL WORK SHALL COWL.Y WITH THE NATIONAL.E.EGTRICAL CAME AND ALL 5TATE,LOCAL,AND UTILITY COMPANY CODES AN7'.WVJLATIONS.ALL ALL HORK TO BE PERFORMED AND GOMPt:ETED 1N A MINIMUM OF ib'CLEARANCE REQUIRED E�N BOILER + „ ":' CONFORMANCE WITH THE AND ENCLOSING WALLS.DOOR TO BOILER ROOM TO BE ONE CIRCUIT SHALL MINIMUM 15 AMI'.POWER WIRING SHALL BE MINIMUM l4AW6.GONVENIENGE OUTLETS SHALL'BE L:CGATED I2 AB01+'E FINISHED RF.QUIREIMENTS d OF THE LATEST (1)HOUR TEST FIREPROOF SELF-GL05fNI6 A5 PER BOARD OF , q & FLOOR UNLESS GrT4iERWfSE INDICATED.ALL 5WITGHES TO BE LOG_ATED 36"ABOVE FINISHED FLOOR,UNLESS'OTHEMSE INDICATED.'iSUPPLY EDITION t ANENDMENTS.OF NYC,BUILDING CODE STANDARDS AND APPEALS APPROVAL.ELECTRIC TO RECOMMENDED LAMPS IN ALL FIXTURES. (5),LOCAL LAWS,ORDINLANCES AND AGENCIES BE PROVIDED WITHIN BOILER ROOM.OIL REMOTE ETC.HAVING JJNWICTION EOR THE PROJECT' CONTROL SWITCH M15T BE LOCATE)OUTSIDE.BOILER ROOM. =� � A GK .: SWAM HEREIN. N0 STORAGE PERMITTED W1THfN BOILER ROOM. O FRAMING AND ROUGH GARP _ Iqb 3,THESE PLANS COMPLY WITH THE:5EI5M°C CODE EK F ° ` J015TS RAFTER5 AND STUDS SHALL BE 7%GON5TRXTION GRADE DOUGLAS FIR 1350 PSI,25%C WON DOUGLAS FIR 1200 P51:ALL HOOD MECH.NOTE: RE-QUIREhENTS OF LL MS.CONTRACTOR To VERIFY AND '-STM. 51115 AND WOOD IN CONTACT WITH MASONRY SHALL BE CGA TREATED.ALL EXTERIOR%EATHIN6 SHALL,BE,,,VT COX DOUSLAS f A PLYWOOD FOLLOW ALL`REQWRISMENTS OF LL I7/g5,ANY DISGREOANcim PROVIDE MIN.CLEARANCE OF NAILED 6D 0 12"O.G.AT EDGES,6D a b"D.G.AT INTERMEDIATE BLOCKING POINTS.5UB-FLA0R5 To I 3/4'-GDX Pi YWOOD NAILED 8D a 6'OL. AND/0R OH551M ARE To BE BROUGHT.TO THE EQUIPMENT AS PER R5-14-15: 1.4' 1.3' .Rei'.KU �) ARGHITEGTO&INIERS'ATTE'<TION MIN.Ib"FRONT,6"SIDES 4 6'REAR r-- EXIIRIOR SHEATHCN6 TO BE COVERED NTH"TYVEK"HOUSE WRAP OR APPROVES?EQUAL.ALL NAILS,0XT5,ROM,5TRAP5,J015T NAN6ER5,AND �" 33' EXIST. OTHER FRAMING,HARDWARE TO BE HOT-DIPPED 6ALVANIZm.DOUBLE UP JOISTS AROUND ALL OPENIN6SAND'I:lNDER PARTITIONS.,tLOCK STUD ' 2-5TM. WALL.5 AT 1/2 STORY HEIGHTS AND AT ALL UNSUPPORTED EDGES OF PLYw00D.ALL GAP PLATES TD BE„DOUBLED AND NAILED IOD ib”O.C. i~ RE510. G, - LUSH TABLE —� NAI:_IN„ �C I....I-4,� }I_t NAIL BOTTOM GAP PLATE TO END OF STLD5-2/16D,LAP GAP PLATES AT CORNERS.TOE NAIL JOISTS TO CAP OR BEAM WITH 2/I6D;,YVI�RE F FRAMING OCCURS,USE MIN. 166A.SHAT METAL J015T HANGERS BY 1%0'OR APPROVED EQUAL.ALL CORNERS TO BE MINIMUM I2X4:15Tws D ��' 3.1' GI::L�.l�,i.: ELEMENT NJJ,.iE2 Af�� D'sa"R:..,t;.��hv la ;„ �;•>�' �' v NAILED 160 0,24'OL.ALONG THREE FACES.HEADERS SHALL BE MINIMUM 2/2X6 UNLESS NOTED ON PLANS.MINIMUM BEA JOIST -' r " Rlt�FOR S1UD5, AND BEAMS SHALL. 3 I T.1 r.A 1_ - /2.USE DOUBLE JACK STUDS FOR HEADERS OVER FIVE FEET IN LENGTH. , STUD T,; SOL 'i A- O 'I"1�:f - AREA 0� p 8t P r � , 05 s s,� �� T!? :•:5', �f... t�'' h :a 11 ._. .�i � 4�'_ .. ROP � b ,,'C STUD I\; \,A�' P,..A F e'+ f, FEU -'.J^:L 16.. ^ 2-STY. >' x` , `�' ►--� c y IOU F STI^S ;'^\1m011hq p"R lied (;r` 0,C OR 1ot, Z,.,,fl.C. �"�: h i - ' 'mPr�•rWtilll' r 2 CTII�iti :x t — p, •ADDITION r$ , W SHUT-OFF VALVE ''f,T'AL COR �, .,ct1 c RE 'r1 . 4 3"'r: C CONTRACTOR SHALL INSTALL HATER SUPPLY AND SANITARY SYSTEM A5 INDICATED.PROVIDE HOT AND GOLD.- - SO� F'_""+TC 'D 0 C R E: K' r.� C ,1„ 0`'f\ d r- L. r n` `• / ,�j`r Q FIXTURES.ALL HATER PIPING TO PITCH BACK TO.HOT WATER HEATER WASTE PIPING TD HAVE GLIEANOUTS AT ALL CHANGES C?F.DIPWTION AND _ 33 ', �n 213 O .,. W . •'',I� E' f- � ��.' ;r�.-(:'-iii; �.d 2''•r .,..,. ' - AT BAT OF VERTICAL WA5TE5.USI=4',GA5T_IRON�FOUNDAT1C1�i WALLrI�TGHm NEIN::L/b•.Paz�oDT.b'TRAI'J?�ASTE 5iz1r5: OR FIXTURES - AREA 01• - § m„ C r x t' FI-A7• i_?:'�J l,''✓`''.•'i�i r "�i F< 1. Y`- .. ........................_,.......,,_.._ I r CD SHALL A5 FOL10W5: ,,. PROPOSED - u u' - , :.. RIF>r_'lOry `T..R `; :.,. �, �•r,= 4•=r ;�_� 1 DISHWASHER I l/2" U�It C�+`-F . = '' 2ND. FLOOR 1 R' S" f' ' `-?•.�H ,:^U'"�+ , ri KITCHEN SINK 14" OVER STOOP �..i _ LAVATORY 11/4' �' LU K I'\. r - - SHOWER 2 .. .. ,. \ T� ri .,.,,, . ..P: I,._-P;:,L TOILET 3" F.. . ,- ALL SYSTEMS TO HAVE ONE 5"MAIN VENT STACK INCREASED TO 4"THROUGH THE ROOF.PROVIDE FR05T=PROOF H05E-5155 AS INDICATED ON Fi.C,:;IR ,;; T S T ' ;' `" :'''"C: . )T -( < ; FOR ;r, ST TC Si _ :,`r '.;C �..,_N t:'",'Ci. L ? r � o PLAN5 WITH EASILY ACGE551BLE DRAIN-GOGK5.THE WATER SUPPLY AND 5DW5E DISP05AL SYSM/6 5HAL.L:COMPLY TO THE APPLICABLE r _ ^^ 1' . h,`� i r,' �, COUNTY DEPARTMENT OF HEALTH STANDARDS AND REGULATIONS. C'v., J`.. .,. Ti, Jr,, .,T ,.A A P.:t; E: _ ,^` `" APPROVAL OF ALL PLUMBING MUST aT BE OBTAINED 1 APPROPRIATE LOCAL L E( GFR S'"R i N ;T 230.12' z ( h :+ AUTHORITTE5 PRIOR TO CONGEALMENT.PRIOR TO ORDERING,CONTRACTOR SHALL CUTS OF FIXTURES FOR OY�APPROVAL.'IN TriE EVENT THE r'E i L i N C' J(:. S 1 S 0 h'!A 1: . ":'r' , A i CitiNU Ji\'ST O rUr ,( ;A:TC.i 1 I% _�` ' f J ~ 8 50 O � r: OWNER CHANGES THE GONTRAGTDR SHALL GRE"pIT THE OWNEt FOR THE FULL SUBGONTRAGTORS G05T FOR THE GHANI6ED IAd1T. .,; � '� �v�,Y � :'.;r. CRS._ `� /�-� �i W na\^ r^ "ry. n: 70.00 ASPHALT ROOF SHIN61E5 CEILING JOIST. (_r.: .� CVS`,„F",t,i . '1".:'•fJ-� R' C' 4- s, C011-AR BEA,"A` „Ch!'" Pt-E;r>-i: 4-1 d t G p ALL SLOPED ROOF SHIM SHALL BE GLA55-A�ASPHALT ROOF SHINGLES OR APPROVED EQUAL.5H11 iLE5 SHALL BE APPLIED O`fER L5# r - A - 0� ,ITIt T oRIDVIN:7 U !GISTS `^,F'E ;> ?tV>JPJ- 'tlEt- ra ASPHALT FELT WITH 6AF-Y�ATi�-HATCH ICE AND WATER ARIA APP. VES,VALLEYS AND FLASH PROV BRIDGING I U I,.: ..N,M C.,N- i?::., "1 ...--10 d :A:. it B ER IED AT EA lN65.ROOFING TO IDE ALL 1; ,I.�;,N O S I:; -, FLASHING NECESSARY FOR A WATER116HT,HEAT ERPROOF JOB.ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE KITH THE MANUFACTURERS DIAGONAL 3 RA C E !. ';,r: xA b rc.c e) .,,011 M 1 C:N._D:R C" -8d EAC- I' NG SPEGIFIGATI4N5.CONTRACTOR SHALL SUPPLY CALOR SANLES OF THE SH ' ,,. I ` i - FL IN6L�FOR ARGHITE CT5 AND/OR OINNER'5 APPROVAL, .10R TO TAii_ BES i TO -Eri1 =R5 +wr:e nci;r:u )1:"�.+.,r -FIN) ?t: i .: ;,r �qi' INSTALLATION permitted) LOT FLAN HEA DER BEAMS) TO TR!',ME R'S: (:,.,, e^ ^ci inr COt,'h'.'C1`�-END ':.-%Cd AC' GYPSUM WALLBOARD permitted) :AR=A I° = 20�-4° GYPSUM WALLBOARD APPLICATION SHALL BE TAPE JOINT SYSTEM.ALL GYPSUM BOARD TO BE 1/2"ON WALLS AND 1/2'ON CEILING�1NL.E55,, 1 in. SUB FLOOMNG (6 'r;. or lets; n w"I j C 0'\" ":CN-G:RECTI 2-8d EAC :OIS T OTHERl+115E INDICATED.FINISH JOINIS,.I-BEApS,NAIL DIMPLES,GORES AND ED6E5 SHALL BE TAPE?ANL7:RF.C� 1�!!E.1 COATS-t'7 JOINT i in. SJBFLOOKIrJ , (over i, i ,`t dih) C.CMi'' vf;-6 R_C' 3-8d EAC t Sr T1 tl5 15 fthl ARCHITECTURAL PLOT PLAN WITH INFCOr:MATIDN DERIVED FROM A PROFE5510P1/�L 5UR1/EY SUB PERFORMED E3Y JOHN iCALIAGHER, LAND SURVEYOR, DATED ADCC. 2-1, 200Q. COMPOUND.ALLOW 24 HOURS TO DRY BTI�N COATS.FINAL GOAT TO BE SANDED SMOOTH.METAL CORNER BEADS TO BE L L,''ON ALL OUTSIDE 2 in, S U H F_C;O R I N C O M M C N-D I R E C- 2-r D d _ -i CORNERS AIS AROUND ALL OPENINGS,ALL WALLS AND CEILIN65 OF ALL GARAGES AND MECHANICAL ROOMS To BE5HEA1?ED:'krN 5/b"-TYPE-X i in. :'dA E SH AP II;NC I;;.-,-; i- vio,'-) r �' "h` - E;^+'': �I iD SGTM : 1000-13b-(-3�I Bin. or s , :ac, -DR :C -8 C FIRECODE 5HEETROGK.SHOWER AND TUB EZL09WM TO BE LINED WITH 1/2"HONDER:BOARD.ALL OTHER 13AT}I�405 AND L.AUNDR'R TO I in. V- ;(.E SrHEAT�-iiNG (:o—,r 8 it . in vtid ,l ;^,'\"MC rv-DTR.-IC 1 8d FA<' 51U� �;, ZONE: R-4O " r ) SHEATHING O r :r , COMMON-DIP".-C` HAVE I/2 WATER RESISTANT SHEE'TROGK P��>��Oti)=. �HEAI :,d;� � .;. B F�.,,,;:?: �, NYS ENERGY CONSERVATION GODS 1 in, ROOF SHE:A;FHING 6 in. or le=s i,? ? 8d t_ R A,^T's_R Yvi4b)ROOF SHEATHING iovFr 6 ir., in. iv'dth) CORR0SION-D R:EC, 3- ed Env_': `Ar 1 x ALL HINDOH5 SHALL.HAVE AN INFILTRATION RATING OF 05 CFM PER FOOT OF OPERABLE SASH.ALL S ,; .G c +,MODE r rl; ,:,..; ,; Fa r h ;I?, 5KIN5 TYPE AND SLIDING GLASS DOORS SHALL HAVE AN INFILTRATION RATING OF IA CFM PER SQUARE FOOT OF SUPPLY DOOR AREA.ALL H H LE ^ 1 TI_•. 2--^, �•C B_ s ,F t �v..J;ICN- RE >LJf.- 0.1 r, 1;EATHER "GORGING L "',4C-N-R SiST!VE 2-'d EA - -•-t,R .. 'W HEATING EQUIPMENT SHALL.MEET THE EFFICIENCY STMOARD5 OF THE NEW YORK STATE CODE.THERMOSTATS SHALL MEET A Ml 14k,REQUIRED / G U .-:n D -AT <� R,.,C j? I:1. rf�:ERBOARi� SHr_ i;;"'<� 1 l;r.'' i:Ai_`d?„J. \; ; IN\: N�;I_ RANGE OF 45-74 DEGREES.DOMESTIC HOT WATER SHALL BE EQUlPPm WITH RIOT wATBZ TE7MPERATURE�i 'To 1 DE6REE,5 ;A J1G1 J�?^;NESE STA;='C CONTROLS TO LIMIT „ NAIL FAHRENHEIT.ALL NEW GDNSTRUGTON SHALL CONFORM TO THE NEW YORK STATE ON GODE;200q. 6{ 'r7. C 0?< . . EOCrS & 44 ENERGY CONSERVATION DONS rMTI. 16 r GALVANISED L G , y,{ W r. C.C. A.'. ;:.y ; EA;R:;`sem` 5MOKEIGARBON MONOXIDE DOCTOR NOTES: Ip 1 ./8 i N. LONG, ?;1 a F CROWN"J J,Y r I.V ELL1N6 UNITS SHALL BE EXPPED WITH SMOKE DETECTING DEVICES RECEIVING THEIR 23/32 in. FIBERBOARD SHEATHING 1 3/4” GA':_VA'J.ROOFING NA i' PRIMARY POWER FROM THE BUILDING WIRING AND THEIR 5HALL BE NO SHTCHE5!N THE 8d COMM.ON NAL ,: < 16 GA. GAi.VA�IISF SrAF�(_E:s, Q p CIRCUIT OTHER R 4M THE OVERC TRENT DEVICE PROTECTING THE BRANCH CIRCUIT. r 1 i C.a,. AT 0TH :R E'E:AR;r G S Z . 1 1/2" SON,, ;'i16" CROWN 2.ALL SMOKE DETECTING DEVICES REQUIRED TO BE PROVIDED AND INSTALLED SHALL EITHER a° Irt O M v ^ A Z BE ACCEPTED PURSUANT TO RULES AND W_-OULATI ION PROMUWATED 13Y THE COMMISSIONER, 1/2 i n. G;P SU M B OA R D SHEATHING r 1 ';�" G ,1_'v'A J.Ri�uFING NAI... W APPROVED BY THE BOARD OF STANDARDS AND APPEALS OR BE L151M BY A NATIONALLY 11 GA. 3/8" TO j16" BEAD 4 in. C.C. ON !'x_F EF GY S 8 Z d RECOGNIZED INpEPEND;=NT LABORATORY THAT MIAINTAIN5 PERIODIC INS OR PRODUCTION 16 CA. GALVANISED STA.P FS, - 0-r R B 7 ,:NC- I.1. \,.C. A t.,:.. Af: �:, � � 1 1 ji" LONG, 7,%'16 CROWN O OF L157W EQUIPMENT AND HH05E LISTING STATES THAT THE EQUIPMENT MEETS NA11ONALLY C c i 7 RECOGNIZED STANDARDS. TAB[.. _ 6—1 ., , F. 0 ROOF G U T-E R S 3.NO DEVICES SHALL BE DEEMED TO BE IN COMPLIANCE UNL:E55IT IS OF EITHER THE IONIZATION t,'A"O''.UM P=:OJEC"E:D ROOF AREA FOR GUTTEAS OF VARIOUS •••....�� , CHAMBER PHIOTO-ELECTRIC TYPE.SUCH DEVICES SHAM BE IN COMPLIANCE E^ATH THE STANDARD R5 C1-1 I= r, ,c r �i , :ar:,. , __ (;. date: REQUIREMENTS OF C�ILIN� OIL, �A,:11Nv 10 LVr_. .1 RP',,E1E_ <> (Number of BEd n::.. ,: i,. - ,� E _ . � SLOPE' - r 11 4 -�t ;.- - AV LE t.k �; ;;; 'R . ,,\f)iJC -,? ,.r) G is" Y,Ih"',l " P' OJ;. T nCCI ATEA i>:.f . 4.SMOKE DETECTORS SHALL BE LOCATED WITHINz ISA FT.OFF ANY BEDROOM(MAXIMUM). ; 1 s,;. FI.; 5.5MOKE DETECTORS TO BE HARDWIRED AND INTERCONNECTED. ' SLOPE OF ROCr '1 ;' � 1<. `' 6.CARBON MONOXIDE TO BE PROVIDED A5 PER GODS RAF:ER r` r ;:, IG, T 6 1 1 .. ............ ......... 144 19< </z v'�c i i� 3t.hJ9 eld ;ns. :iia scale: 114"" =V-0" RA.f ..R �P.AClrsv, , ..,. .1 < < 16 24 2 C4 '' D ;';i:: 1, ,,, ?,i 1( ;; Final r D,pt cepa?from Z TABLE° R5GLZ(1) ............................... ', ,.. 8 ZB evie omen : GLIMATIG r41�LD C�E:UC�R,41al--IIG DLE5IC�I�t CRITERIA +;CT I O Fs !II_�I^JG .-- ^ °.,' '�7 E awed d �I��� ash€ tl�� ti�ta��# 1,�4, %,i! ^ I 0 �,i/5 Date:F / oc E - see no. GROUND WIND SEISMIC SUB.EGT TO DAMAGE FROM WINTER IGE'SHIELD U?TC' IG ` t 5 J 1;., t .> a h 5NOW 0E510N FROST LINE DE51ON ��t FL00D 4 0 .o t s r 1% 4 a T. LOAD SPEED(MPH) CATEGORY- YEATHIERIN6 }} TERMITE DECAY TEMP. HAZARDS ,� C; F ? r, :' :o ............... ....... ........ j,�` ^ 'r0 H C 5 t , REQUIRED ... 4 :j .V'J ,4:j 45P5F IO G SEVERE 3-4' M-H. rM L5 YES 7-257b *. r-E a•, _r' i i N4 I:;Y us_c r c'''�DE' N-', HAl E IEE S.AI,'I'_ .;0 S-SET-c a_ .��E4 tc. i ,"2.rl .1 ,,, r REVISIONS: 1 NG 1-15 FINAL PLANS 4"x,4' ACG. kO.POSTS . ---- ,_.; LINE OF DECK DN. TO 12"DIA.x 56' Y i ABOVE VEEP P.C. PIERS T. 4"x4'W7,BM 4514'W7.13M1. 4'X4'W7,BK 4'x4'W7 _ EXIST. _ _ '�_ _ _ __ I DECK ' a 45(4'WD.8M. 45(4'MD,BM. / 4_'X4'ND.6M,- - 45(4' V12 IN 2-6-WD.LI:D69Z,BOLT® EXIST.1 NIT t t — _ EXIST.UNit EXIST.5LID1N6 DDDR EXIST.UNIT # Rk C) EXIST.ROOF I Q1 ►-� EXIST. I f E)ECC� -? -'11 Q LIVIN RM �, � � II 23 N I =1 EXI5T.SLID DOOR _ EXIST.STM I-BEAM - w I I EXIST.F.J.TO REMAIN EXIST.F.J.TO REMAIN id '( 1 EXIST.F.J. TO REMAIN �' I�`\ I I\\ I I I 1 1 y 11 y IRc"?4O` EXIST.SPIPAL p 5TA1RC 5,E 4 CLOSE /^A5 RI.. ' F w£Il'6 EG'D, l/ r �"1 II 'y 6 EXIST. EXIST. EXIST.F.J.TO REMAIN 13ATH ;'' , EX. CELLAR EXISTING ' - , EXIST. R.R. ( EXIST, R.R. FOt�° ATION TO , Z N ' MD NOW REMAIN 71 W. ;i M1 3�_2" ct� � _4 �. '.:_ I I \ / I I EXIST. . . 9EL -�---; , -- - ' \X' ' I SITTING RM I. N L- I BIfiOLDs � f 3— I >..� „ EXIST.SKYKLT." 1 1 1 I SMOKE KE O f N MONOXJ 5,D o ^ s,, EXIST.KITCHEN II _, DETECTOR Y Y 4)� Q 'rt��`IH I ' �l !i .--•1 `O tx llf r I}I (Z)25(8 ---- ' 4`x6" POST. PROVIDE{3) #5 REBAR5 YdJ 1 3-2 E M .'° ! �,,. I'®ST FRAM Tt3; 5 ( rN. To COL" - _ DSL_R R EPDXY AS REG'D, i FNt?N. _I Ol�l I SLOW F ACCESS ----- 1 n 1 GR 135 614 CLOSE �I (2) ,{2)2.x10'FSR- {?a 2542 HbR. - r (?)25c8'HDR -� (2)2`X8'HDR {2)2'x8'HDR 4'0"FRENCH DOOR (2)2'X8"FSR _ UP CARBON 41 i; I 4"x4" PO5T5 ( , NB"12'x8" O 2R MONOXJ 5D. (- 1 Ls _ . I � '•' I i 1 //jj..,I� '� ,1 }p { 19} W) I{ O 0 Nr NEN 2'x10"F.J.0 16'O.G. i x NEN 2'xl0'F.1.0 lb"OL. :o "'`�` DBL 171.1. 1 I' j PROVIDE BLOGClN6 BET .1015T5) � �—- __,.._-- -—_ —- I I I _ __. p ;°( ! `D j I� I Wu'MAX 4'SPM* ;i : wd iI �:T.RAILS Mr, 1 I r 6'i i If J I •=-• I � � 2-4" •--•--•�-----------�f " -„' 'tf SMOKE 3 ! 3 1I2 DIA. M. I III DETECTOR - LALLY COL. f I 4 �Twl --OPEN To AB6YE 1 I III I TWEN O I � I ATO _ ' A 1 24'44'AT DEEP (� I r'• I,. , nc P.G,FOOTIN05 civ STAIRCA ,l MIN, �' VIDE t• I, " ! 1 1 5 W1.PA.['!" A5 � N i1 4 TE , E, &LA55 ' E C?.(A5 I :€! n, AT rt-5E I)'NITS TO LOFT II w f NEK �- ' I£ RELOCATED G L., l,' 01 � --�. '; X >w ®�4 5 10'-0"X 24'-6' y CRAMPACE ' ' 1 '. " .^ P BEDROOM A r 1 I L J i ,: 1 IDS x DEE; I NE�12NIO RK 0 Ib O.G. W P.C. FOUN' ATION ! NT5 N x 14 I I PROVIDE 2'P.C.SCREED GOAT I ! t �C ~: I ON 6 MIL VAPOR BARRIER I y I TO 24'` 1OE x _ —_—_—_ - _ _ `� d ' I _ _ DBL.F.L D `r'( x. : � ;� O �- NEW 2x!0 RR 0 Ib O.G. I I FO INC-(STEP — _ t�,N 1 T. �1.,. w w . •; I I X I I FO INS A5 PFO.) NEW 2x10" F.J.0 Ib O.G. 9 NEW 2x10 FJ.0 Ib OL. I ^ 2'-4" I (o"TRULCTT,,POST. `" H 1 I I i i If (PROVIDE BLOGKIN6 SET.JOISTS) "o '£I DN,OW BEL I I r - " •~• ( I? _-- I FIX®PANEL r_----__- _--_---_- � P05T M ABOVE _ _ �2i 7 iri'LVL HDR. 1 SITTING AREA " `�� P05T FROM I (Z)25cb AGQ 1 ► 1ED613t,BOLTED I, �' AN D L7N,TO ' p I ABOVE I z ( 0 24'OG. �2 odr , '� FO N?�ATION i li f_ t- 10 �_ ~ DI=GI\ 13-�I X 9 8 I Iy^. L________----____--__ :'• I (3)2'X10"AGQ.SEAM —r. 1 (2)'11/2'LVL.HDR 0)13/4'x 71/2'LVL FLUSH BEAM i � (2)71/2'LVL.HDR ' m (2)25(8'HDR (2)25(8'HDR z O .. _ ii L-------_ DWI VENT ----- P 4055 AR 251 � � 1 P 4040 GW f55 48'FLEXIFRAME 30'FLEXIFRAME 'j LL.I AR 41 GW 155 \L4"xb" P05T PN.TO AR 41 TRAPEZOID TRAPEZOID Q z ORE55) FINDN, 4 0 6"X61' A40,PO5 5 131-0" !2'-5' 6"W' ACG. POSTS, OPV. POST AN HOPS BLOCKED W-1 TO 101-21, 13-0 12-5 DN. TO 12 xlVx.��� � 12"x12" COLUMNS P! DEEP P.C. PIER5 TO X 5-5 CEDAR VENEER TO - 25'-5" 24'x24i'xb" DEEP F.G. MATCH NEW 51DIN6 ON date: PI HOSE 9-15-14 1WT€. ALL KMXH PRODUGT5 TO BE'NVS;r;W MWMT5,WITHI Nor:PROVIDE RADIANT HEAT IN ALL NEW FLOOR SYSTEMS. LOW-E4'&ASS.EXTMOR FINISH t HARDWARE A5 PER OMM scale: 1/4"" =1%0" HJRRIGANE WM TO BE PROVIDED 3 STORED ON T}E PRB4M15unless otherwise noted FOUNDATION PLAN FIRST FL-DDR, PAN SE(f.,DND FLOOR PLAN sheet no. Aft - EXI5TINC7 -PROP05M _ . 1/4"=II--(�" - EXI5TIN6 - PROPOSM - TO BE REMOVED 1/4"=I`-U" - EXISTING - PROP051=D �m� - TO BE REMOVED NEW 50. FOOTA6E AMMOUNT= 515 NEW 50.F00TA6E AMMOUNT= 660-b?(OPEN AREA) = 5413 44' ' uyt REVISIONS: N 1-15 FINAL PLANS , -- --RA.sISE EXIST.'CHI A5' 12 , ml OVIDE NEA\rENTIBO ,I . W71 AS } 7 Q1 3 } .., _ \ 0 1Z I tEt WA 6"CEPAIR SIDINIS AS FFR OMS j 9ry I. W O cNr I � ;ll i ! IF Will 11 E , I � 3 � y I I i l 1x114 OF N1-7H I L---------------------------� _dj _ FRONT ELEVATION SIDE ELEVATIONSouTH siVE _ - _ - 1/4" 1' a€€ i a1yhk. id dK vi ri r 4 r N QD 4• y DAIS EXIST.CHIMNEY, '` ,i fgg €_..Li 2, f E S t i I 3 PROVIDE WEN 5oMT5 4 ALUM. WMR ~t LEADER,SYS17 M AS TFT I f ! °OIC ......... s --, CEDAR ��pp^�yy AAtpm� A5 PER 0KBR I ! I111111111111111111111,Ill- 1111EXIST. AC.O. t A X. : FRAMM DECK W1 (VARIES) f g 36" HT. RAILINGS d Q � k � O STEPS TO�E Z N I — W I I_&E OF KEH < � FOUNDATION O r__—___ _ • � 11 I I I I I I I I _._...._ ._.f L-_A L_-J date: � � : � SIDE ELEVATION °� � �_ �� unless otherwise noted sheet no. REAR ELEVATION 1/411=1'-o'E =fi FASTENERS,HANZeR5 AMD TIE-DOM CONNECTORS THAT COME IN CONTACT KITH A.O.O. TREATED LUMI "T BE DE5I6NED Fol,5UCM REVISIONS: IJSE (614ECK MANUFACTURER5 5PEGIFIGATION5) FINAL PLANS Simpson 5trorig-Tic, NG 1-15 DOUBLE TOP PLATE H2.5 ALL FASTEN ZS IN DIRECT CONTACT WITH A>C.Q> OR HOLMANIZED LUMBER 4)5T BE "ZMAX,/HDG" GALVANIZED OR STAINLESS STEEL F1 ' -51.X I 'TION,5/4" ODS I . PLYND.,(2) LAYEP5 MIN. 15 LB, 20xI0' RR 16" OG. I GRIPP 12 2" " rR ;M . EE , E STUDS 3 v WNTINUCZ CONTINUOF LASHING A5HPAILT ROLL-ROOFIN16 AS jACK AND KIPS S-I, TO MHEADER 12 5TIKAPIED €TH # I/ 20 OA, GAL 1 #. 2. F'" VIDE�'O ICE MELD STRAIP71 NO. 12" MIN" ON STUD FULL ••`.""^ 24€`UP E:F OF EAVES Ei� LINO G� wEADZER' 1 AS R1-:0VRED 2"x6"G.J.0 16" O.G. # i € TEGO.TO BI A:'`4 ) I SI4"x14`° STP' T"�AL RIDS H1f 1 w #�"O.C. " ATL,FL:.PLI,BOLTS 0 24`° .. � . € , � , 1I2 GYP.`BI2. r HEADS 5TUD5 FULL LE140T`H L ,,T Z OC.,*aACER�D, 1/2 DA.BOLTS + 1,' " " OVIDI: 1/2"PLYI^�> �ATHINC: 24" VEt' 50MM; 6o.C> LOFT: '• 9A/2 Clr;' t�:AT 2-5-10PY KA..1., 1 PROVIDE RADIANT ® SY5TT1 ;� 01 t � f „ € 1 2"x6." FALL a 16"OaC. W Rv-11 ,, 1,14"20 GA.6ALV ! a �.a .. r 1MOUI.,., 1/2" CDX.FqLylov,, �TRAPPIN a 12- MIM.�81 NO it.'IFT W BL: 7. I��AP, I" R1C1D - � O ,i� fix- L°X4"6 16"O.C. >-�r- - -: .. .> IN5,Y_,NEK CEDAR SIDING - II; „6YP 1..•. . m _. RF 1IR 7 L U52 Simpson te"ts� -T1 c LJ I. FAC MOUNT NANO R �- w _Q R6=ATf37 _. . .. ._- SIMPSON 5 ) SCALE, N.T.S. O G-TIE (LU5 1_626,LU52b,LU626-2, " " BEDROOM = C.L. LU52 - LU�S210 L�s2lO- 2 xiO FJ. I6 O.G. _k ^* Li JL PROVIDE RADIANT 2 X10 F.J. €6 OL. K/R-50 9o-HEAT INS` > /�r F'1 YID.6,15-FLOOR _ � SIV 1 X IDS, RADIANT HEAT _ 1 �I � �"X " Ate.I��AT I� T I: FRAM I NO AND F T z I' )1 .314"x I1 7/ ":LVL,BI~AM / " ASG BOLTS, 156" CO�11N �.T 1 ON.S FOR O EN I NO 5 O.G., 12 M SCALE. N.T>S, • ::'P,C.5CF=BOAT ON.6°MIL. y VAPOR BARRIER A ' r X, ,ADE(VARIES) NOTE I LII T` 6 T`IONJS'R J[IPED AT EACH END'OF HEADER AND AT ° €€ ," BcTTOM 0F,;FIEs 5T{ 'IN ADDITION TO COIINECTORS Ar I 1_1. 8 I� x ,. Dom' F.C. GOFER,STEID GC7M'-TW FWNDAT'ION ILII 16°NIDE X 5" IA D A ` GT'AND I IOM GP GR1�5 ° a 1 I r D P.O.'F" TIN r T tJ T1�'AMSFf .SIEAR p �..�..� G/.��J `jF' /�/1�) _ ° HOLODOM C�- 4/E V T 1 V - . 4 5.• ` i' - ° c/7) rte) :9r' � -�as:n II III '�V,,. , F�I 2 - 16d COMMON1/4 ° NAIL &" a.c. NOTE: PROVIDE 'SIMPSON'�IGAN�'T1ES 0 ALJ. WNNEOTIONS.SHOWN ON.DETAIL SHEET, A5 REOV. BY CODE. A-+ N TOP PILAFFQD ... .., a ga. O fC NOTE: I 1 i L ``• NAIL AS,PER YIFCM 200 TABLE 3.1 ;. CRIPPLES SPUD FOR ADDITIONAL INFORMATION. =r KN 121, BEARING ONSTOCK 4 STUD PASE COIL + + KING STUD •• I�; > :. B4�OLDDOY�M T;r f q 7 7N 1 r'�c. Simpson Strong-Tic JACK STUD HEADER /yI��J o 0 FLOORTO FLOW f O1�1� �TI ONS SIi O a "OM r-TIE(G520) IN aTALL Ib`O,C PROVIDE STRAPPING TO THE BOTTOM OF EACH JACK AND KING STUD AS,i^#ELd..SEE SGA E: N,T.S, p a DETAIL#2 FOR ADDITIONAL INFORMATION. 51rnpson Strong-Tic - KHEN APPLICABLE PROVIDE STRAPPING FROM HEADER TO ROOF RAFTER,(TYPICAL) �f ,5 STRAPPING TO BE 1 I/4"GALV.20 GA. COIL STOCK, ALL STRAPPINO :... /'y TO BEAR A MIN. OF 12"OI~f ,.. M1NG. RAFTER TO DOUBLE . TY'F I OAL ROU5H OFEN I ! �O STRA F I 1 ` O TOP 'LATE 5 IMG TO I AN® 'TD RIM.,FOIST AND P V0ER.MUD SILL AT SHEAR Y �,1�1��.... HOLD Ol�.L./ �/ C/}/�11�1 S � SCALE: N.T.5> SOUY);ION(ONE STORY) OR ONTO STUD AT KALL Y�ALL N(TY�J DETAIL— � STUDS 51 � cn Strom-T1 x§2.5 SGAL E: N? 5. SCALE: N.T.S. END1tiALL r4 V MIN. HrOLDDOP06 ARE REQUIRED AT IKALL STUD THE EMD OF EACH 5EW -€ SHEA. L SECI�NT OR AT ° CO STUD W SILL PLATE EACH END OFA TED ° a CONNECTED TO SHEA L. FULL HEIGHT ° ER SHEAR r�i1 r+JB FLOOR 0 SHEA L SEOMENrS MEET II. W AT A CORNER A 51NOL HOLDDO I ° d Q C sa H CTI SHALL BE ° 2 - Ibd COMMON NAILS Z O PERMITTED TO BE 1�D TO 4 ° ° 6" -� I5T THE OVER'IUR.NM ° z M RIM J015r � FORCES 1N BOTH DIRECTIONS z NATE: IKHEN THE IER FRAMING IN NAIL AS,PER Y�CM 2001 TABLE 5.1 FOR �? / �L €, � Q z COIL ADDITIONAL INFORMATION, TR ,, :P.. .5T05) THE ADJOININ;S YdALLS 15 ° STOCK SOLE PLATE FASTENED TOGETHER TO 0 O MINS A.N5LE5 TRANSFER THE UPLIFT'LOAD Simpson Strono TIS RIM 50XR.D (AS, SECTION FOP PLATE HI2. �'� OF WCM h SILL PLATE 2001)4"o.c. NAILINO date: . : K e (� I 1 �', SHEATHING _, FOR;"SHEAR, •. , e ` ' 1 I U I � I ` E CLI :'tJ' '' F SLID 13LOCKINcS rH�4T EXrEMDS " I3E OND ALL 11 t1ZONT, L TH1NG. -- ° CO TRIMMER Y 0714 1 REQUIRED IF COLUMN SEAMS TO BE BLOCKED SOLID a n :. ,:•. a a _ SGAL.E: N.T.S. •_ AND TRIMMER STUDS,DO NOT EXTEND TO SILL PLATE V1DE 0 HEADER SPANS GRATER THAN 6-0' scale: 1!4°° " ,_ " . :.: . H2. 1�.�TA.�L Ib 0..,. • �.' °' �� " r �BLOCKII`IC PANEL AS,RE;2!.l1R� .^^ �ar�Iss csther+�ise noted sheet no. 07' 'FC�AL ROUGH OFEN I NO UPLIFT STRAW DETAIL COLUMN AT EXTERIOR , ALL CORNER STUD HOLDDOM SCALE. N.T.S. SCALE- N.T.S. DETAIL— 4 STUDS � SCALE- N.T.S. REVISIONS: GLASS WINDOWS AND DOORS GENERAL CONDITIONS ALL 6LA55 15 TO BE INSULATED LOW-E AS MANUFACTURED By ANDERSEN OR APPROVED EQUAL UNLE55 OTHERWISE INDICATED.ALL HINDOH5 UNLESS OTHERWISE NOTED.GENERAL CONDITIONS OF THE CONTRACT FOR CON5TIRUCTION,AIA DOCUMENT-20) SHALL AMY.HEAT AV PO?,ERNG' 1-15 FINAL PLANS SHALL BE CLAP WITH FIN15H CLASS.SUBCONTRACTOR SHALL NOT INSTALL GLASS UNTIL PROPER CLEARANCES ARE PROVIDED.ALL SLIDING DURING CONSTRUCTION SHALL BE PAID FOR BY THE OWNER.THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY.SUBSTITUTION SHALL No N BY THE ARCHITECT.THE PREMISES SHALL BE KEPT REASONABLY CLEAN AT ALL TIMES.AT THE GLASS DOORS,ROOF HINDOH5,5KYLI6HT5,GLASS WITH A SILL LE55 THAN Ib" ABOVE FIN15HED FLOOR,C-LA55 NEXT TO A DOORWAY AND/OR AS NOT BE MADE WITHOUT WRITTEN AUTHORIZATION REQUIRED BY CODE,SHALL BE INSULATED TEMPERED GLASS.ALL OLA55 DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT ACCORDANCE COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS,TOOLS,RUBBISH,ETC CLEAN ALL 6LA55 AV LEAVE WORK WITH THE MANUFACTURERS SPECIFICATIONS,ALL WINDOWS ARE TO BE CAULKED AND SEALED A5 PER NY5 ENERGY CONSERVATION CME MOM CLEAN UNLE55 OTHERWISE SPECIFIED.THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY INSURANCE. REQUIREMENTS.PROVIDE FLASHING PANS UNDER ALL SLIVERS,DOM AND WINDOWS WITHIN b"OF AN EXTERIOR SURFACE.ALL EXTERIOR DOORS ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES.THE CONTRACTOR SHALL FULLY GUARANTEE H15 WORK AND THE ARE TO BE FULLY NEATHER-5TRIPPEP,PROVIDE ALL SCREENS AND HARDWARE AS REQUIRED.ALL GLASS 15 TO BE FREE OF SCRATCHES AND WORK OF H15 SUB-CONTRACTOR FOR A PERIOD OF AT LEAST ONE YEAR AFTER COMPLETION OF THE PROJECT UNLE55 OTHERWISE SPECIFIED.A IMPERFECTIONS AND GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF No LESS THAN 5 YEARS. WORK SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER,ARCHITECT,AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES,LOSES AND EXPENSES,INCLUDING ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK PROVIDE.' CONCRETE THAT ANY SUCH CLAIM,DAMAGE,L055 OR EXPENSE No CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES OF 40 DEGREES F.AND FALLING. No CONCRETE SHALL BE PLACED TANGIBLE PROPERTY(OTHER RM155ION OF THE ARCHITECT,ALL CONCRETE 15 To 13E MIN.2500 (A) 15 ATTRIBUTABLE TO BODILY INJURY,SICKNESS,DISEASE OR DEATH OR TO INJURY TO OR DESTRUCTION OF TANG ------- ON FROZEN SURFACES,No ADDITIVES SHALL BE ALLOYED WITHOUT WRITTEN PE THAN THE WORK ITSELF-) INCLUDING THE LOSS OF L15E RESULTING THEREFROM. P.5j AT 25 DAYS(EXCEPT WHERE NOTED OTHERWISE).PROVIDE ALL SLEEVES AND FOUNDATION VENTS AS REQUIRED BY NYS,CODE,UNLE55 134,1 (B) 15 CAUSED IN WHOLE OF,IN PART BY ANY NEGLIGENT ACT OR OH1551ON OF THE CONTRACTOR,ANY 5UBWNTRA(TOR,ANYONE DIRECTLY OF ,H SIDE OF THE FOUNDATION HALL PROVIDE INDICATED OTHERWISE.ALL FOUNDATION FOOTINGS ARE To BE MIN.&' DEEP PROJECTING 4' ON EACH INDIRECTLY EMPLOYED BY ANY OF THEM,OR ANYONE FOR TWO#4 DEFORMED BARS CONTINUOUS IN THE FOOTING AND A CONTINUOUS 2X4 KEY BETWEEN THE FOOTING AND FOUNDATION HALL,ALL 41 THICK HH05E ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN FART BY A PARTY INDEMNIFIED HEREUNDER, CONCRETE SLAB To HAVE bX(q HifoXHI-6 WF REINFORCING.ANCHOR BOLTS IN CONCRETE SHALL BE HOOKED 1/21- X 12-- MAX.6-O.C.PROVIDE ALL MATERIALS,ASSEMBLIES,AT METHODS OF CONSTRUCTION INCLUDING BUT NOT LIMITED To FORM-WORK,BLOCK-WORK,FRAMING,NAILING, 0c) BITUMEN EXPANSION JOINTS BETHEEN SLABS AND FOUNDATION WALLS. PLACING OF CONCRETE,ETC,ARE To BE CAREFULLY SUPERVISED BY THE WNTRA(TOR TO BE SURE THAT THEY ARE IN ACCORDAN(E WITH THE I 00 DRAWINGS,SPECIFICATIONS,APPLICABLE CODES AND 6000 PRACTICE.DEVIATIONS FROM THE DRAWINGS,AND SPECIFICATIONS WILL NOT BE CONCRETE BLOCK PERMITTED WITHOUT HRITTEN AUTHORIZATION OF THE ARCHITECT,THE CONTRACTOR SHALL BE RE5PON5IBLE FOR SHOP VRMINC75 WHICH MAY V; __1y ALL CONCRETE BLOCK 15 TO HAVE OUR-O-HALL' REINFORCING EVERY THIRD COUR5E,FILL TOP COURSE SOLID.MORTAR MIX TO BE ONE PART NEEDED.ALL DIMENSIONS AND(ONVITIONS ARE TO BE FIELD VERIFIED. PORTLAND CEMENT,ONE PART LIME PUTTY AND 51X PARTS SAND,OR,ONE PART MA50NRY GEMENT AND THREE PARTS SAND, fa; f INSULATION NOTES. BOILER ROOM ENCLOSURE TT W ALL EXTERIOR HALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED FIBERGLASS BA INSULATED BY JOHNS MANVILLE OR APPROVED '":I $83 �L /�' w EQUAL.FOIL TO BE PLACED TOKN;V5 WARM SIDE.(THESE ARE MINIMUM THICKNESS): 1, THE GENERAL WNTRACToR/0VNER 15 RESPONSIBLE CEILING OF ENTIRE BOILER ROOM/AREA REQUIRED TO BE To OBTAIN A PRELIMINARY STAKEOUT SURVEY PROPERLY FIRE RETARDED. INDICATING ALL LOT DIMEN5105,51ETBACK5 AND Lu HALLS 5 4 NOTE: APPROVED METHOD OF FIRE RETARDING ARE THE C,RAVE ELEVATION PRIOR TO THE COMMENCEMENT OF CEILING bl R-11 FOLLOWING: ANY WORK AND SHALL NOTIFY THE ARCHITECT IN FLOORS e)' R-Iq HRITIV-7 OF ANY DISCREPANCIES BETWEEN THE (A) 1/21 PLASTER BOARDS COVERED WITH WA.METAL EXIST.HALLS 31/2' SURVEY AND THESE PLANS. (B) METAL LATH AND 3/4u CEMENT OR I"GYPSUM Lu MORTAR. ELECTRICAL 2. THE(ONTRALTOR(S)SHALL 13E RESPONSIBLE FOR ANY AND (6) ROCK LATH AND 3/4"GYPSUM MORTAR, ALL HORK TO 13E PERFORMED AND COMPLETED IN A MINIMUM OF IWCLEARANCE REQUIRED BETHEEN 1301LER ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND ALL STATE,LOCAL,AND UTILITY COMPANY CODES AND REGULATIONS.ALL CONFORMANCE WITH THE AND ENCL05M HALLS.DOOR TO BOILER ROOM TO BE ONE CIMIT SHALL BE MINIMUM 15 AMP.POWER HIRING SHALL BE MINIMUM 14AH0.CONVENIENCE OUTLETS SHALL BE LOCATED 12" ABOVE FINISHED REQUIREMENTS 4 PROCEDURES OF THE LATEST (1) HOUR TEST FIREPROOF SELF-CLOSING AS PER BOARD OF ATED,ALL 5W To BE LOCATED 36- ABOVE FINISHED FLOOR UNLE55 OTHERWISE INDICATED.SUPPLY EDITION I AMENDMENTS OF NYC BUILDING CODE STANDARDS AND APPEALS APPROVAL,ELECTRIC LIGHT TO EX15T, DECK FLOOR UNLE55 OTHERWISE INDIC (5),LOCAL LAWS,ORDINANCES AND AGENCIES BE PROVIDED WITHIN BOILER ROOM.OIL BURNER REMOTE TO BE RECOMMENDED LAMPS IN ALL FIXTURES. PROJECT CONTROL SWITCH MUST BE LOCATED OUTSIDE BOILER ROOM. ETC.HAVING JURISDICTION FOR THE FIR No STORAGE PERMITTED WITHIN 1301LE-R ROOM. LEGALIZED SHOVED HEREIN, c FRAMING AND ROUGH CARPENTRY 7,7 3.THESE PLAN5 COMPLY WITH THE SEISMIC CODE I_5TY. j015T5 RAFTERS ANC)5TU05 SHALL BE 15%(ON5TRXTION GRADE DOUGLAS FIR 1350 P51,25%COMMON DOUGLAS FIR 1200 P51.ALL HOOD REQUIREMENTS OF LL r1/15.CONTRACTOR TO VERIFY AND _MECHNOTE. SILLS AT HOOD IN CONTACT WITH MA50NRY SHALL 13E CGA TREATED.ALL EXTERIOR SHEATHING SHALL BE 1/20 COX DOUGLAS FIR PLYWOOD FOLLOW ALL REQUIREMENTS OF LL II/95.ANY V15'REPANCIE5 PROVIDE MIN.CLEARANCE OF EQUIPMENT AS PER R5-14-15; 1.4' 131 - L AND/OR OMISSIONS ARE To BE BROUGHT TO THE NAILED bo a 12'0,6.AT EDGES,0 c &0 O.C.AT INTERMEDIATE BLOCKING POINT5.515-FLOOR5 TO BE 3/4"WX PLYWOOD NAILED 5D a 6'0.6. MIN. Ib" FRONT,6'SIDES 4 6*REAR. .^ TH' -. f _ EXTERIOR SHEATHING TO BE COVERED WITH "TWEK" HOUSE WRAP OR APPROVED EQUAL.ALL NAILS,BOLTS,RODS,STRAPS,J015T HANGERS, AND ARC HITECT/EN(51NEER5 ATTENTION EX15T. 2-5TY. OTHER FRAMING HARDKARE TOB HOT-DIPPED GALVANIZED,DOUBLE UP JOISTS AROUND ALL OPENINGS AND UNDER PARTITIONS.BLOCK STUD :3 HALLS AT 1/2 STORY HEIGHTS AND AT ALL UNSUPPORTEp EDGES OF PLYHoOD,ALL CAP PLATES TO BE DOUBLED AND NAILED 100 @ W O.C. RE510. NAIL BOTTOM CAP PLATE To END OF 5TUD5-2/16p.LAP CAP PLATES AT CORNERS.TOE NAIL JOISTS TO CAP OR BEAM WITH 2116D.WHERE FLUSH 22.2' FRAMING OCCURS,USE MIN.160A.SHEET METAL AREA OF REMOVE EX15T. GONG. j0I5T HANGERS 13Y ITECO' OR APPROVED EQUAL.ALL CORNERS TO BE MINIMUM 112X4 5TUD5 NAILED 16D 0 24" O.C. ALONG THREE FACES.HEADERS SHALL BE MINIMUM 2/2Xb UNLE55 NOTED ON PLANS.MINIMUM BEARING FOR STUDS,J015T PROPOSED WALKWAY 4 PROVIDE AND BEAMS SHALL BE 3 1/2".USE DOUBLE JACK STUDS FOR HEADERS OVER FIVE FEET IN LENGTH. 2-STY. NEW STEPPING STONES PLUMI31 ADDITION 41 HATER eUppLy AND SANITARY SYSTEM AS INDICATED.PROVIDE HOT AND COLD SHUT-OFF VALVES AT ALL 21� CONTRACTOR SHALL INSTALL 113.01 : PIPING TO HAVE CLEANOUT5 AT ALL CHANGES OF DIRECTION AND FIXTURES. ALL HATER PIPING TO PITCH BACK TO HOT HATER HEATER.HASTE AREA OF -E 51ZE!_ FOR F1 5 AT BASES OF VERTICAL KA5TE5.USE 4"CAST IRONI THROUGH FOUNDATION HALL PITCHED MIN. Ilb' PER FOOT.TRAP Kk�! 0 x�URE A PROPOSED kr) SHALL BE AS FOLLOWS: t 2ND FLOOR P15H WASHER 11/2" OVER STOOP 12.0' CIL/- I PROP05ED KITCHEN SINK 11/2' C-1 Lu DRYHELL �c LAVATORY II/4" LLJ -D' 7 SHOWER 2" ARC TOILET 3" ALLSY5TEM5 TO HAVE ONE 3' MAIN VENT STACK INCREASED To 4" THROUGH THE ROOF.PROVIDE FROST-PROOF H05E-131155 AS INDICATED ON CN COMPLY To THE APPLICABLE PLANS WITH EA51LY ACLE5515LE DRAIN-GOOKS.THE HATER SUPPLY AND SEWAGE DISPOSAL 5Y5TEM5 SHALL CO PP oN5.APPROVAL OF ALL PLUMBING MUST BE OBTAINED FROM APPROPRIATE LOCAL 230,12' COUNTY DEPARTMENT OF-HEALTH STANDARDS AND REGULATIONS. AUTHORITIES PRIOR TO CONCEALMENT.PRIOR To ORDERING,CONTRACTOR SHALL CUTS OF FIXTURES FOR OMER$APPROVAL. IN THE EVENT THE 0 N 01*55' 50 H 50.00 OWNER CHANGES,THE CONTRACTOR SHALL CREDIT THE OWNER FOR THE FULL qjDCONTRACTOR5 COST FOR THE CHANGED UNIT. 15% j 0317 ASPHALT ROOF SHINGLES OAK STREET F ALL SLOPED ROOF SHINGLES SHALL BE CLA55-A ASPHALT ROOF SHINGLES OR APPROVED EQUAL.SHINGLES SHALL BE APPLIED OVER 15# AND FLASH11,05,ROOFING To PROVIDE ALL ,H ICE AND HATER BARRIER APPLIED AT EAVES,VALLEYS ASPHALT FELT WITH GAF-HEATHER-HATCFLOT FLAN I .A77 FLASHING NECE55ARY FOR A WATERTIGHT,WEATHERPROOF JOB.ROOFING 15 To BE APPLIED IN STRICT ACCORDANCE WITH THE MANTA(TURER5 SPECIFICATIONS.CONTRACTOR SHALL SUPPLY COLOR SAMPLES OF THE SHINGLES FOR ARLHnOV5 AND/OR OWNERS APPROVAL,PRIOR TO -oil 20 INSTALLATION. TH15 15 AN AR6HITEOTURAL PLOT PLAN WITH INFORMATION DERIVED FROM A PROFE55IONAL SURVEY GYPSUM KALL130ARD PERFORMED BY JOHN OALLAC-HER, AND SURVEYOR, DATED AUG. 2-1, 2bOq. GYPSUM WALLBOARD APPLICATION SHALL BE TAPE JOINT SYSTEM. ALL GYPSUM BOARD TO BE 1/29 ON HALLS AND 1/2"ON CEILING UNLE55 r nj­ 56TM#: 1000-136-1-311 ZONE- R-40 OTHERWISE INDICATED.FIN15H JOINTS,J-BEA05,NAIL DIMPLES,CORNERS AND EDGES SHALL BE TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND,ALLOW 24 HOURS To DRY BETWEEN GOATS.FINAL COAT TO BE SANDED 5MoOTH,METAL CORNER BEADS TO 13E USED ON ALL OUT51DE -4 CORNERS AND AROUND ALL OPENINGS.ALL HALLS ANDZEILINC-6 OF ALL GARAGES AND MECHANICAL ROOMS TO BE SHEATHED WITH 51bo TYPE-X nNAL ME FIN&M FIRECODE 5HEETROCK.SHOWER AND TUB ENCLOSURES TO 13E LINED WITH 1/2,HoNDERBOARD,ALL OTHER BATHROOMS AND LAUNDRY ROOMS TO PRECAST CONC.DOME HAVE 1/21 HATER RE515TANT 5HEETROCK. _7 24- ID c PRECAST CONC.DRYWbi RING IN NY5 ENERGY CONSERVATION CODE SEE DRYWU CALCULAIONS .5 CFM PER FOOT OF OPERABLE SASH.ALL FOR ACTUAI.NUMBER OF RINGS)ALL WINDOWS SHALL HAVE AN INFILTRATION RATING OF 0 -rat I DOM�S) SWING TYPE AND SLIDING,oLA55 DOORS SHALL HAVE AN INFILTRATION RATING OF 1.0 CFM PER SQUARE FOOT OF SUPPLY DOOR AREA.ALL MUM REQUIRED W HEATING EQUIPMENT SHALL.MEET THE EFFICIENCY STANDARDS OF THE NEW YORK STATE CODE.THERMOSTATS SHALL MEET A MINI I CONTROLS To LIMIT HOT HATER TEMPERATURES TOI40DEGREE5 RANGE OF 45-14 DEGREES.DOMESTIC HOT HATER VALL BE EQUIPPED WITH FAHRENHEIT.ALL NEW CONSTRUCTION SHALL C.ONFogM To THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE 200q. E_ SMOKE/ I ce) CARBON MONOXIDE DETECTOR NOTES: V Ld -5 RECEIVING THEIR OUTSIDE OMM I.DWELLING UNITS SHALL BE EQUIPPED WITH SMOKE DETECTING DEVICE PRIMARY POWER FROM THE 13UILDINO HIRING AND THEIR SHALL BE No SWITCHES IN THE DEC 1 8 2l"r "d UNE OF GMD WAU I < THE BRANCH CIRCUIT. C CIRCUIT OTHER KHAN THE OVERCURRENT DEVICE PROTECTING MATERIAL z .......... 2.ALL SMOKE DETECTING DEVICES REQUIRED To BE PROVIDED AND INSTALLED SHALL EITHER CIO 13E ACCEPTED PURSUANT TO RULES AND REaLATIOIN PROMULGATED By THE MM155IONER, UNDUMNO SAND MAVEL STRATA Ld STANDARDS AT APPEALS OR BE L157ED BY A NATIONALLY < APPROVED BY THE BOARD OF 0 RECOGNIZED INDEPENDENT LABORATORY THAT MAINTAINS PERIODIC INSPECTIONS OR PRODUCTION OF L15TED EQUIPMENT AND H405E LISTING STATES THAT THE EQUIPMENT MEETS NATIONALLY RECOGNIZED STANDARDS. DR)"'NELL DETAIL 7MR, UWE 3,No DEVICES SHALL BE DEEMED To BE IN COMPLIANCE UNLESS IT 15 OF EITHER THE IONIZATION NTS date: T WITH THE REQUIREMENTS OF REFERENCE STANDARD R5 11-1 CHAMBER OR PHOTO-ELECTRIC TYPE.SUCH DEVICES SHALL BE IN COMF IANC 4.5MOKE DETECTORS SHALL BE LOCATED WITHIN 15.0 FT.OFF ANY BEDROOM(MAX IMIUM). DRAINAGE CALCULATIONS . . . . .. USE CARLSON PRECAST DRYWELLS OR APPROVED EQUAL 5.SMOKE DETECTORS TO BE HARDWIRED AND INTERCONNECTED. BASED ON CONTAINMENT OF 2" RAJNFALL IN 24HR PERIOD' r b.CARE30N MONOXIDE To BE PROVIDED AS PER CODE DRYWELL CALCULATIONS (FRONT ADDITION OF HOUSE + PATIO) TABLE R501.20) AMOUNT 2" RAINFALL -COEF. C.F. sheet no. r_,LIMATIC ANP OFOORAFIHIC C�F=51 C57N CRITERIA BUILDING ROOF 925 2/12 1.0 154.2 GROUND HIND SEISMIC SUBJECT TO DAMAGE FROM HINTER ICE SHIELD .......... DESIGN UNDERLAY- FLOOD TOTAL CUBIC FEET REQUIRED 154.2 DE510-N _;7RMI TE]DECAY TEMP. SNOW FRO5T LINE MENTI HAZARDS -C 710 168,9 I-U F T, LOAD SPEED(MPH) CATEGORY H ATHERINO DEPTH REQUIRED PROVIDE: (1) 8-0'0 x 4-O'SE 45 P5F 110 0 SEVERE 54 M-H 5-M 13 YES 1-25-1& Aml S S ') 1.4- 15 I I LN WEATHERING 'RD0E'FTTLH"' i•_ !FINAL PLANS e i f • � A B .i., .« .,... r _.._ ..._ ._.....__.... x.•:rZ j`,e wa. .�n-, i.,. � ...... .. ........»....,.. ,...,..,..,..........«...,...._.,.., i 4'x4'II BM 4'x4'AGQ.BM 4"x4"ACQ BK 41x4'AW.W. I E , .r �• ' zz EXIST. DEG< tl 4'x4'AGGi.BM 4'x4'K4.BM Ul -4'x4' .3 2'x8"AGO.06ER,BOLTED EX15T.UNIT : I E EAST.l llT_.__.. EX15T.SLIDING DOOR EXIST.UNIT �i , f I 1 € w �i tA4 I i . i O 3II Q1 EXIST.ROOF c.' :3; ' �� k• i EXIST. € '- [4 *s em PECK N( "`" LI S IN.✓ i '.I 1 1 xbtl F.J. I ,_ UF' I _ C/ • f I 3 EXIST.5LIDN6 DOOR ' EXIST,STEEL I-BEAM EX15T. F.J.TO REMAIN I EX15T. F.J. TO REMAINEXIST.F.J. TO REMAIN x I 2"x8"FJ�\Ibii O.G„, 13 i uj F ►— 3$€t I r- 3 I e EXIST. EXIST. I EX15T.F.J.TO REMAIN EX. 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EQ A*r f4ovuE W70-:7 -GAT--- 0, JN, or 41" :11 COX.OWN/ Ail r) i,,2" c'ZX.PLYKI% 1TRAWT6 A, 11K ON W-r., moi V1 ILI FT WWI, EVE36. KKK 1" 1001607, n oil REQ.W, Ic Ail Uzi FAC.,E �10UN7 HANOER P-50N' 57 ,5-TIE (LUL-�,' 5(:,ALE-:, N.T.B. LJ-529�-2, W5210, L1.5210-2: 06, - ---- ------ 16" BEDROOM �t 314" 7AT W WK) F'90=:_ 1,�_AETANT 00 296" AW& PLATE Q 't T)"FIGAL FRAKNG AND Uf=LIFT 5/5' ;,�N�',HOR DOLT'-, �C-' C.,0NNEr_..,T10NS FOR OFENINOS F5SAW: �,.T.5. . NEW CELLAR GATZ (v*,\F',if,­,`,,.1 7� VI-PT 5 R:0, F 4) A7 FQH EW 7' YCWN W 1 A7' E017C,­' 0,- HEADER 5RDS IN APVT�o.N TO PL. 5' K. TO" DEE, AN., A7 !'OF ANU B07LM 07 GRFPX, 10N IiP:l TO TRAN5rER 5115AR PEEF iF.C.7007i�:,� HOLDOONN -.7-77 7 2 - €6d L"ON NAW 6 6' on SEC/71 ON 'A ' NOTE, PROVIDE '51MP50N' HURRICANE TIES 0 ALL CONNECTION5 5HOHN ON PETAIL5, A5 REOP. BY CODE. c MAil p F A 717 0 Al Nv% ,5 n-cm W��E: F,.: aED TO 01 Vv5TALLED 3 31 0 FLOOR TO FLOOR C.,0NNEC,,T10NS_, 'I'M SW HEAVER e�,TKON,-5-TI-Z (,1,520) 1NI"3TALL e. l-;'nZn S,?SALIE. N.7.5. TO T;-_' <f4f;? 5imp5on Sttrono-­ %LE.TA_, 2 FOR 51OWNS TO BE-- 1 (/4' OALV. '.10 0 A. COIL 570,"',. ALL 11IN E.. HY9514 TO ROK RAF 01 (rYsIm.) ^to Fn-A2 K A V,!N'. 0�: 12" ON RAFTER TO POOLE TOP FL 70 KU�i V)rC. KIM JOIST AND Vr,,A�� L,,`M-i7 'it"D S,LL AT AL ROU OH OFENINO STRAFFINO-, ATE (ONE 57or-,,,o GR 0iIT0 57w AT K-','-L 1,�A_IL E1,___cI11j(W SHEAR NALL HOLD DONNS 0 5TC)f�y) DETAIL— 4 STUDS INS-7ALL rw 6.r., WALE. N.7.5. ' W U KALL 14OLr,,r,`Oi:N5 ARE RZj7);K:0 AT WE END OF EACH 5ZCYZ�',i7E0 SHZAR;,*iiALL 5EOMENT OR AT CORNER ST UV Er,'H. ENS)07 A PDRIFORATED �,ONNE/,T,ED TO H 50 PLAVIIE S+�,EARNALL. KEA FJLL FEi5HT -R AN!5 F EIR c-H E A R SHEYWLIL 5:E�ZMEENT5 V1 -T :2 :04 AT A WNER, IN SMICTE HOLDPOV41N < <� HOLDGOh'N SH&L BE 2 - Ibd COMMON NAILS c z CC—) FERMITTED TO BE USED TO 0 RES15T TH,,. CVERTRV140 FOPLES, IN BOTH DIRECTIONS FV L vii Not-,: NHENI THE CC,,RNN:-R FRA�YiNry IN t,A`_ A 5 F k F M ..,,,,».; 1 F3; i i R (,OLU�!N' TK: AD-'t�)IN!N6 BALLS 15 < ADD171C\iAL IWIOR�1,ATiOk� Q� 7'�Al -E- FLA7Z, FA5T-DN_-, 1) TOOETKR TO*. 0 SWC K T RAN5FITFR,THE UFL!77 LOAD ( "FI'l �OAF AS PZ1 -::CTIC�4�Z F_A7E G!L QA1: 20011 4!' o.r,. NAI LINO c date: 5!,7ATKINI& EPOE5 FOR WAR, 0-1 S 4 HURRI r—,,ANE (�eLIF 5 0, 1 D 5 L I T H,A 7 E X T1 EN� U 0! A'-'- H 0 R I Z O'i-:T A•L C,HE A T H 1 INI f5. 1-07H 15 F C,ARED IF SOLUINOi 5E,,,\M5 TO BE CLCV,'7LP SOLIP AND 3 F?;M�1EK )TUP- 00 N07, EX71',,111" TO SI LL PLATE FkOVIDE 0 HEADZR SPAW:;,OREATER THAN (b'-O' H25 B_1OC<1N0- INIEL A5 .1IR:0 unlugo. WK oko n Wd sheet no. T)"F I CAL RDU OFENINO UFLIFT TRAF DETAIL—, CORNER STUD . HOLDDONN SCYIE: N.W­. DETAIL— 4-- S' TU' DS L%=4 6LA55 WINDOW5 AND DOORS GENERAL CONDITIONS REVISIONS: ALL 6LA55 15 TO BE INSULATED LOW-E A5 MANUFACTURED BY ANDERSEN OR APPROVED EQUAL UNLE55 OTHERWISE INDICATED.ALL WINDOWS UNLE55 OTHERWISE NOTED.GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION,AIA DOCUMENT-201 SHALL APPLY.HEAT AND POWER 1 NG -15 FINAL PLANS SHALL BE GLAD WITH FINISH CLASS.SUBCONTRACTOR SHALL NOT INSTALL 6LA55 UNTIL PROPER CLEARANCES ARE PROVIDED.ALL 5LIDING OURIN6 CONSTRUCTION SHALL BE PAID FOR BY THE OWNER.THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY.SUBSTITUTION SHALL �I I�_ 6LA55 DOORS,ROOF WINDOW5,SKYLIGHT5,CLASS WITH A SILL LE55 THAN IS"ABOVE FIN15HED FLOOR,6LA55 NEXT TO A DOORWAY AND/OR A5 NOT BE MADE WITHOUT WRITTEN AUTHORIZATION BY THE ARCHITECT.THE PREMISES SHALL BE KEPT REA50NABLY GLEAN AT ALL TIMES. AT THE - I NGL 3-16 AMENDMENT REQUIRED BY CODE,SHALL BE INSULATED TEMPERED 6LA55.ALL CLASS DOORS AND WINDOWS SHALL BE INSTALLED IN STRICT ACCORDANCE COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS,TOOLS,RUBBISH,ETC.. .GLEAN ALL 6LA55 AND LEAVE WORK j WITH THE MANUFACTURERS SPECIFICATIONS.ALL WINDOWS ARE TO BE CAULKED AND SEALED AS PER NY5 ENERGY CONSERVATION CODE BROOM GLEAN UNLESS OTHERWISE SPECIFIED.THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY INSURANCE. L REQUIREMENTS. PROVIDE FLASHING PANS UNDER ALL SLIDERS,DOORS AND WINDOWS WITHIN 6"OF AN EXTERIOR SURFACE. ALL EXTERIOR DOORS ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES.THE CONTRACTOR SHALL FULLY GUARANTEE HIS WORK AND THE ARE TO BE FULLY WEATHER-5TRIPPED.PROVIDE ALL SCREENS AND HARDWARE A5 REQUIRED.ALL 6LA55 15 TO BE FREE OF SCRATCHES AND WORK OF HI5 5UB-CONTRACTOR FOR A PERIOD OF AT LEAST ONE YEAR AFTER COMPLETION OF THE PROJECT UNLE55 OTHERWISE SPECIFIED.ALL h - --" - ------ IMPERFECTION5 AND GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF NO LE55 THAN 5 YEARS. WORK SHALL INDEMNIFY AND HOLD HARMLE-55 THE OWNER,ARCHITECT,AND THEIR A6ENT5 AND EMPLOYEE5 FROM AND AGAIN5T ALL CLAIMS, CONCRETEDAMAGES,L05E5 AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR RE5ULTING FROM THE PERFORMANCE OF THE WORK PROVIDED G4i NO CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES OF 40 DEGREES F.AND FALLING.NO CONCRETE SHALL BE PLACED THAT ANY SUCH CLAIM,DAMAGE,L055 OR EXPENSE ON FROZEN SURFACES.NO ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERMI5510N OF THE ARCHITECT.ALL CONCRETE 15 TO BE MIN. 2,500 (A) 15 ATTRIBUTABLE TO BODILY INJURY,SICKNESS,DISEASE OR DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY(OTHER ----_--- ___.___.-___._ THAN THE WORK ITSELF) INGLUDIN6 THE L055 OF USE RESULTING THEREFROM. - ----- ----- - P.5.1 AT 28 DAYS(EXCEPT WHERE NOTED OTHERWISE). PROVIDE ALL SLEEVES AND FOUNDATION VENTS A5 REQUIRED BY NYS CODE,UNLESS 1+ INDICATED OTHERWISE.ALL FOUNDATION FOOTIN65 ARE TO BE MIN.8" DEEP PROJECTING 4"ON EACH SIDE OF THE FOUNDATION WALL.PROVIDE (B) 15 CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR,ANY SUBCONTRACTOR,ANYONE DIRECTLY OR f 'S TWO#4 DEFORMED BARS CONTINUOUS IN THE FOOTING AND A CONTINUOUS 2X4 KEY BETWEEN THE FOOTING AND FOUNDATION WALL.ALL 4" THICK INDIRECTLY EMPLOYED BY ANY OF THEM,OR ANYONE FOR •2�0 C CONCRETE SLAB TO HAVE 6X6 WI.6XWI.6 WWF REINFORCING.ANCHOR BOLTS IN CONCRETE SHALL BE HOOKED 1/2" X 12"0 MAX,V O.G.PROVIDE WHO5E ACTS ANY OF THEM MAY BE LIABLE RECARDLES5 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. G/,�6„ BITUMEN EXPANSION JOINTS BETHEEN SLABS AND FOUNDATION WALLS. ALL MATERIALS,ASSEMBLIES,AND METHODS OF CONSTRUCTION INGLUDIN6 BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK,FRAMING,NAILIN6, 1�y <-V M PLACING OF CONCRETE,ETC.ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THAT THEY ARE IN ACCORDANCE WITH THE `' ''T' 00 CONCRETE BLOCK DRAWINGS,5PECIFICATION5,APPLICABLE CODES AND 6000 PRACTICE.DEVIATIONS FROM THE DRAWINC5,AND SPECIFICATIONS WILL NOT BE A' O � ALL CONCRETE BLOCK 15 TO HAVE "OUR-0-WALL"REINFORCING EVERY THIRD COURSE.FILL TOP COURSE 5OLID.MORTAR MIX TO BE ONE PART PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE ARCHITECT.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SHOP DRAWINGS WHICH MAY BE I PORTLAND GEMENT,ONE PART LIME PUTTY,AND 51X PARTS SAND,OR,ONE PART MA50NRY GEMENT AND THREE PARTS SAND. NEEDED.ALL DIMENSIONS AND CONDITIONS ARE TO BE FIELD VERIFIED. INSULATION NOTES: ALL EXTERIOR WALL5 AND ROOF-5 SHALL BE INSULATED WITH FOIL FACED FIBERGLA55 BATT INSULATED BY JOHNS MANVILLE OR APPROVED BOILER ROOM ENCLOSURE L EQUAL. FOIL TO BE PLACED TOWARDS WARM SIDE.(THESE ARE MINIMUM THICKNE55): I. THE 6ENERAL CONTRACTOR/OWNER 15 RESPONSIBLE GEILIN6 OF ENTIRE BOILER ROOM/AREA REQUIRED TO BE LL' '`~�c W WALLS 3 1/2" R-13 TO OBTAIN A PRELIMINARY STAKEOUT SURVEY PROPERLY FIRE RETARDED, INDICATING ALL LOT DIMENSIONS,5ETBAGK5 AND GEILIN6 6 R-Iq GRADE ELEVATION PRIOR TO THE COMMENCEMENT OF NOTE: APPROVED METHOD OF FIRE RETARDING ARE THE z FLOORS 8" R-Iq ANY WORK AND SHALL NOTIFY THE ARCHITECT IN FOLLOWING: EXIST.WALLS 3 I/2" WRITING OF ANY DISCREPANCIES BETWEEN THE (A) 1/2" PLASTER BOARDS COVERED WITH I666A.METAL SURVEY AND THESE PLANS. (B)METAL LATH AND 3/4"GEMENT OR I" 6YP5UM `' r,I MORTAR. ELECTRICAL 2. THE CONTRACTOR(5)SHALL BE RESPONSIBLE FOR ANY AND EXIST. DECK (G) ROCK LATH AND 3/4"GYPSUM MORTAR. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND ALL STATE,LOCAL,AND UTILITY COMPANY CODES AND REGULATION5. ALL ALL WORK TO BE PERFORMED AND COMPLETED IN A MINIMUM OF 18"CLEARANCE REQUIRED BETHEEN BOILER TO BE -; EK G-�� _ M CIRCUIT SHALL BE MINIMUM 15 AMP.POWER WIRING SHALL BE MINIMUM 14AW5.CONVENIENCE OUTLETS SHALL BE LOCATED 12" ABOVE FINISHED CONFORMANCE WITH THE AND ENGL051NG WALLS.DOOR TO BOILER ROOM TO BE ONE LEGALIZED 1 W O E I REQUIREMENT5 I PROCEDURES OF THE LATEST (1) HOUR TEST FIREPROOF 5ELF-CLOSIN6 A5 PER BOARD OF 1q,b' - Y r i { FLOOR UNL 55 OTHERW 5E INDICATED.ALL SWITG 5 TO BE LOCATED 36"ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED.SUPPLY EDITION d AMENDMENTS OF NYC,BUILDING CODE 5TMOARDS AND APPEALS APPROVAL.ELECTRIC LIGHT TO - EX, 1^..T., RECOMMENDED LAMPS IN ALL FIXTURES. (5),LOCAL LAWS,ORDINANCES AND AGENCIE5 BE PROVIDED WITHIN BOILER ROOM.OIL BURNER REMOTE I-5TY �'� ►—+ ETC.HAVING JUR15DICTION FOR THE PROJECT CONTROL SWITCH MUST BE LOCATED OUTSIDE BOILER ROOM. E O FRAMING AND ROUGH CARPENTRY 5HOWED HEREIN. NO STORAGE PERMITTED WITHIN BOILER ROOM. 1.4' 13' ,__- L�,. F-T.W1 3.THESE PLANS COMPLY WITH THE SEISMIC CODE FJ JOI5T5 RAFTERS AND STUDS SHALL BE 15%CONSTRUCTION GRADE DOUGLAS FIR 1350 P51,25%COMMON DOU6LA5 FIR 1200 PSI.ALL WOOD MECH.NOTE33' EXIST. REQUIREMENTS OF L . :L 11/g5.CONTRACTOR TO VERIFY AND 2-5TY Z '> SILLS AND WOOD IN CONTACT WITH MASONRY SHALL BE GGA TREATED.ALL EXTERIOR SHEATHING SHALL BE I/2"COX DOUGLAS FIR PLYWOOD FOLLOW ALL REQUIREMENTS OF LL I'IA5.ANY DISCREPANCIES PROVIDE MIN.CLEARANCE OF `y r- z EQUIPMENT AS PER R5-14-15: NAILED bD a 12" O.G. AT E06E5,60® 8"O.G.AT INTERMEDIATE BLOCKING POINTS.5UB-FLOOR5 TO BE 3/4"COX PLYWOOD NAILNa ED SD 6110.0. AND/OR OMISSIONS ARE TO BE BROUGHTMIN. 18" TO THE FRONT,b"SIDES 8 b" REAR. RE5I0. EXTERIOR SHEATHING TO BE COVERED WITH "TYVEK" HOUSE WRAP OR APPROVED EQUAL.ALL NAILS,BOLTS,RODS,STRAPS,J015T HANGER5,AND ARGHITEGT/ENGINEERS ATTENTION 0 22 2 OTHER FRAMING HARDWARE TO BE HOT-DIPPED 6ALVANIZED.DOUBLE UP JOISTS AROUND ALL OPENIN65 AND UNDER PARTITIONS.BLOCK SND WALLS AT I/2 STORY HEIGHTS AND AT ALL UNSUPPORTED EDGES OF PLYWOOD.ALL GAP PLATES TO BE DOUBLED AND NAILED IOD® 18"O.G. AREA OF �'''°,T' k.° L.xu `� REMOVE EXIST. GONG. TABLE 10-4 fJZ\ICING SCHEDULE j>'v ; ,'; : :K✓; Z,10 NAIL NAIL BOTTOM GAP PLATE TO END OF 5TU05-2/I6D.LAP GAP PLATE5 AT CORNERS.TOE NAIL JOISTS TO GAP OR BEAM WITH 2/160.WHERE FLU5H PROPOSED �' ' ' ' .r '. :`; ,.. o ------- WALKWAY 4 PROVIDE Z FRAMING OCCURS,USE MIN. IbGA.SHEET METAL JOIST HANGERS BY "TECO"OR APPROVED EQUAL.ALL CORNERS TO BE MINIMUM I/2X4 STUDS F-1 LD °J G E L E 11 E N T r1'I1_ TYPE fJ U P,n B E F' AND DIS TRI3 U-ICN 2-STY. ',x; r,.e ,,, NEW STEPPING STONES NAILED IbD e 24" O.G.ALONG THREE FACES. HEADERS SHALL BE MINIMUM 2/2X6 UNLESS NOTED ON PLANS. MINIMUM BEARING FOR 5TUD5,J015r ADDITION ;ry ,,,, , _. 12.4. : STUD TO SOLE PLAT- C0\'VIM,]-TGE-`JAI'_ 4-8d >' ,; AND BEAMS SHALL BE 3 1/2".USE DOUBLE JACK STUDS FOR HEADERS OVER FIVE FEET IN LENGTH, ►- 3 3' `>13.0'. 1 u�i 21.3' STUD 1G uAP PL�TE co�Il��^I-END-rJ I�,_ 2-1Gd AREA OR PLUMBING GOL'B_F 7 �_ d n ro FG c � �„ ,�ICFJ—GR^�•, G� 12in C.C. � 1[.I ZOinO.O, C�.�, PJU' TTUDJ �L I�IC _ - CONTRACTOR SHALL INSTALL WATER SUPPLY AND SANITARY SYSTEM A5 INDICATED.PROVIDE HOT AND GOLD SHUT-OFF VALVES AT ALL _ L"' od 30ir O.C. w PROPOSED W , 1 FIXTURES.ALL WATER PIPING TO PITCH BACK TO HOT WATER HEATER.WASTE PIPING TO HAVE CLEANOUTS AT ALL CHANCES OF DIRECTION AND SOLE PLATE TO J01ST OR B L0"I I JG C ONI IC J 3d 16ir• ICJ.C. } 2ND. FLOOR [ � ►-� � AT BASES OF VERTICAL WASTE5.USE 4"CAST IRON THROUGH FOUNDATION WALL PITCHED MIN. I/8" PER FOOT.TRAP WASTE SIZES FOR FIXTURES D UP-r ( AP F LAI= C 0�1f.1C I-CIREC- 16d 24,it 0.0. 1 OVER STOOP "0' PROPOSED C"r' FATE L,'PS COi11P�C"1-DIREC- 3-16d SHALL BE A5 FOLLOWS: w j DRYWELL M— FIFtE'IC)IJ STRIPS, 6 in. OR LESS C'O\'PICI"1-GIREC- "Od EAC BE R' NG `p DISHWASHER 11/2" SIFT ., CAT 6 in. COtJPJCfJ-DIREr'- - LLI FI[_1BIOfJ c 3-" _d _.A, H rEAnIP"1= KITCHEN SINK 11/2" FOOF PAFTER TO PLATE C O�IMCPJ-TOE-f"IAIL 3-16d v - L.. __ LAVATORY 11/4" PCOF P.AFTER TO jDC- C1,TWACN-TGE-PJAI'_ 2-16d O c� SHOWER 2° J=CK R/,PTFE' TO HIP CO\J^�Cf•J-TGE-:"LAI_ 3-1C!d R cq ALL SYSTEMS TO HAVE ONE 3 MAIN VENT STACK INCREASED TO 4 THROUGH THE ROOF.PROVIDE FR05T-PROOF HOSE-BIBS A5 INDICATED ON L GO R JOIST TO ES (n o c e i r c ;o st) C O L1 P1 C N-D I R EC- 5-10 d 0 F -1-16,1 TOILET 3" " FLOOR JOIST TC ST'JCU Iwit'n ceili g joist) C0N11ACN—CI E_C —101 23072' _- Rc PLANS WITH EA51LY ACCE551BLFLOOR JOIST TO SILL CGIRDER C0�1fICiJ—TGE—NAIL 2-16d E DRAIN-GOGKS.THE WATER SUPPLY AND 5EWAGE DISPOSAL SYSTEMS SHALL COMPLY TO THE APPLICABLE N 07�5515011 W 50.001 G,OJB-E-JOIST TO JOIST COPe1MCN-C'I EC- d-STAGGERED AT 16in COUNTY DEPARTMENT OF HEALTH STANDARDS AND REGULATION5.APPROVAL OF ALL PLUMBING MUST BE OBTAINED FROM APPROPRIATE LOCAL T r, r n - C, -) c ,•( �i ' LC SEF; S RIP U N-CI SLC 3-1 -d AT FAC H IST I AUTHORITIES PRIOR TO CONGEALMENT.PRIOR TO ORDERING,CONTRACTOR SHALL GUTS OF FIXTURES FOR OWNER5 APPROVAL. IN TI.1E EVENT THE CEILING JOIST) TO PLATE C'O ^."ICN-TO'_-I UaIL 2-1 Cd OAK 5TREET �� OWNER CHANGES THE CONTRACTOR SHALL CREDIT THE OWNER FOR THE FULL SUBCONTRACTORS COST FOR THE CHANGED UNIT. C EILING J 0I,..T S, IC' EVE,( R. F I_E R 0 C N- I E SEE TAP-- F 0 L L C'l S I N le CI.ILIfJG JOISTS (LAPS OVFP PARI1 I'Ci'1 CC\1VCfI-DIRE('- 3-16d ASPHALT ROOF SHIN6LE5 ) =� REQ- FLOT LA 1� CGLLAR BF/" ; CO\1!/CPI-DI�1�< <1-10:1 N a ,-.-"�� ALL SLOPED ROOF SHINGLES SHALL BE GLA55-A ASPHALT ROOF 5HINGLE5 OR APPROVED EQUAL.SHINGLES SHALL BE APPLIED OVER 15# B F I D C I f J G TO _101-TS & PANT E R S C O n''!C f 1-D R E C- 2-8d EACH E'1 D .•--- - _-. ___ .- _� -. ,-. -__W- �, °03 1731 �Q� ASPHALT FELT WITH 6AF-WEATHER-WATCH ICE AND WATER BARRIER APPLIED AT EAVE5,VALLEYS AND FLASHINGS. ROOFING TO PROVIDE ALL B FIDGII1G TO ST(,DS OR TOE -1 O.d EACH END 1" _ 20'-011 FLASHING NECESSARY FOR A WATERTIGHT,WEATHERPROOF JOB.ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH THE MANUFACTURERS G N,=,L 3 R.'O"= (:o stud ?,, b r^ace) l-'-EEC- 2-8d EAC-' RF/IrINS SPECIFICATIONS.CONTRACTOR SHALL SUPPLY COLOR SAMPLES OF THE SHINGLES FOR ARCHITECT'S AND/OR OWNER'S APPROVAL,PRIOR TO TAI_ BEAMS TO H"AG=PS (when rolling C'CW/C"J-ENC 1-20d EA'_:H 4spft. =LOUR THIS IS AN ARGHITEGIURAL PLOT PLAN WITH INFORMATION DERIVED FROM A PROFESSIONAL SURVEY INSTALLATION. pern,ittedR'=,. PERFORMED BY JOHN 6ALLAGHER, LAND 5URVEYOR, DATED AUG. 27, 200x. HE,DER BEAUS TO TRIP/ERS krh n nailing ODVVCfI-END 1-20d EA,,H Rsa`t. -LGOR SGTM#: 1000-156-1-51-1 ZONE: R-40 GYPSUM WALLBOARD p-mit.ted) -R=A GYPSUM WALLBOARD APPLICATION SHALL BE TAPE JOINT SYSTEM.ALL GYPSUM BOARD TO BE 1/2" ON WALLS AND 1/2"ON GEILIN6 UNLE55 1 in. Si J E rLOO R I r I G (6 i n. or less in Md t h) C 0\I M C I J-D I P EC- 2-8d EACH J 01ST OTHERWISE INDICATED.FIN15H JOINTS,J-BEAD5,NAIL DIMPLES,CORNERS AND EDGES SHALL BE TAPED AND RECEIVE THREE COATS OF JOINT 1 i n. C i.J B FLO O R I I J G (mer F, i-. i width) C O L1 f✓C`!-D R EC- 3-Ed EAC H J 01ST COMPOUND.ALLOW 24 HOURS TO DRY BETWEEN GOATS.FINAL GOAT TO BE SANDED SMOOTH.METAL CORNER BEADS TO BE USED ON ALL OUTSIDE 2 i n. S.J B F'_0O R11J G C ^+PI C fJ-DIRE;;- 21-2nd EA -J .OI c,T CAST IRON INLET GRATE GRASS SWALE AREA `-- CORNERS AND AROUND ALL OPENINGS.ALL WALLS AND CEILIN65 OF ALL 6ARA6E5 AND MECHANICAL ROOMS TO BE SHEATHED WITH 5/8"TYPE-X 1 i n. 1'I-L[_ SH EA.T-' N G (Fin. or less i r w idt h) C O N1 M C N-D I R EC__ 2-8d EACH STUD k FRAME GRASS SHOULDER AREA ►7"' FIRECODE SHEETROGK.5HOWER AND TUB ENGLO5URE5 TO BE LINED WITH 1/2 WONDERBOARD.ALL OTHER BATHROOMS AND LAUNDRY ROOMS TO i n. 1,-,LL S H EAT-i I N G (over 8 in. in �v i d t h) C O N1 M_N-D 1 R E C- 2-8 d EACH STUD FINk GRADE ---- - - - ----- �RNk GRADE HAVE 1/2' HATER RESISTANTSHEETROGK. �LYV;uOD SHEATHING FL SUBF'._OCRIII] C,]MMCN-DIFEC- 1 in. ~'OOF SHEATHMS (6 in. or less it 2-8d EACH RAFTER 1 ---- _ N PRECAST CONC.DOME NYS,ENERGY CONSERVATION CODE h) I r r, - I MIN. a LEATHI"I' (r,vEcr 6 in. it widt-, OR ,,:�SI,.,N-DFFcT 3-8d EACH RAFTED IN _ PRECAST CONC.DRYCL RING ALL WINDOWS SHALL HAVE AN INFILTRATION RATING OF 0.5 CFM PER FOOT OF OPERABLE SASH.ALL SHI1vT ES, 11/0'3D r,, c r ES c- E p;'0,1 O B & ; ,;= G I I �1 aDRYWELLCkCULATIONS O., ,U N—R I'l_ E A I,' 'B 1 FIM ACTUAL NUMBER OF RINGS) " SWING TYPE AND 5LIDIN6 CLASS DOORS SHALL HAVE AN INFILTRATION RATING OF 1.0 GFM PER SQUARE FOOT OF SUPPLY DOOR AREA.ALL /E r, I I,...AT..ER BOAPDCdG CO\1,JC�I—�ES� IJE � 8d EACH BEA�'IIJG �( ��� �j � ►� � HEATING EQUIPMENT SHALL.MEET THE EFFIGIENGY STANDARDS OF THE NEW YORK STATE CODE.THERMOSTATS SHALL MEET A MINIMUM REQUIRED �DOME(S) \ 1 %2 ir. FIE ER:)GARC S!1EATHIPJ'G 1 1112" GAt VAfJ.RuOFUG NAI_ TABLE RS 16-18 SIZE OF VE RTIC LF LEADF RS 1 -- --� _... I �� n 1 RANGE OF 45-14 DEGREE5.DOMESTIC HOT WATER SHALL BE EQUIPPED WITH CONTROLS TO LIMIT HOT WATER TEMPERATURES TO 140 DEGREES 6d C0 1'IOPJ I;II_ G A. CAL\ PULSED - c 3 in. C.C. O,l ALL EDGES & 6 Dia',+ET C _=a_Ep of CC�IDUCTC, 'ri rFI, M1W:r %1 reap_CTED PCoF _A (Egtt.; FAHRENHEIT.ALL NEW CONSTRUCTION SHALL CONFORM TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE 200q. G AP LE. i n. C.C. AT OTHER B EA.P 1 N G S 1 �, ® _8 I"J. L O P J G, 7/16" 2 ` I W 5MOK CARBON MONOXIDE DETECTOR NOTES: O R C! ! F a o' I.DWELLING UNITS SHALL BE EQUIPPED WITH SMOKE DETECTING DEVICES RECEIVIN6 THEIR 23/32 n. FIE ER3OARD SIZE-, I-.LNG 1 3114" GALVAN.POOF INC NAl_ _ 6F.F, PRIMARY POWER FROM THE BUILDING WIRING AND THEIR SHALL BE NO SWITCHES IN THE 8d C OP,1f/G^J NAIL .T.- ; 7� 1 e-O'OUTSIDE DIAMETER 1 J 6 GL. Gr,l\-�. , " STAPLES, ., `- 1 �+� CIRCUIT OTHER RHAN THE OVERCURRENT DEVICE PROTECTING THE BRANCH CIRCUIT. 1 1 GA. LONG,J' E STA R E f l i. C.C.C O.��THER BDEAPIf JG GES r F). �, LINE WAIER� — _ _. ._ -_ _.--.-.- — ---_- — - I- Z CAT (: - u�� � 2.ALL SMOKE DETECTING DEVICES REQUIRED TO BE PROVIDED AND INSTALLED SHALL EITHER 42.-.' c�tARMATERIAL _ M BE ACCEPTED PURSUANT TO RULES AND REGULATION PROMULGATED BY THE COMMISSIONER, c n. G P:, 1f�BGAR) HEATHI\S 1 1/2' CIU'""fI.PCOFIN� NAI_ �- 2. Z APPROVED BY THE BOARD OF STANDARDS AND APPEALS OR BE LISTED BY A NATIONALLY 1 1 GA. 3/ TO 7/1 C" HEAD � v c F UNDERGROUND SAND do GRAVEL STRATA _rc Z in. C.C. OiJ ALL ECCE� 8 RECOGNIZED INDEPENDENT LABORATORY THAT MAINTAINS PERIODIC INSPECTIONS OR PRODUCTION G GA. CAI_\'=NIST=D STAPLES, in. C.0. A,T 'ETHER B EA.RIfJGS �i Of ?� OF L15TED EQUIPMENT AND W405E L15TING 5TATE5 THAT THE EQUIPMENT MEETS NATIONALLY 1 1/2" LOfIG, 7/16" C POW1 p p RECOGNIZED STANDARDS. TAH [ - RS '16-11 -0 SIZE OF ROOF G U T T E R B D}��[/�[E L L DETAIL E T A I 3. NO DEVICES SHALL BE DEEMED TO BE IN COMPLIANCE UNLE55 IT 15 OF EITHER THE IONIZATION MAYWILIV PROJEC-ED ROOF %F'EA POF' CUTTERS OF VA.P.IOU`_� ' ` +' � !.- CHAMBER OR PHOTO-ELECTRIC TYPE.SUCH DEVICES SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF REFERENCE STANDARD R511-1 r T SLOPES CEILING J, IST JAI-I NG TO EVERY RA ER (I'Jun ;cr o 16d nails) -i,�E -F )/); IJ. c-LC-E 1/ A. s_o E 1�} r� S_orE 1/2 I I. S_oEE NT5 date: A 4.5MOKE DETECTORS SHALL BE LOCATED WITHIN 15.0 FT.OFF ANY BEDROOM(MAXIMUM). OF -,UTTE ,, F-., F-) (SC. F-' F. 5.SMOKE DETECTORS TO BE HARDWIRED AND INTERCONNECTED. SLOPE OF PO'_-_ 4/1 ' 5/12 C/i.? 7/12 9/12 12/12 DRAINAGE CALCULATIONS •...•..•.............. 44 192 ? 2 '' USE CARLSON PRECAST DRYWELLS OR APPROVED EQUAL D ���0� 6.CARBON MONOXIDE TO BE PROVIDED A5 PER CODE TAE3 c 1C. (in.; 16 r 24 C 24 16 24 2?S 4r�? `?- °r BASED ON CONTAINMENT OF 2' RAINFALL IN 24HR PERIOD D ": ' IaA"a RAFTER PT. IJG, 24 1 �4 24 16 - L R301.2(I) r -n DRYWELL CALCULATIONS (FRONT ADDITION OF HOUSE + PATIO) r� c1hrr-irc noo- ' GL_IM�4TIG AND CEOGR.4PHIG DESIGN GRITERI?. liIDT OF BUI DI'JG :-- y --r I D J azo 2,220 APR �C31i r GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER LGE SFfIELD UPTO 2'4 F T ............... 5 8 4 7 3 5 4 3 3 3 3 ' 2, 2'') T,,i AMOUNT 2" RAINFALL COEF. C.F. sheet no. 3 E 3 4 3 3 )o .. - BUILDING ROOF 925 2/12 1.0 154.2 ]BUILDING D SNOW DESIGN FR05TLINE DESIGN UNDERLAY- FLOOD 2'L ' `'')� G'4ag TOTAL CUBIC FEET REQUIRED 154,2 E", LOAD SPEED(MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. MENT HAZARDS 2.4 Tu FT 7 1 1 6 9 w nn E,C°,C n C TOWN OF SOUTHO REQUIRED PROVIDE: (1) 8-0'0 x 4-0'SECTION = 168,9 CU FT, 45 P5 110 G SEVERE 3-4' M-H S-M 13 YES 1-25-18 SUT1-RS I)TF-EH THA^I SE1;1CPC.' A,' P DE WHD FEc:' _E TH')' H�,/r THE SiHIE 9 REVISIONS: 2" F G PAD NG'_1-15 1 FINAL PLANS NG 3-16 �AMENDMENT -- ---- -LINE Cr- DECK 4"x4" AGQ, WD. PO5T5 -- - j ----L------- - ----- _- ABOVE ON. TO 12" DIA. x °6" DEEP P.G. PIERS _ I �-^-------- ------- - -- --- ----- - -- -----._ j� --.... - -- -- --- ---- - -- -- -- - -- - ---- - - - --- ---------- 4WACO.BM -4k4'AGQ BM 4'x4'AGQ.BM 4'x4'ACQ BM. t_ ,,':'MI" HT FAILI 5 M�X e.rr1: i E-T.F•.r111 OL EXIST. DECK 0 44'AGQ.BM 4'x4'AU>t BM 4'x4'AGQ.BM. 4'x4'BM. o o Q 01IrW00 cr, 2'x8'K4.LEDfM BOLTED ------------ EXS -- j EX-ST-._UNIT EXIST.5LD IN6 DOOR EAST.UNIT -- MAX,M!h; HTEII.'N F/ILC. :0 3a EXIST.ROOF _ DEGK d3 ( / EXIST. "x6" F.J. ' LIVING RM ; 1. 016"00 UP I oo Ib"O.G. ' ---- 1 w i _ _ EXIST.5Tt3].I-BEAM EXIST.SLID N6 DOOR ----------- ___ EX15T. F.J.TO REMAIN /J EX15T. F.J. TO REMAIN I I " " \ 1 I O ►-� EXIST. F.J. TO REMAIN 2x8 FJ I6 REMOVE EXIT. SPIRAL � 4p I I STAIRCASE :N OL05E - _O OPENING A5 REQ D. c~. I I � IC�/ .,. EXIST. L/�. G�LLAR ' BATH \ EXIST, , /j EXIST. F.J. TO REMAIN EXISTING FOUNDATION TO 00 N'b ' REMAIN N ,� ` ---, m t, EXIST. R.R. EXIST. R.R. Q" I �f1 ca �y �� PANTRY _, ' I � (J I j F-1 I m DBL F J. ----- EXIST._ _ II O � EXIST. BI-FOLD 5 I 1 `x' ' ! 51 TT I N6 RM 0 116 � t/I I LLJ -PROVIDE NEW 5TA'.RGASE VV/ a ! /x= - G RBON `( j I EXIST.SKYLT. \ I I` M _. �- li _ [ -: MO X./5.D. I m SMOKE ' MIN. 56" HT. RAILING W/MAX, I- - k- (I f '15 GFM �, - EXIST. j DETECTOR i 0 P I 4" /PAGING BET. RAIL5 - GUT j p' t�i -__. }} �X, © KITGH�N 1 1 EXIST. F.J. AS REOV. 1 is cr - - - ----1 -- is - - FAN v (2)2'x8" i r ------ „ 4"xb" 5TRUCT. POST. t� �n DBL F.J. ' U i \ 3-2 0 GOLU 1N 5,_2n C ! POST FROM ABOVE TO i ON. T DBL_RR — T I-- --------- Q „ F r n FIvDN. B�EOW I I BELOW � _\ `r ! I GR_135 I G 12 —,.- (2)2'x10' (2)2'x10" (2)2'x12'HDR ' ______ CLOSE (2)2 HDR SMOKE I I (2)2'X8'HDR (2)2"XS"HDR 75 GFM 4'O"FRENCH DOOR (2)2'X8" #5 / I 1 I DETECTOR -- \2'0"x6'8" ^1 �„ P �� PROVIDE (3) KEBABS W, ,' EPDXYASREQ'D. 2^On ' ,�E �'7I �X� `-` UP CARBON �" ' _lNm PROVIDE I n / , - u`, 1 - � �' / I I ►- \ G L-, , NEW 2x8 F.J.0 16 O.G.- °.� o FAN 2R MONOX./S.D. - I -' n „ LIGHT l 1 r- I 4x4 P05T5 _ `r ?� $ I, '—'- I I— 1 GL. \, lfl / N 111 / r----------------`_----- 4 JL WALLS A5 / I ! NEW 2"x10'FJ.o I6"O.G. X NEW 2'x10"FJ.o Ib"O.G. I (TYPIGALI I DBI..F.J. ! �' �` � i` i I 1 --- ---------�_--- \ �, -- --===- - - -- '7--� v 031 O� (PROVIDE BLOCKING BET.J015T5) \ // - ' ,/ � ---�4,i M.A.��,.r;�..Ih` I F ,� I I I I rA ( r�llal I,�.-- — - F NE`�, s' I 5 1/2" DIA. 5TL. I SMOKE d I ,I LALLY COL. i I _ ii rs \_ OPEN TO ABOVE -- _ --_.... I, cv I ) DETECTOR p ' ---- - - I A N ,HORD TO I _ f ,. .t th I I I 24"x24"x12" DEEP (� = I I °d' 111• $ -\ / p i I m -% ( F w - n N�'TREAD - " I P.G. FOOTINGS I r v � -_-- . STAIRGA.._ �MIN. -- PROVIDE I o 36" HT. RAILING A5 TEf"ERCD GLASS - � REQ D, (AS SER 1I !._._._- ---- { AT�,,HE5E UNIT5 TO _ _ I LOFT / - 1 n r_ „ �, O / O i4.lEn /// I - -';�((i !0 3 00".7LY WITH NYS �o Q ( �' I -1 I I 8 IDE X36 DEE, 1 ui RELOCATED I / `� - n , - v d d in ti 10'-0" X la'-2" --- a ( I I P.G. FOUNDATION iv / \ - - - I G� ZI R�08, c v cv O NEW CELLAR L I ' BEDROOM $ z HAL- TO 24 !n.DE x F-:, <r NEW 2"x10"RR.o I6'O.G. 1:. \ RE kUIREMENT5 <v = ' 1 �� ,1., \ 1 i I '" \ 8 ECP P.G. ► FO INC __—_—DBL.FJ. (L = `� ------ __ -- ;r. - n u . - Mtl•'-NT F'^il'NG-.. r (- NEW 2x10 R.R.o lb O.G. NEW 2"x10"F.J.® I6'O.G. NEW 2"x10"F J.o I6"O.G. m ` i q m I _;z 1 m / (PROVIDE BLOCKING BET.J015T5) � 4"x6" 5TRUGT. POST. ,! ►� ,� 2-'-4-" {'I, DN. TO COLUMN I ( U '.•' GL..- . \ I II BELOW f� , _ ----- ----------J ( i. _'h� ` FIXED PANEL , I, m 1\ � I i r=_�N--_—_—_—___==J I P05T FROM ABOVE --- (2)11/Z'LLLJJJLVL.HDR , , 5I TTI NG AREA P05T FROM I `I• (2)2 xb AW. I - 5� AN H R N i I BOLTS G O. ED DI . TO 1 I ABOVE I 1 ' $ FOUNDATION- I - t'` I I oc " *' ! I o 24 O.G. u.. _ od ? LTJ "ter i N `c; x Q ,L------------------ _ )13/4'x'11/2 LVL.FLU5H BEAM ry (2)1 I/2 LVL.FSR _ (2)2'x8'HDR (2)2'x8' r, .• ti _ VL HDR :': 2x10 AGQ BEAM . m 2 YI L N ( ) /2 (3 HDR —------------------- ---� -- ------- ---------- -------- L_� - — __ --- ------ _ - r - - --_ — - --- - - - -------- — w AR 251 A 5 55 4"xb" P05T ON. TO L) P 4035 GW 15 48'FLEXIFRAME 30"FLF.XIFRAME � ) FNDN. AR 41 TRAPEZOID TRAPEZOID < z 6 xo AGQ. P05T5 N' 13-O' 12-5 6 xb ACO. POSTS, GALV. P05T ANCHORS BLOCKED OUT TO 10'-2" ON. TO 12"x12"x36" _ " FYI S - „ 12 x12 LOLL INa W/ DEEP P.G. PIERS TO CEDAR VENEER TO 25'5 24"x24"x5" DEEP P.G. MATCH NrW 51DIN5 ON date: PIERS HOU,---E- NOTE- OUSE NOTE ALL WINDOW PRODUCTS TO 13E'ANDERSETN'PRODUGT5,WITH TE:PROVIDE RADIANT HEAT IN ALL NEN FLOOR SYSTEMS. `LOW-E4 FilA55.EXTERIOR FINISH t HARDWARE AS PER OWNER, HURRICANE%HITTERS TO BE PROVIDED 4 STORED ON THE PRDC-515. FOUNDATION FL=AN FIRST FLOOR FLAN SECOND FLOOR FLAN sheet no. - EXISTING - PROPOSED - u - - Il4"=I'-Q" - EXISTING ? + -- PROPOSED __ - TO BE REMOVED 1/411=I 1-011- �y� - EXISTING EM- - PROPOSED _ - TO BE REMOVED -- 1/411 I1-O I p NEW 50. FOOTAGE AMMOUNT= 515 NEW 50. FOOTAGE AMMOUNT= 660 -61 (OPEN AREA) = 515 REVISIONS: NG 1-15 FINAL PLANS ---� NG' 3-16 JAMENDMENT RAISE EX15T. CHIMNEY A5 I REQ'D. �v 12 i II II 12 �2 1111111 HIM I I PROVIDE NCH VENTED j ! j 507IT5 d ALUM. GUTTER j LEADER 5Y5TEM A5 - � M c ( j --— 00 ! It 6" CEDAR SIDING -- ".-- ! ! A5 PER OHNER I `p - I I I � W I !di 1 i f i f _ APPROX. GRADE HII � Hlll I HHH , . . . j (VARIES) - ". . � i'1`7 I I !-- LINE OF N'-N ' ! FOUNDATION ! 1 I { ---- L_ _J I O - - --- - - -------— -- ——- ! FRONT ELEVATION � SIDE ELEVATION - 5OUTH 51DEIt I-oil z 1/4"=1'-ON ►-� W GA � H � O RAISE EX15T. GHIMNY A5 NcO��� ®q VIN 1T f-- ! - -- -- I PROVIDE NEN VENTED j 5071FIT5 # ALUM. GUTTER ---- I LEADER SYSTEM A5 ! j I I 777-7------- --- I C NEW 6" CEDAR SIDING I A5 PER OWNER j LI_ _ I ! � a APPROX. GRADE - EX15T. AGQ. Li J w (VARIES) FRAMED DECK W 7 36" HT. RAILINGS d Q 5TEP5 TO GRADE Z O LINE OF NEN m W W I ! I FOUNDATION Q Z 0 O LINE OF P.G. L _.I I_� l—J I -- ---- ------ -- — --- PIERS date: F..,)E ELEVATION - NORTH 51DE urs ­., r-'•1i€-rr4;'- nit^d I/411=I'-O" sheet no. REARELEVATION FASTENERS, HANGE75 AND TIE-DOWN CONNECTORS THAT COME IN CONTACT WITH A.G.Q. TREATED LUM3ER MUST SE DESIGNED FOR SUCH REVISIONS: U5E (CHECK MAN'JFAGTU'2ER5 5PEGIFIGATION5) — Simpson Strong-Tie NGI -15 (FINAL PLANS 2"x10" R.R. a 16' O.G. W/ ROOF FRAMING pOU1:3LE TOP PLATE x+2,5 --- R-30G INSULATION, 3/4" COX NO 3-16 !AMENDMENT FLYWD.,(2) LAYERS MIN. 15 LB. ALL FASTENERS IN DIRECT CONTACT WITH A.G.Q. OR WOLMANIZEp 2"x10" R.R. a 16" O.G. 12 _ 2"xC KNEEWALL-FROVIDE BLDG. PAPER, 5TAGGERED, LUMBER MUST BE "ZMAX/HDC" GALVANIZED C? 5TAIN!_E55 STEEL j 3 v CONTINUOUS FLASHING A5HPALT ROLL-ROOFING A5rl p u r I H -_--°°I -- -- - - - --- -- 12 R!EQ'D• - I -- ----------- -- --- -0 2 PROVIDE SNOW 4 ICE SHIELD 24" UP FROM EDGE OF EAVES !� GRIFPLL'5TUD5 I ---- ---- -- - �- ---AS REQUIRED 2"xb" G.J. c 16" O.G. - JACK AND KING STUDS TO BE HEADER I--------.----- _...-._._------_-.---_--____-- TEGO TO BEAM L(3) 13/4"x14" 5TRUCTURAL RIDGE I'll/ STRAFE ED WITH I I/4" 20 GA. GAL V (2) II I/2" 5%. FL. PL., BOLTED C 2451RAPPING. 12" MIN. ON STUD FULL �� - - --- 2"x6" c 16" O.G. 1/2" GYP. BD. O.G., 5TAGGERED, W/ 1/2" DIA. BOLTS BEARINS ON HEADER Q PROVIDE I/2" FLYWII. SHEATHING 24 VENTED SOFFITS W/NEW TAV F.J. c 16" O.G. - LOFT t 1/2" GYF. BD. AT 2-5TORY WALL ALUM, CUTTER a LEADER PROVIDE RADIANT I SYSTEM HEAT HEADER 5TUD5 FULL LEN5TH WALL STUD w cv 2'x6 WALL c I6 O.G. W/ R-11 i ` lO OO --. w IN5UL., 1/2" COX. FLYWII., TYVEK BLDG. WRAP, I" RIGID r_ INSUL., NEW ( SIDING 2 x4„ © I6 O.G. - - W. 1/2” GYP. BD. �j1` - _-1" 1 1/4" 20 GA. GALV _ STRAPPING 12" MIN. ON 5TUD , I � NO U. LIFT GONNEGTO_ (�� • - �? RELOCATED = - L! REQUIRED LU528 Simpson Strong-TieBEDROOM L 2x10 F.J. 0 I6 O.G. - TVM�/11�2"x10" F.J. c 16" O.G. W/R-30 GE MOU� T HA� OE PROVIDE RADIANT IN5JL. 4 3/4" PLYWD. 50-FLOOR,HEAT------- (ALIGN W/ EX15T.) PROVIDE t—N w 5TRON5-TIE (LU5) SCALE:: N.T.5. RADIANT HEAT I LU526, LU525, LU526-2, LU528-2, LU5210, LU5210-2 [� / PROVIDE 2"x6" AGO. PLATE W/ (2) 13/4"x II l/8" LVL. BEAM 5/S" ANCHOR BOLTS c 36" .-, O.G., 12" FROM CORNERS O ) TYF I GAL FRA1� I NO AND UFL I FT w NEW CELLAR APFR'OX. GRADE (VARIES) C.,ONNEC.,,TlONS FOR 0 N IN`l _ O ~ 4" P.G. SLAB ON GRADE W/6x6, 10/10 &" W. x 36" DEEP P.G. 0 SCALE:: N.T.S. W. HIRE MESH - ALIGN W/EXIST, FOUNDATION W/ 16" WIDE x 5" DEEP P G FOOTINGOTE: _F �UPLIFT CONNECTION 15 REQUIEs'.ED AT EACH END OF HvADLR AND AT ° BOTTOM OF HEADER 5TUD5 IN ADDITION TO CONNECTORS AT WALL 5TUD5, ANII AT TOP AND BOTTOM OF GRIFPLE5 CORNER 57JP CONNECTED ° ° �C� l— S E G T ON`i, I /` I TO TRANSFER SHEAR HOLDDO WN 114 11=11-011 TRIMMER STUD(5) 1 � COLUMN 11! 2 - 16d COMMON SOLE PLATE NOTE: PROVIDE '51MP5ON' HURRICANE TIES ® ALL CONNECTION5 5HOWN ON DETAIL5, A5 REO'D. BY CODE. FRAMING ANGLES 1 �y NAILS 0 6" o.c. --RIM BOARD ° `-51LL PLATE SOLID BLOGKIN5 THAT EXTENDS I// BEYOND GOLU`"N/TRIMMER WIDTH 15 REQUIRED IF COLUMN 3' ��_i BATH ANS TRIM°'lE STUDS DO NOT EXTENII TO SILL PLATE W I I U4' I I 'BLOCKING PANEL AS R OUIIF.ED E—+ ' I I 1 YIG. 17 M I TO M 11 uv - i 4 � 3 GOLUI� N AT EX7EF,I OR NALL _� G.O. SCALE:: N.T.S. EX15T. _ 1 1 1114'I BATH V w,c. LAV DA I KIT. 1 LAVI Kf,. 12' MIN 12" BEARING ON Ti1B 1 1 5H r?? � IsmF I 1 5TJD FACE �tY ?G Cx Z' 4' 3' EXI5T BE HOLDDOWN gj w, l ` ` TO BL INaTA-, LED �_ � ;!• c s WASF�R \`1 ''o �` C I6" o.c. '?1737- O .�' C \ to 0 Simpson Strong-Tie ° ° SOP N{!`N_ FLOOR TO � LOOK GONNEGTIONS / C T �, 4 \ / 51MP54N 5TRONG-TIE (0520) INS ALL C I6 O.G. TO 4'TRAP/F.A.I.TO EXISTING SYSTEM //l - Simpson Strong-Tie f / : ( 5TRAFFING TO BE 1 1/4" GALV. 20 GA. COIL STOCK. ALL STRAPPING TO BEAR A MIN. OF 12" ON FLAMING. C HURR I CANE GL I F NO SCALE STRAPPING �^I 0 STRAPPING TO RUN ONTO RIM J011-57 AND WRAP UNDER MUD SILL AT SHEAR Y BALL HOLD DONNS z SCALE: N.T.S. FOL'NIIATION (ONE STORY) OR ONTO STUD AT WALL WALL EE-LOIN (TWO 51Mi'S0N STRONG-TIE (H2�) STORY) DETAIL- 4 STUDS H2.5 INSTALL c 16" O.G. W SCALE: N.T.S. '-- TOP PLATE 1,211 ENDWALL G MIN. HOLDDOWNS ARE REQUIRED AT WALL STJDNOTE; !.° THE EN:) OF EACH SEGMENTED ° W NAIL A5 FER W`GM 2001 TAGLE 3.1 CRIFi LE5 STUD 5HEARNALL 5EGNEF.NT OR AT ° o G0RNE:STUD 51LL PLATE FOR ADDITIONAL INFORMATION. EACH END OF A PER1707ATED ° ° CONNECTED TO F N SHEAF.WALL. NNEN FULL HEIGHT ° / TRAN,SFER SHEAR w - " SH APWALL SEGMENTS NE`"T SUB FLOOR AT A GORNER, A SINSLE jIn HOLDDONN ° Q HOLDDONN SHALL BE ° ° 2 - 16d COMMON NAILS o Z O COIL / PERMITTED TO BE USED TO ° 6" 570GK / \� RESIST THE OVERTURNING ° O M I 1! FORGES IN BOTH DIRECTIONS RIM J015T Iii � ( NOTE: °' � �, }J _ ` z � NAIL A5 PER 1^s-GM 2001 TABLE 3.1 FOR / % = WHEN THE CORNER Fr.AMINS IN Q � W KING 5TUD a / - Z COIL - - THE AOJOINING WALLS 15 STOCK ` ADDITIONAL IN"OLMATICN. it `1. 1 FASTENED TOGETHER TO O TRANSFER THE UFLIFT LOAD � TO PLATE ( d n� 1 (AS PER SECTION F JACK STJD HEAE ER c (3°2.3.1)(3.4.4.2.3) 0, h,-GM • 2001) 4" o.c. NAILINS C date: a SHEATHING EDGES FOR SHEAR, 0 ` NOTE` ALL HORIZONTAL SHEATHING. _1 a FROVIDI STRAPPING TO THE BOTTOM OF EACH JACK AND KING STUD AS WELL. SEE Simpson Strong-T1e 57AM5 TO BE BLOCKED 50LID 5 a° DETAIL #2 FOR ADDITIONAL IN7ORMATION. H2.5 PROVIDE c HEADER � ' SPANS G,�.EATER .� s ra .� • 4. WHEN APPLICABLE PROVIDE STRAPPING FROM HEADER TO ROOF RAFTER. (TYFIGAL) RAFTER TO DOUBLE THAN TOP PLATE sheet no. T)'F I GAL ROUGH Of 'EN I NO UFL I FT STRAP DETAIL T°i'F I GAL ROU5H OPEN I NO STRAFF I NO GORNER STUD HOLDDONN SCALE:: N.T.S. SCALE: N.T.5. Simpson Strong-Tie H2.5 SCALE-: N.T.S. DETAIL- 4 STUDS INSTALL V IG" O.G. *� SCALE: N.T.S. - GLA55 WINDOWS AND ODORS GENERAL CONDITIONS REVISIONS: ALL GLA55 15 TO BE INSULATED LOW-E A5 MANUFACTURED BY ANDERSEN OR APPROVED EQUAL UNLE55 OTHER 15E INDICATE[ ALL WINDOWS UNLESS OTHERWISE NOTED.GENERAL GONDITION5 OF THE CONTRACT FOR CONSTRUCTION,AIA DOCUMENT-201 SHALL APPLY.HEAT AND POWER NG 1-15 FINAL PLANS SHALL BE GLAD WITH FIN15H CLASS. SUBCONTRACTOR SHALL NOT INSTALL GLASS UNTIL PROPER CLEARANCES ARE PROVIDED.A-11. 5LIDING DURING CONSTRUCTION SHALL BE PAID FOR BY THE OWNER.THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY.SUBSTITUTION 5HALL 57LA55 DOORS,ROOF WINDOW5,5KYLI6HT5,GLASS WITH A SILL LE55 THAN I8" ABOVE FIN15HED FLOOR,CLASS NEXT TO A DOO°11/rY AND/OR AS NOT BE MADE WITHOUT WRITTEN AUTHORIZATION BY THE ARCHITECT.THE PREMISES SHALL BE KEPT REASONABLY GLEAN AT ALL TIMES.AT THE REQUIRED BY CODE,SHALL BE INSULATED TEMPERED GLASS.ALL 0LA55 DOORS AND WINOOW5 SHALL BE INSTALLED IN STRICT AI.CORDANGE COMPLETION OF WORK,THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS,TOOLS,RUBBISH,ETC.. .GLEAN ALL GLA55 AND LEAVE WORK WITH THE MANUFACTURERS 5PECIFIGATION5.ALL WINDOW5 ARE TO BE CAULKED AND SEALED A5 PER NY5 ENERGY GON5ERVATION CODE BROOM GLEAN UNLE55 OTHERWISE SPECIFIED. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY INSURANCE. f REQUIREMENTS.PROVIDE FLA5HIN6 PANS UNDER ALL SLIDERS,DOORS AND WINDOWS WITHIN 6" OF AN EXTERIOR SURFACE. ALL Ex'ERIOR DOORS ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES.THE CONTRACTOR SHALL FULLY GUARANTEE H15 WORK AND TI`E ARE TO BE FULLY WEATHER-STRIPPED,PROVIDE ALL SCREENS AND HARDWARE A5 REQUIRED. ALL GLA55 15 TO BE FREE OF 5G; ATCHE5 AND WORK OF H15 5UB-CONTRACTOR FOR A PERIOD OF AT LEAST ONE YEAR AFTER COMPLETION OF THE PROJECT UNLESS OTHERH15E 5PECIFIEP.,ALL IMPERFECTIONS AND GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF NO LE55 THAN 5 YEARS. WORK SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER,ARCHITECT,AND THEIR AGENTS AND EMPLOYEES FROM AND A6AIN5T ALL CLAIMS, DAMAGES,LOSES AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR RE5ULTIN6 FROM THE PERFORMANCE OF THE WORK PROVIDED CONCRETE NO CONCRETE OR MA50NRY WORK SHALL BE DONE DURING TEMPERATURES OF 40 DE6REE5 F.AND FALLIN6.NO CONCRETE SHALi.BE PLACED THAT ANY SUCH CLAIM,DAMAGE,LOSS OR EXPENSE : ON FROZEN SURFACES.NO ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT.ALL CONCRETE 15 T' BE MIN. 2500 (A) 15 ATTRIBUTABLE TO BODILY INJURY,SICKNESS,D15EA5E OR DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY(OTHER ,•„� � THAN THE WORK ITSELF) INCLUDING THE L055 OF USE RESULTING THEREFROM. G ' P.S.1 AT 28 DAYS(EXCEPT WHERE NOTED OTHERW15E).PROVIDE ALL 5LEEVE5 AND FOUNDATION VENTS A5 REQUIRED BY NY5 GO, ..,UNLE55 INDICATED OTHERWISE.ALL FOUNDATION FOOTINGS ARE TO BE MIN. 6" DEEP PROJECTING 4" ON EACH SIDE OF THE FOUNOATIO1i N,ALL.PROVIDE (B) 15 CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OH155ION OF THE CONTRACTOR,ANY SUBCONTRACTOR,ANYONE DIRECTLY OR TWO#4 DEFORMED BARS CONTINUOUS IN THE FOOTING AND A CONTINUOUS 2X4 KEY BETWEEN THE FOOTING AND FOUNDATION WALL. ALL 4" THICK INDIRECTLY EMPLOYED BY ANY OF THEM,OR ANYONE FOR CONCRETE SLAB TO HAVE 6X6 WI.6XWI,b WWF REINFORCING.ANCHOR BOLTS IN CONCRETE SHALL BE HOOKED 1/2" X 12" MAX. ✓':>,G.PROVIDE WH05E ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. O O� BITUMEN EXPANSION JOINTS BETWEEN SLABS AND FOUNDATION WALLS. ALL MATERIALS,ASSEMBLIES,AND METHODS OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK,FRAMIN6,NAILI",6, .S oho PLAGIN6 OF CONCRETE,ETC.ARE TO BE CAREFULLY 5UPERV15ED BY THE CONTRACTOR TD BE SURE THAT THEY ARE IN ACCORDANCE WITH THE DRAWING5,5PECIFIGATION5,APPLICABLE CODES AND 6000 PRACTICE.DEVIATIONS FROM THE DRAWING5,AND SPECIFICATIONS WILL NOT E~: O/? C O CONCRETE BLOCK t PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE ARCHITECT.THE CONTRACTOR SHALL BE RE5PON51BLE FOR SHOP DRAWING5 WHICH MikY BE _/y ALL CONCRETE BLOCK 15 TD HAVE "DUR-O-WALL" REINFORGIN5 EVERY THIRD COURSE.FILL TOP GOUR5E SOLID.MORTAR MIX T:,"E ONE PART ! 'r PORTLAND GEMENT,ONE PART LIME PUTTY,AND 51X PARTS SAND,OR,ONE PART MASONRY GEMENT AND THREE PARTS SAND. NEEDED.ALL DIMENSIONS AND CONDITIONS ARE TO BE FIELD VERIFIED. knM INSULATION NOTES: ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED FIBER6LA55 BATT IN5ULATED BY JOHNS MANVILLE OR f:PPROVED BOILER ROOM ENCLOSURE EQUAL.FOIL TD BE PLACED TOWARD5 WARM SIDE.(THESE ARE MINIMUM THICKNESS): 1. THE GENERAL CONTRACTOR/OWNER 15 RE5PON51BLE CEILING OF ENTIRE BOILER ROOM/AREA REQUIRED TO BE WALLS 3 1/2" R-13 TO OBTAIN A PRELIMINARY STAKEOUT SURVEY PROPERLY FIRE RETARDED. I--� INDICATING ALL LOT DIMEN51ON5,5ETBACK5 AND NOTE: APPROVED METHOD OF FIRE RETARDING ARE THE CEILIN6 6"R-19 6RADE ELEVATION PRIOR TO THE COMMENCEMENT OF FLOORS 8" R-19 ANY WORK AND SHALL NOTIFY THE ARCHITECT IN FOLLOWING: : EXIST.WALLS 3 I/2 WRITING OF ANY DISCREPANCIES BETHEEN THE (A) 1/2" PLASTER BOARD5 COVERED WITH Ib6A.METAL SURVEY AND THESE PLANS. (B) METAL LATH AND 3/4"GEMENT OR I" 6YP5UM MORTAR. M ELECTRICAL 2. THE GONTRAGTOR(5)SHALL BE RESPONSIBLE FOR ANY AND (C) ROCK LATH AND 3/4" 6YP5UM MORTAR. _► ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND ALL 5TA17E,LOCAL,AND UTILITY COMPANY CODES AND RL�i1LATION5.ALL ALL WORK TO BE PERFORMED AND COMPLETED IN A MINIMUM OF 18" CLEARANCE REQUIRED BETWEEN BOILER CIRCUIT SHALL BE MINIMUM 15 AMP.POWER WIRING SHALL BE MINIMUM 14AWG.CONVENIENCE OUTLETS SHALL BE LOCATED 12"ABO`!Z FINISHED CONFORMANCE WITH THE AND ENCLOSING WALLS.DOOR TD BOILER ROOM TO BE ONE v O REQUIREMENTS d PROCEDURES OF THE LATEST (1) HOUR TEST FIREPROOF 5ELF-GL051N6 AS PER BOARD OF FLOOR UNLESS OTHERWISE INDICATED. ALL 5WITGHE5 TO BE LOCATED 36"ABOVE FINISHED FLOOR UNLE55 OTHERWISE INDICATED SUPPLY EDITION € AMENDMENTS OF NYG BUILDING CODE STANDARDS AND APPEALS APPROVAL.ELECTRIC LIGHT TO EX15T. DECK w.b' � RECOMMENDED LAMPS IN ALL FIXTURES. (5),LOCAL LAW5,ORDINANCES AND AGENCIES BE PROVIDED WITHIN BOILER ROOM.OIL BURNER REMOTE TO BE M.HAVING JURI5DIGTION FOR THE PROJECT CONTROL 5WITGH MUST BE LOCATED OUT5IDE BOILER ROOM. _ SHOWED HEREIN. ND 5TORAGE PERMITTED WITHIN BOILER ROOM. LEGALIZED FRAMING AND ROUGH CARPENTRY 3.THESE PLANS COMPLY WITH THE 5E15MIC CODE JOISTS RAFTERS AND STUDS SHALL BE 15%GON5TRUGTION GRADE OOU6LA5 FIR 1350 P51,25%COMMON DOUGLAS FIR 1200 PSL VLL WOOD MECH.NOTE: � J REQUIREMENTS OF LL 11/95.CONTRACTOR TO VERIFY AND jU" 51LL5 AND WOOD IN CONTACT WITH MASONRY SHALL BE GGA TREATED. ALL EXTERIOR 5HEATHIN5 SHALL BE 1/2"COX DOUGLAS FIR PLYWOOD PROVIDE MIN.CLEARANCE OF ; AND/OR OM15510N5 ARE TO BE BROUGHT TO THE MIN. IS FRONT,6 SIDES 6 REAR. FOLLOW ALL REQUIREMENTS OF LL 11/95.ANY DISCREPANCIES EQUIPMENT A5 PER R5-14-15: • NAILED bD 12" O.G. AT EDGCS, - " " - 6D� 8"O.G.AT INTERMEDIATE BLOCKING POINTS.SUB-I"LOORS TO BE 3/4 COX PLYWOOD NAILED SD ® 6 O.G. � ARCHITEGT/ENGINEER5 ATTENTION ++ r'' EXTERIOR 5HEATHIN(5 TO BE COVERED WITH "TYVEK" HOUSE WRAP OR APPROVED EQUAL.ALL NAILS,BOLTS,ROD5,STRAPS,JOISTHANGER5,AND 3.3 I EX15T. OTHER FRAMING HARDWARE TO BE HOT-DIPPED GALVANIZED.DOUBLE UP J015T5 AROUND ALL OPENINGS AND UNDER PARTITION5.BLOCK STUD i 2-5T'(. W . WALLS AT 1/2 STORY HEI&HT5 AND AT ALL UNSUPPORTED ED6E5 OF PLYWOOD.ALL GAP PLATES TO BE DOUBLED AND NAILED IOD® W,O.G. RE510. _y NAIL BOTTOM GAP PLATE TO END OF 5T1JD5-2/I6D.LAP GAP PLATES AT CORNERS.TOE NAIL JOISTS TO GAP OR BEAM WITH 2/161).WHERE FLUSH TAB LE 10-4 NAILING SCHEDULE 31 < (� FRAMING OCCURS USE MIN. 166A.SHEET METAL JOIST HAN6ER5 BY "TECO" OR APPROVED EQUAL.ALL GORNER5 TO BE MINIMUM 1/2X4 STUDS � NUMBER AND DIS, 222 BUILDING ELEVEN NAIL !1'FL POU, RIBJTION NAILED 161)a 24"O.G.ALONG THREE FACES. HEADER5 5HALL BE MINIMUM 2/2Xb UNLE55 NOTED ON PLANS.MINIMUM BEARING FOR 511105,J015T AREA OF REMOVE EX15T. GONG. w p AND BEAMS SHALL BE 3 1/2".USE DOUBLE JACK STUDS FOR HEADERS OVER FIVE FEET IN LENGTH. STUD TO SOLE PLATE COMMON-TOE-NAIL 4-8d PROPOSED �? o WALKWAY $ PROVIDE ; STUD TO CAP PLATE COMMON-END-NAIL 2-16d DOUBLE STUDS COMMON-DIRECT 10d 12in O.C. OR 16d 30inO.C. 2-5TY. NEW 5TEPPINO 5TONE5 I " PLUMBING N S 3 ADDITION I 12.4' CONTRACTOR SHALL INSTALL HATER SU W COR,J�R STUD COMMON-DIRECT 16d Gin O.C. SUPPLY AND SANITARY SYSTEM A5 INDICATED.PROVIDE HOT AND GOLD SHUT-OFF VALVES r,T ALL � a SOLE PLATE TO JOIST OR BLOCKING COMMON 16d 16in C.C. 33 I3.0 213' ~ FIXTURES.ALL WATER PIPING TO PITCH BACK TO HOT WATER HEATER.WASTE PIPING TO HAVE CLEANOUT5 AT ALL CHANOE5 OF 1'JREGTION AND ' w DOUBLE CAP PATE COMMON-DIRECT 16d 24in O.C. ( • � � AT BASES OF VERTICAL WASTES.USE 4 CAST IRON THROUGH FOUNDATION WALL PITCHED MIN. 1/S PER FOOT.TRAP WASTE 51ZE� '-_)P FIXTURE5 AREA OF �n H CAP PLATE LAPS COMMON-DIRE[? 3-16d SHALL BE AS FOLLOWS: RIBBION STRIPS, 6 in. OR LESS - GOMMION-DIRECT 2-1od EACH BEARING y PROP05G0 _ o • r ., �� n � 2ND. FLOOR � •�� � O DISH WASHER 11/2" RIBBION STRIPS, OVER 6 in. COMMON-DIRECT 3-10d EACIH BEARING OVER STOOP r--a KITCHEN 51NK 11/2" ROOF RAFTER TO PLATE COMMON--TOE--NAIL 3- 16d PROPOSED LAVATORY 11/4" ROOF RAFTER TO RIDGE COMMON-TOE-NAIL 2-16d LU DRYWELL SHOWER 2" JACK RAFTER TO HIP COMMON TOE NAIL 3--104 - - TOILET 3" FLOOR JOIST TO STUDS (no ceiling joist) COMP;",ON--DIRECT 5-10d OR 3--16d r- O ' O ALL SY51TEM5 TO HAVE ONE 3" MAIN VENT STACK INCREASED TO 4" THROUGH THE ROOF. PROVIDE FROST-PROOF HOSE-BIBS A5 IhiDIGA7E0 ON FLOG JOIST TO STUDS (with ceiling 'oist) GOMIMON-DIRECT 2-10d o FLOOR JOIST TO SILL. OR GIRDER COMMON-TC)E= NAJI. 2- 16d cv PLANS WITH EA51LY ACGE55IBLE DRAIN-GOGK5.THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEMS SHALL COMPLY TO THE AT-'LICABLE � ry " " DOUBLE-JOIST TO JOIST COMMON -DIRECT 10d -STAGGERED AT 16in COUNTY DEPARTMENT OF HEALTH STANDARDS AND REGULATIONS. APPROVAL OF ALL PLUMBING MUST BE OBTAINED FROM APPROPRIATE LOCAL LEDGER STR'P C OMON-DIRET 3-16d AT EACH JOIST 230.12' z I, i ' AUTHORITIES PRIOR TO CONCEALMENT.PRIOR TO ORDERING,CONTRACTOR SHALL GUTS OF FIXTURES FOR OWNER5 APPROVAL. IN FHE EVENT THE C Ell_ING JOISTS TO PLATE. COMMON -TOF "NAll 2-16d >! m CEILIGJC JOISTS TO EVERY RAFTER COh'MON-DIRECT FF. TA.BIF. FO 1. o " �" OWNER GH,AN6E5,THE CONTRACTOR SHALL CREDIT THE OWNER FOR THE FULL SUBCONTRACTORS G05T FOR THE CHANGED UNIT. (�- ) CFIL.ING JOISTS (L.AIRPS OVF_P, PARTITION) C0MM0N-DIRECT 3-16d N G� 58 50 W X0.00ASPHALT ROOF SHINGLES r � ; �; � � COLLAR BEAM ;UMti')N-DIRE� L 4 1')d ,� ,` , 31737' ALT.SLOPED ROOF 5HIN6LE5 SHALL BE GLA55-A ASPHALT ROOF 5HINGLE5 OR APPROVED EQUAL.5HINGLE5 SHALL BE APPLIED OVER 15# B RIDGING TO JOISTS �R� RAFTERS COMMON-DIRECT 2 8d EAC I I DO Off` STR��T � ASPHALT FELT WITH GAF-WEATHER-WATCH ICE AND WATER BARRIER APPLIED AT EAVES,VALLEYS AND FLA5HIN65.ROOFING TO PROVIDE ALL BRIDGING TO STJDS COMMON-DIRECT OR TGE 2-10d EACH END FLAN I `~ OF FLA5HIN6 NECESSARY FOR A WATERTIGHT,WEATHERPROOF JOB. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH THE M.,NUFAGTURERS DIAGONAL BRACE (la stud & Lrace) COMMON-DIRECT 2-8d EACH BEARING SPECIFICATIONS.CONTRACTOR SHALL SUPPLY COLOR SAMPLES OF THE 5HIN5LE5 FOR ARCHITECT'S AND/OR OWNER'S APPROVAL.PRIOR TO TAIL. t BEAMS TO H'=:AI:ERS (when nailing COMh10N-END 1-20,1 EACH 4scTt. FLOOR INSTALLATION. permitted) AREA 1 2�"-�° HEADER BEAMS TO TRIP/MFRS (when nailing COMMON-END 1 -20d EACH 8sgft. FLOOR GYPSUM WALLBOARD perrnitled) AREA THIS 15 AN ARGHITEGTURAL PLOT PLAN WITH IN=ORMATION DERIVED FROM A PROFESSIONAL 5URVEY GYPSUM WALLBOARD APPLICATION SHALL BE TAPE JOINT SYSTEM,ALL 6YP5UM BOARD TO BE 1/2"ON WALLS AND 1/2"ON GEILINC UNLE55 1 in. SUB FLOORING (6 in. or less in width) COMMON--DIRECT 2--8d EACH JOIST PERFORMED BY JOHN CALLAGHER, LAND SUR\/E:YOR, DATED AUG. 2-7, 2009. OTHERWI5E INDICATED.PIN15H JOINTS,J-BEADS,NAIL DIMPLES,CORNERS AND ED6E5 SHALL BE TAPED AND RECEIVE THREE COAT5 OF JOINT 1 in. SUBFLOOR'NG (over 6 in. in width) COMVON-DIRECT 3-8d EAC11 JOIST 5GTl 1000-136-1-3a ZONE: R-40 COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH.METAL CORNER BEADS TO BE USED ON ALL OUT5IDE 2 in. SJBFLOORING COM4,/ON-DIRECT 2-20d EACH JOIST CORNERS AND AROUND ALL OPENIN65.ALL WALLS AND GEILING5 OF ALL 6ARAGE5 AND MECHANICAL ROOMS TO BE SHEATHED WTH 5/&"TYPE-X 1 in. WALL SHE:ATHAG (8in. or less in width) COMMON-DIRECT 2-8d EACH STUD FlNAL GRADE FlNAL[RADE FIRECODE 5HEETROCK.SHOWER AND TUB ENCLOSURES TO BE LINED WITH 1/2" WONDERBOARD.ALL OTHER BATHROOMS AND LAUND ZY ROOMS TO 1 i n. ''NAL I.. S H EAT H N G (over 8 i n. in width) C 0 M P,J O N-DIRECT 2-8d EACH STUD HAVE 1/2" WATER RE515TANT SHEETROGK. PLYWOOD SHEATHING & SUBFLOORING COMMON-DIRECT � 9 N � G 6 in. or less in 2-8d EACH RAFTER I __.I._ - - PRECAST CONC.DOME W 1 in. ROOF SHEATHING ( 2I, 4, r, r`' O NY5 ENERGY CONSERVATION CODE 'T�i,#I`.I)ROOF SHEATHING (over 6 in. in width)) CORROSION-'DIRECT 3-8d EACI RAFTER V IN _I MIN. �,� 1 -- PRECAST CON[.DRYPIELL RING -I s SEE DRYWELL CALCULATIONS ALL WINDOW5 SHALL HAVE AN INFILTRATION RATING OF 05 CFM PER FOOT OF OPERABLE 5A5H. ALL SHINGLES, WOOD CORROSION-RESISTIVE 2-PJ0.15 B & S EACH BEARING I "'�I W 5WIN6 TYPE AND 5LIDING GLA55 DOORS SHALL HAVE AN INFILTRATION RATING OF 1.0 CFM PER SQUARE FOOT OF SUPPLY DOOR AREA.ALL WEATHER, � EACH I �1 � FOR ACTUAL NUMBER OFRING(S) lv��THER BO•,RDING COP,4P,a0N-RESISTI��E 2-8d �A..H BEARILJG �I �1 0 &DOME(S) HEATING EQUIPMENT SHALL. MEET THE EFFICIENCY STANDARDS OF THE NEW YORK STATE GORE.THERM05TAT5 SHALL MEET A MINIMUM REQUIRED 1/2 in. FIBERBOARD SHEATHING 1 1/2" GALVAN.ROOFING NAIL TABLE RS 16-18 SIZE OF VERTICILE LEADERS NI 1 J U RANGE OF 45-14 DEOREE5.DOMESTIC HOT WATER SHALL BE EQUIPPED WITH CONTROLS TO LIMIT HOT WATER TEMPERATURES TO 130 DEGREES 6d COMMON NA'I_ y 3 in. C.C. ON ALL EDGES 6 DIAMETER OF LEADER OR CONDUCTOR (in) GPM. MAXIMUM, PROJECTED ROOF AREA, .'sq.ft.) I '� �I m ^ FAHRENHEIT.ALL NEW CONSTRUCTION SHALL CONFORM TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE-2c�O9. 16 GA. GALVANISED STAPLES, in. C.C. AT OTI-iER BEARINGS 1 1/8 iN. LONG, 7/16" 2 22.6 433 3' 3' 0" 5MOKE/CARBON MONOXIDE DETECTOR NOTES: C ROVJN 2 1/2 39.6 779 MI N I.DWELLIN6 UNITS SHALL BE EQUIPPED WITH 5MOKE OETECTIN6 DEVICES RECEIVING THEIR 23/32 in. FIBERBOARD SHEATHING 1 3/4" GALVAN.ROOFING NAIL 3 66.6 1,278 I - - 1 W C/ 8d COMMON NAIL c 4 143.0 2,745 I 4 Z OUTSIDE DIAMETER PRIMARY POWER FROM THE BUILDING WIRING AND THEIR SHALL BE NO 5WITGHE5 IN THE �' i C.C. AT ON ALL EDGES & 6 I N - 16 A. CAI-dANISrD SJA LES, 5 2610 4,992 LINE OF GROUND WATER, I Q CIRCUIT OTHER KHAN THE OVERCURRENT DEVICE PROTECTING THE BRANCH CIRCUIT. OTHER BEARINGS 1 1/�" LONG, 1/16'" CROWN I 1 Z 0 2.ALL SMOKE DETECTING DEVICE5 REQUIRED TO BE PROVIDED AND INSTALLED SHALL EITHER 6 423.E 8'121 I COLLAR MATERIAL - I �� N 8 911.0 17,491 r 0 M BE ACCEPTED PURSUANT TO RULES AND REGULATION PROMULGATED BY THE COMMISSIONER, 1/2 in. GYPSUMBOARD SIIEAT-1NG 1 112" GAI_VA.N.ROOFING NAIL 10 1,652.0 3',718 1 Z APPROVED BY THE BOARD OF 5TANDARD5 AND APPEALS OR BE L15TED BY A NATIONALLY 11 GA. 3/8" TO 7/16" HEAD 4 in. C.C. ON ALL EDGES & 8 II�JERGROUNDSANDdcGRAVELSTRATA Q z RECOGNIZED INDEPENDENT LABORATORY THAT MAINTAINS PERIODIC INSPECTIONS OR PRODUCTION 16 G.A. G.AI_`•IANISED STAPLES, in. C.C. Al OTHER BEARINGS o OF LISTED EQUIPMENT AND WH05E L15TIN6 STATES THAT THE EQUIPMENT MEETS NATIONALLY 1 1/2" LONG, 7/16" C ROWN O RECOGNIZED STANDARDS. TABLE RS 16- 19 SIZE OF ROOF GUTTERS DR Y ELL :DETAIL ( L 3. NO DEVICES SHALL BE DEEMED TO BE IN COMPLIANCE UNLE55 IT 15 OF EITHER THE IONIZATION MAXIP":UM PROJECTED ROOF AREA FOR GUTTERS OF VAR OUS P SLG ES E� CHAMBER OR PHOTO-ELEGTRIG TYPE.SUCH DEVICES SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF REFERENCE STANDARD R511-1 CEILING JOIST NAILING TO EVERY RAFTER (Number of 16d noils) DIAMETER 1/16 IN, SLOPE. 1/8 IN. S_OPE 1/4 IN. S!-OPE 112 IN. SLOPE. NTS date: 4. SMOKE DETECTORS 5HALL BE LOCATED WITHIN 15.D FT.OFF ANY BEDROOM(MAXIMUM). OF GUTTFR* (s0. FT.) (SO. FT.) (SQ. F1.) (so. F1.) ., DRAINAGE CALCULATIONS of ROOF 4/12 5/12 6/12 7/12 9/12 12%12 5.SMOKE DETECTORS TO BE HARDWIRED AND INTERCONNECTED. 3 ................................ 144 192 272 385 USE CARLSON PRECAST DRYWELLS OR APPROVED EQUAL 6.CARBON MONOXIDE TO BE PROVIDED AS PER CODE RAFTER SPACING, O.C. (in.) 16 24 16 24 16 24 16 24 16 24 16 24 4 ................................ 288 409 575 815 BASED ON CONTAINMENT OF 2" RAINFALL IN 24HR PERIOD 5 ................................ 500 705 1,000 1,420 TABLE: R301.2(I DRYWELL CALCULATIONS (FRONT ADDITION OF HOUSE + PATIO) GLIMATIG AND OF-0 RAF'HIG DE=SIGN GRIT1_RIA WIDTH OF BUILDING 6 ................................ 770 1,090 1,540 2,220 ' � AMOUNT 2" RAINFALL COEF. C.F. __ • �- - sheet no. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER TGE SHIELD UP-10 24 FT 5 8 4 7 3 5 3 4 3 3 3 3 7 ................................ 150 1,560 2,220 3,120 -- 8 ................................ ',59G 2,250 3,180 4,49[ BUILDING ROOF 925 2/12 1.0 154.2 .............. 5NOW DE516N FR05T LINE DE516N UNDERLAY- FLOOD T TOTAL CUBIC FEET REQUIRED 15 /8 LOAD SPEED(MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP. HAZARDS 24 0 30 FT ............ 11 6 9 4 7 3 6 3 3 10 ...........................J... 3,600 4,080 5,780 8,000 I 3 4. REQUIRED PROVIDE: CU 8-0'0 x 4-0'SCCTINN = 168.9 CU, Fr 45 P5F 110 0 SEVERE 3-4 M-H 5-M 15 YES 1-25-15 * GUTTERS O FFR iH,4N EMICIR;;ULAR t1AY UE USED PROVIDED _kAY HAVE THE SAME CROSS-SECTIONAL AREA AIIII= REVISIONS: NG° 1-15 FINAL PLANS Ig �• «.m I r€Ix 1.11, TO k..a. l.tyyi��:'{{l;;. ;•a ✓,� 'E TP f € --------0------ - ----- -- - - - t « _ I 4'x4"-A_60.BM. 4'x4'AW.BM. 4'x4'AGA.BM. 4'x4'AGQ.BM. 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NOTE:ALL HINDOH PRODUCTS TO BE'ANDER5EW PRODUCTS,NIITH NOTE: PROVIDE RADIANT HEAT IN ALL NEW FLOOR SYSTEMS. 'LOW-E4'6LA55.EXTERIOR FINISH 4 HARDWARE A5 PER OWNER. HURRICANE SHUTTERS TO BE PROVIDED 4 STORED ON THE MR ESI5. FOUN�Afi1 ON FLAN FIRST FLOOR FLAN SECOND FLOOR FLAN sheet no. - EX15TINO 0 - PROPOSED 1/4"=I'-0" - EX15TINO - PROP05ED - TO BE REMOVED 1/411=11-01' - EX15TINO EM - PROP05EDTO BE REMOVED - I/411=1 1_OII Am2 NEW 50. FOOTAGE AMMOUNT= 515 NEW 50. FOOTAGE AMMOUNT= 660 - 61 (OPEN AREA) = 5a3 REVISIONS: NG 1.15 FINAL PLANS w i I 3 � 12 01) A F17-1 I mu Ill 1111 11_LLL_1iLLL s , 3 r V w O t + } s FRONT ELEVATION SIDE ELEVATION - SOUTH SIDE 11 1-011 1I�(I—oil O � N O � ' i � I t t p r � •� cc- � `6 3173� O OFN 51 5 E F } i [ t + t f 3 � I s I q � a.,, € Q 57-i TO 0Milo M O } i > date: SIDE ELEVATION - NORTH SIDE I/4"=1'-O" sheet no. REAR ELEVATION /Aa F,N) Tlf� REVISIONS: Ll. M It MAMIN6 NG 1.15 FINAL PLANS r)ou�3tll.1E ,0r� r, 1111M A,(4fi. `Z11,-,V"�Vv" 6'�,SM! .J z,`,-�JLT 5"C)L fT L-RAFVIF, i,!Tt If "0 CA, f", i'2` ON 5T-Jr) 0"1. L) As RF �1:, T'IE 5/4,"xl4` (21" H 1/2' 5TIL. ifl- F-L, L A P-r:: r,5 llr*N,-,f,--Rl HALL -"V�--`,�;-T'P, H/ CIA- -M� IT NEP-1 ;1'� 1/10 F-1 LOFT 0 => 0 /�l 116 E-N Fl A I,.kik iF 1, 9', 1 4.1 FAC-,.,E tvIOUNT HANOER RELOCATED 5EPROOM Cl LU,-525-2. LLY-2�-,0� I E J P 1.15M L------j vj,/ 7"rFIGAL FRAMINO AND UFLIFT ':V�'. I I L\/L, f Z A,t I C.,ONNEC.,TIONS FOR OPENINGS FW1111� C0 i-z NEW CELLARj. r F -""I JTJ AT r:iV',j I )r' fT-, Ah, V To 6,1311N`-'��Tol'-,�:) AtV AT OF �:�,!HFLE5 i Uhi 0 P'* i,L.;`\E- F-.A! 'No 2 16,J I:A SEXTON 'A ' ...... 1/4 =1 -0 L) NOTE: PRO\/I0E '5IMP5ON' HURRICANE TIES @ ALL CONNECTIONS 5HOM ON DETAILS, A5 REOD. BY COPE. C u N L _ � O �a1 � D AR MIN 12" �M, lE II'::� TA!Jf',`) ---------- 081731' 0 url OFN FLOOR TO FLOOR GONNEC.TIONS-, -'I lNE 1�:i',�-x LL, c T "IA To F :40 �5k �L ,5�Tol,�!' ALL RAFTER TO DOUBLE N9 I A KH, OF 1-21" ON TT F CAL ROUOH OFEN I NO ST AFF I NO TOP PLATE SHEAR NALL HOLDDONNS 5T,,X`,,.`) r-� 0N'R) 5TUC�' Al FlPllrl ri 140 DETAIL- 4 STUDS D c) _ q H i:' 10! !.fit I I L, -ii ENr) E >'H r---,Q5 OF -k lf'�'�)-TV-,'l LLJ < FERT',i'kiil) TO L-.. 0 LJLJ < a r1K 0 Tk` Lfrll°-T 1\uhl) .... (pi I k date: HURRI (��ANE C/LIF THI-NT Ai-L 1: �10N,,TN, t',[E`AV! I" r Ccl'u,"0 J AW) PAP"L. AS sheet no. F I C,,A L R 0 U G,-7 H OFENINO UPLIFT STRAF DETAIL-, CORNEF� STUD HOLDDONN Oi DETAIL- 4 STUDS 6LA55 HINDOH5 AND DOORS GENERAL CONDITIONS r. REVISIONS: ALL GLA55 15 To BE INSULATED LDH-E A5 MANUFACTURED BY ANDERSEN OR APPROVED EQUAL UNLE55 OTHERHI5E INDICATED.ALL WINDOWS UNLE55 OTHERWISE NOTED.GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION,AIA DOCUMENT-201 SHALL APPLY.HEAT AND POWER b•.wra."" : `' `� NG 1-15 'FINAL PLANS SHALL BE GLAD HITH FIN15H 6LA55.SUBCONTRACTOR SHALL NOT INSTALL 6LA55 UNTIL PROPER CLEARANCES ARE PROVIDED.ALL 5LIDIN5 DURING GONSTRUGTION SHALL BE PAID FOR BY THE OWNER.THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY.U65TITUTION SHALL 6LA55 DOORS,ROOF HIN0OH5,5KYLIGHT5,GLA55 WITH A SILL LE55 THAN IB" ABOVE FIN15HED FLOOR,GLA55 NEXT TO A DOOR6•IAY AND/OR A5 NOT BE MADE WITHOUT HRITTEN AUTHORIZATION BY THE ARCHITECT.THE PREMISES SHALL BE KEPT REA50NABLY GLEAN AT ALL TIMES.AT THE IN REQUIRED BY CODE,SHALL BE IN5ULATED TEMPERED CLASS.ALL CLASS DOORS AND HINDOH5 SHALL BE INSTALLED IN STRICT ACCORDANCE COMPLETION OF HORK,THE CONTRACTOR SHALL REMOVE ALL HASTE MATERIALS,TOOLS,RUBBISH,ETC.. .GLEAN ALL 6LA55 AND LEAVE HORK : WITH THE MANUFACTURERS SPECIFICATIONS.ALL WINDOWS ARE TO BE CAULKED AND SEALED AS PER NY5 ENERGY CONSERVATION CODE BROOM GLEAN UNLE55 OTHERN15E SPECIFIED.THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL LIABILITY INSURANCE. REQUIREMENTS.PROVIDE FLASHING PANS UNDER ALL SLIDERS,DOORS AND HINDOH5 WITHIN 6" OF AN EXTERIOR SURFACE.ALL EXTERIOR DOORS ALL HORK SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES.THE CONTRACTOR SHALL FULLY GUARANTEE HI5 HORK AND THE ARE TO BE FULLY WEATHER-STRIPPED. PROVIDE ALL SCREENS AND HARDWARE A5 REQUIRED.ALL 6LA55 15 TO BE FREE OF SCRATCHES AND WORK OF HI5 50-CONTRACTOR FOR A PERIOD OF AT,LEAST ONE YEAR AFTER COMPLETION OF THE PROJECT UNLE55 OTHERWI5E 5PECIFIED.ALL oar ° '+ "` NI T y IMPERFECTIONS AND GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF NO LE55 THAN 5 YEARS. WORK SHALL INDEMNIFY AND HOLD HARMLE55 THE OHNER,ARCHITECT,AND THEIR AGENTS AND EMPLOYEES FROM AND A6AIN5T ALL CLAIMS, T �� DAMAGES,LOSES AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE HORK PROVIDED D �E. S.P. - '- CONCRETE THAT ANY SUCH CLAIM,DAMAGE,L055 OR EXPENSE NO CONCRETE OR MA50NRY WORK SHALL BE DONE DURING TEMPERATURES OF 40 DEGREES F.AND FALLING.NO CONCRETE SHALL BE PLACED (A) 15 ATTRIBUTABLE To BODILY INJURY,SICKNESS,D15EA5E OR DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY(OTHER P ;,Ir- BL11Li' ON FROZEN SURFACES.NO ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERM155ION OF THE AR(HITECT.ALL CONCRETE 15 TO BE MIN. 2,500 �� 765-1802 8 AM TO ? Pl%fi FOP THE P.5.1 AT 2&DAYS(EXCEPT HHERE NOTED OTHERWISE).PROVIDE ALL SLEEVES AND FOUNDATION VENT5 A5 REQUIRED BY NY5 CODE,UNLE55 THAN THE WORK ITSELF) INCLUDING THE L055 OF USE RESULTING THEREFROM. G FOLLO'kVI O INSPECTIONS: (B) 15 CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR,ANY SUBCONTRACTOR,ANYONE DIRECTLY OR 1, FOU:*,7D �T'ON - TV/0 RECUIPLD INDICATED OTHERWISE.ALL FOUNDATION FOOTINGS ARE TO BE MIN.8" DEEP PROJECTING 4" ON EACH 51DE OF THE FOUNDATION VTALL.PROVIDE S TWO#4 DEFORMED BARS CONTINUOUS IN THE FOOTING AND A CONTINUOU5 2X4 KEY BETHEEN THE FOOTING AND FOUNDATION HALT,,. ALL 4" THICK INDIRECTLY EMPLOYED BY ANY OF THEM,OR ANYONE FOR FOR POURED CONCRETE 2. ROUGH - FRAlk;`,NG eA PLUME'livIG CONCRETE SLAB TO HAVE 6Xb WI.6XWI.6 MF REINFORCING.ANCHOR BOLTS IN CONCRETE SHALL BE HOOKED I/2" X 12"® MAX.6'D.G.PROVIDE NH05E ACTS ANY OF THEM MAYBE LIABLE REGARDLE55 OF HEATHER OR NOT IT 15 CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. 3. INSULATION O O� BITUMEN EXPANSION JOINTS BETWEEN SLABS AND FOUNDATION WALLS. ALL MATERIALS,ASSEMBLIES,AND METHODS OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK,FRAMING,NAILIPI6, ! 4. FI�J,",L COP!^T�UCTIui i P:"UST � PLACING OF CONCRETE,ETC.ARE TO BE CAREFULLY 9PERV15ED BY THE CONTRACTOR TO BE SURE THAT THEY ARE IN ACCORDANCE WITH THE S _ B` COMPLETE FOR C.O. '-; 00 DRAWING5,5PECIFICATION5,APPLICABLE CODES AND GOOD PRACTICE.DEVIATIONS FROM THE DRAWINGS,AND 5PEGIFIGATION5 WILL NOT BE ?O/� ALL CONSTRUCTION SHA.I.i_ MEET THE � 00 CONCRETE BLOCK 2 UIREMENTS OF THE CODES OF NE's^J PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE ARCHITECT.THE CONTRACTOR SHALL BE RE5PONSIBLE FOR SHOP DRAWIN65 WHICH MAY BE 6 n STATE. , ALL CONCRETE BLOCK 15 TO HAVE "VUR-O-WALL" REINFORCING EVERY THIRD COURSE.FILL TDP COURSE SOLID.MORTAR MIX To BE ONE PART on NOT :,ESPONSIBLE FOR PORTLAND GEMENT,ONE PART LIME PUTTY,AND 51X PARTS SAND,OR,ONE PART MA50NRY GEMENT AND THREE PARTS SAND. NEEDED.ALL DIMENSIONS AND CONDITIONS ARE TO BE FIELD VERIFIED. DEStIG 1 OR CONSTRUCTION ERRORS. M INSULATION . . NOTES: �" S ALL EXTERIOR WAILS AND ROOFS SHALL BE INSULATED HITH FOIL FACED FIBEROLA55 BATT INSULATED BY JOHN5 MANVILLE OR,APPROVED BOILER ROOM ENCLOSURE `� �`r S �'l�1Ct• ,r"-/1 ,<r 1.J F l _ R 1"14,1 3'- EQUAL.FOIL TO BE PLACED TOHARD5 HARM SIDE.(THESE ARE MINIMUM THICKNIE55): I. THE GENERAL CONTRACTOR/OHNER 15 RE5PON51BLE ©''lI ` �`��=S /� W TO OBTAIN A PRELIMINARY STAKEOUT SURVEY CEILING OF ENTIRE BOILER ROOM/AREA REQUIRED TO BE ; CCNDluf�! �F HALLS 3 1/2" R-13 PROPERLY FIRE RETARDED. INDICATING ALL Lor DIMENSIONS,SETBACKS AND NOTE: APPROVED METHOD OF FIRE RETARDING ARE THE �__-___-- SC`UIHOLD r' :":T 7 i, CEILING 6 R-19 GRADE ELEVATION PRIOR TO THE COMMENCEMENT OF FOLLOWING. FLOORS 8" R-19 ANY WORK AND SHALL NOTIFY THE ARCHITECT IN HRITING OF ANY DISCREPANCIES BETHEEN THE (A) 1/2" PLASTER BOARDS COVERED WITH 166A.METAL v EXIST.HALL5 51/2" SURVEY AND THESE PLANS. "- (B) METAL LATH AND 3/4"GEMENT OR I°GYPSUM MORTAR. f!,t/.�'. :�' M ELECTRICAL 2. THE CONTRACTOR(S)SHALL BE RE5PON51BLE FOR ANY AND (C)ROCK LATH AND 3/4"GYPSUM MORTAR. =► ALL HORK SHALL COMPLY HITH THE NATIONAL ELECTRICAL CODE AND ALL STATE,LOCAL,AND UTILITY COMPANY CODES AND REGUJLATION5.ALL ALL WORK TO BE PERFORMED AND COMPLETED IN A MINIMUM OF 18°CLEARANCE REQUIRED BETHEEN BOILER CIRCUIT SHALL BE MINIMUM 15 AMP.POWER HIRING SHALL BE MINIMUM 14AW6.CONVENIENCE OUTLETS SHALL BE LOCATED 12" ABOVE FIN15HED CONFORMANCE HITH THE AND ENGLO51NG HALLS.DOOR TO BOILER ROOM To BE ONE v C"'C PAP'CY OR IL-1 0 REQUIREMENTS 4 PROCEDURES OF THE LATEST (1) HOUR TEST FIREPROOF SELF-CLOSING A5 PER BOARD OF � FLOOR UNLE55 OTHERH15E INDICATED.ALL 5WITGHE5 TO BE LOCATED 36" ABOVE FINISHED FLOOR UNLE55 OTHERW15E INDICATED.SUPPLY EDITION 4 AMENDMENTS OF NYC BUILDING CODE STANDARDS AND APPEALS APPROVAL. ELECTRIC LIGHT TO EX15T. DECK 19.6' .. IS U INU FU L RECOMMENDED LAMPS IN ALL FIXTURES, (5),LOCAL LAH5,ORDINANCES AND A6ENGIE5 BE PROVIDED WITHIN BOILER ROOM.OIL BURNER REMOTE ETC,HAVING JURISDICTION FOR THE PROJECT CONTROL 5HITCH MUST BE LOCATED OUT5IDE BOILER ROOM. TO BE :� ('�UT (-�����l�� ® ►-� o �. �; 1 t L= l.� SHOVED HEREIN. NO STORAGE PERMITTED WITHIN BOILER ROOM. LEGALIZED 19.6' �";� /'1!�(���/� �!(�`/ � 1 FRAMING AND ROUGH CARPENTRY 'v U V l� i-i9 i!C i 3.THESE PLANS COMPLY WITH THE SEISMIC GORE JOISTS RAFTERS AND STUDS SHALL BE 15%CONSTRUCTION GRADE DOUGLAS FIR 1350 P51,25%COMMON DOUGLAS FIR 1200 P51.ALL HOOD MECH.NOTE: REQUIREMENTS OF LL Il/95.CONTRACTOR TO VERIFY AND PROVIDE MIN.CLEARANCE OF 5ILL5 AND HOOD IN CONTACT HITH MA5ONRY SHALL BE GGA TREATED. ALL EXTERIOR 5HEATHIN6 SHALL BE 1/2"GDX DOUGLAS FIR PLYHOOD FOLLOH ALL REQUIREMENTS OF LL 11/95.ANY DISCREPANCIES - �� �� AND/OR OMISSIONS ARE TO BE BROUGHT TO THE EQUIPMENT A5 PER R5-14-15: �, NAILED 6D @ 12" O.G. AT EDGE5,60 ® &"O.C. AT INTERMEDIATE BLOCKING POINTS. 5UB-FLOOR5 TO BE 3/4 COX PLYHOOD NAILED 8D @ 6 O.G. " " " 1•} 1.3 �. r IE01-tom' " REQ1WRED ARCHITEGT/ENGINEER5 ATTENTION MIN. 18 FRONT,b SIDES 4 6 REAR. (� .I�II �a.»A"� I�x.r..,,•...i a hFd£ C' �. EXTERIOR SHEATHING TO BE COVERED HITH "TYVEK" HOUSE WRAP OR APPROVED EQUAL.ALL NAILS,BOLTS,RODS,5TRAP5,J015T HANGER5,AND 3.3' EX15T, ' Cont<�ct OTHER FRAMING HARDHARE TO BE HOT-DIPPED GALVANIZED.DOUBLE UP JOISTS AROUND ALL OPENINGS AND UNDER PARTITIONS.BLOCK 5TUD 2-STY. Backfili, OR Providc Enginccr's Certification WALLS AT 1/2 STORY HEI6HT5 AND AT ALL UN5UPPORTED EDGE5 OF PLYHOOD.ALL GAP PLATES TO BE DOUBLED AND NAILED 101.%® 18"O.G. CA RE51D. � that the drainage has been installed to Code. Z ✓'� NAIL BOTTOM GAP PLATE TO END OF 511JD5-2/16D.LAP GAP PLATY=S AT CORNERS.TOE NAIL JOISTS TO GAP OR BEAM WITH 2/I6D.HHERE FLUSH I AH LIE 10-4 NA I L I�i G SC I I E D U L L -' Z FRAMING OCGUR5,USE MIN. 166A.SHEET METAL J015T HANGER5 BY "TECO" OR APPROVED EQUAL.ALL CORNERS TO BE MINIMUM I/2X4 STUDS BUILDING ELEMENT NAIL TYPE NUMBER AND DISTRIBUTION 222 v NAILED 160 @ 24"O.G.ALONG THREE FACES. HEADERS SHALL BE MINIMUM 2/2X6 UNLE55 NOTED ON PLANS.MINIMUM BEARING FOR 5TUD5,J015T AREA OF REMOVE EX15T. CONE. STUD TO SOLE PLATE COh'MON-TOE-NAIL 4-801 PROP05ED o WALKWAY PROVIDE O AND BEAMS SHALL BE 3 I/2".USE DOUBLE JACK STUDS FOR HEADERS OVER FIVE FEET IN LENGTH. �: '� STUD TO CAP PLATE COMMON-END-NAIL 2-16d u4 cv PLUMBING DOUBLE STUDS COMMON-DIRECT 1 O 12in C.C. OR 16d 3CinO.C. NEW STEPPING STONES CONTRACTOR SHALL INSTALL WATER SUPPLY AND SANITARY 5Y5TEM AS INDICATED.PROVIDE HOT AND GOLD SHUT-OFF VALVES AT ALL CORNER STUDS COMMON-DIRECT 1601 3Cin O.C. ADDITION (" 12.4' W SOLE PLATE TO JOIST OR BLOCKING COMMON 16d 16in C.C. 33' 3A' ' 213' FIXTURES.ALL WATER PIPING TO PITCH BACK TO HOT WATER HEATER.HASTE PIPING TO HAVE CLEANOUT5 AT ALL CHAN6E5 OF L LECTION AND o W CAP COMMON-DIRECT 16d 24in C.C. ¢ � AT BASES OF VERTICAL WASTES.USE 4" CAST' IRON THROUGH FOUNDATION HALL PITCHED MIN. I/S" PER FOOT.TRAP HASTE SIZES :=OR FIXTURES DOUBLE A: PLATE SHALL BE AS FOLLOWS: CAP PLATE LAPS COMMON-DIRECT 3-1601 AREA OF RIBBION STRIPS, 6 in. OR LESS COMMOPJ DIRECT 2-1001 EACH BEARING � PROP05ED � � O z > 2ND. FLOOR P15H HASHER 11/2" RIBBION STRIPS, OVER 6 in. COMMON-DIRECT Z-10d EACH BEARING OVER STOOP 1.'.0' KITCHEN SINK 11/2" ROOF RAFTER TO PLATE COMMON-TOE-NAIL 3-16d � PROP05ED LAVATORY 11/4" ROOF RAFTER 10 RIDGE COMMON-TOE .-NAIL 2-1601 DRYWELL d 51 OWER 2" JACI: RAFTER TO HIP COMMON- TOE--NAIL 3-10d - - 1 l 11 TOILET 3" FLOOR JOIST TO STUDS (no ceiling joist) COMMON-DIRECT 5--10d OR 3-16d _ Y - FLOOR JOIST TO STUDS (,with ceili^g o!st' COMMON- DIRECT 2 10d CIL/- ALL O v p -- ALL SYSTEMS TO HAVE ONE 3 MAIN VENT STACK INCREASED TO 4 THROUGH THE ROOF. PROVIDE FR05T-PROOF HOSE-61135 AS INDICATED ON ° I COR I TO SILL. OR GIRDER COMMON--'EOE--NAIL 2--164 PLANS HITH EASILY ACCE551BLE DRAIN-000r,5.THE HATER SUPPLY AND 5EHA6E DI5PO5AL SYSTEMS SHALL COMPLY TO THE APPLICABLE DOUBL.0 JOIST TO JOIST COMMON- DIRECT 10d-STAGGERED AT 16in COUNTY DEPARTMENT OF HEALTH STANDARDS AND REGULATION5.APPROVAL OF ALL PLUMBING M'U5T BE OBTAINED FROM APPROPRIATE LOCAL LEDGER STRIP C OYMON-DIRECT 3-16d AT EACH JOIST 230.12' AUTHORITIES PRIOR TO CONGEALMENT. PRIOR TO ORDERING,CONTRACTOR SHALL GUTS OF FIXTURES FOR OHNER5 APPROVAL. IN THE EVENT THE C EILING JOISTS TO PI.ATr- COMMON-TOE- NAIL 2- 1601 - 7 �., m A CEILING JOISTS TO EVERY RAFTER COMMON-DIRECT EF TABLE FC)LI0/JIPJG ° �� OHNER CHANGES,THE CONTRACTOR SHALL CREDIT THE OHNER FOR THE FULL SUBGONTRACTOR5 COST FOR THE GHAN6ED UNIT. ( ) N 07 58 50 W 50.00 - CEILING JOISTS (LAPS OVER PARTITION) COMMON-DIRECT 3-16d �`� dam' ASPHALT ROOF SHINGLE5 COLLAR BEAM COMMON--DIRECT 4 1001 # r IC G r EACH OAK STREET ALL STOPED ROOF SWINDLES SHALL BE GLA55-A ASPHALT ROOF SHINGLES OR APPROVED EQUAL,SHINGLES SHALL BE APPLIED GVER 15 BRIDGING TO JOISTS &: RAFTERS OMP�UN-DLZCCT 2-801 �_. �,H CPJD ASPHALT FELT HITH GAF-HEATHER-WATCH ICE AND HATER BARRIER APPLIED AT EAVES,VALLEYS AND FLA5HIN65.ROOFING TO PROVIDE ALL BRIDGING TO STUDS COMNIOPJ-DIRECT OR TOE 2-1001 EACH END ASPHALT I FLASHING NECESSARY FOR A HATERTIGHT, DIAGONAL BRACE ( o stud & brace) COMMON DIRECT 2- 8d TACH BEARING I� = WEATHERPROOF JOB.ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WI1N THE MI�NUFAGIURERS - SPECIFIGATIONS.CONTRACTOR SHALL SUPPLY COLOR 5AMPLE5 OF THE 5HINGLE5 FOR ARGHITECV5 AND/OR OWNER'5 APPROVAL,PRIOR TO 1-AIL BEAMS TO HEADERS (when nailing COMMON-END 1-20d EACH 4sgft. FLOOR permitted) AREA INSTALLATION. HEADER BEAMS TO TRIMMERS (when nailing COh"Iv"OfJ-END 1 -20d EACH 8s4ft. FLOOR THIS 15 AN ARGHITEGTURAL PLOT PLAN WITH INFORMATION DERIVED i=ROM A PROFESSIONAL SURVEY 6YP5UM WALLBOARD permitted) AREA GYPSUM HALLBOARD APPLICATION SHALL BE TAPE JOINT SYSTEM.ALL GYPSUM BOARD TO BE 1/2" ON HALLS AND 1/2" ON GEILINGUNLESS 1 in. SUBFLOORINS (6 in. or less in width) C OMMON--DIRECT 2-8d EACH JOIST PERFORMED BY JOHN GALLAGHER, LAND 5UR\/LYOR, DATED AUG. 2-f, 2009. OTHE-RN15E INDICATED.FIN15H JOINTS,J-BEADS,NAIL DIMPLES,CORNERS AND E06E5 SHALL BE TAPED AND RECEIVE THREE COATS OF JOINT 1 in. SUBFLOORING (over 6 in. in width) COMMION-DIRECT 3-801 EACH JOIST SGTM#: 1000-136-I-39 ZONE: R-40 COMPOUND.ALLOW 24 HOURS To DRY BETWEEN!GOATS.FINAL GOAT TO BE SANDED SMOOTH.METAL CORNER BEADS TO BE USED ON ALL OUT5IDE 2 in. SUB FLOORING COM�P)ON-DIRECT 2-20d EACH JOIST CORNERS AND AROUND ALL OPENIN65.ALL HALLS AND CEILINGS OF ALL 6ARA6E5 AND MECHANICAL ROOMS TO BE SHEATHED H!TH 5/5"TYPE-X 1 in. WA' L SHEATHING (bin. or less in width) COMMON-DIRECT 2-801 EACH STUD :� SHEATH: � I COMDiCN-DIRECT 2-801 EACH STUD ANAL GRADE FlNALGRADE FIREGODE 5HEETROGK.5HOWER AND TUB ENCLOSURES TO BE LINED HITH 1/2 HONDERBOARD.ALL OTHER BATHROOMS AND LAUNDRY ROOMS TO 1 in. WALL SHEATH N'G (over 8 in. in width) HAVE I/2"WA1Y=R RESISTANT SHEETROGK. PLYIAIOOD SI __ATI IIN'G & SUBFLOORING COMMON-DIRECT I � 1 ROOF r �� 2-801 EACH RAFTER N " _ 1 _ - _ 1 in. ROOF SHEA, H NG (6 in. or less in PRECASTCONC.DOME NYS ENERGY CONSERVATION CODE h) n (over n d U O Tl`� ROOF SHEATHING (o� 6 in. in width) CORROSION- 3-8d EACI-: RAFTER IN MIN' I PRECAST CONE.DRYWELL RING ALL HINDOH5 SHALL HAVE AN INFILTRATION RATING OF 0.5 CFM PER FOOT OF OPERABLE SASH.ALL WOOD 'R � 2_ G zoI SHINGLES, MOOD COR: c.1.!OIJ-RESI�TI1%E N0.15 B & S EACH BEAR',N� I .'�I SEEDRYWELLCALCULATIONS r 1 FOR ACTUAL NUMBER OF RING(S) ['1 SWING TYPE AND 5LIDING GLA55 DOORS SHALL HAVE AN INFILTRATION RATING OF 1.0 CFM PER SQUARE FOOT OF SUPPLY DOOR ATEA.ALL VvEATHER BOARDING C OMMON-RESISTIVE 2-801 EACH B EA.RIPJG 1 �) o &DOME(S) "�11 HEATING EQUIPMENT SHALL.MEET THE EFFICIENCY 5TANDA05 OF THE NEW YORK STATE CODE.THERMOSTATS SHALL MEET A MINIMUM REQUIRED 1/2 i. FIBERBOARD SHEATHING 1 1/2" GAL''ii1P1.RGCrING Ni;ll TABLE RS 16-18 SIZE OF VERT G LE LEADERS I I N RANGE OF 45-14 DEGREES.DOMESTIC HOT HATER SHALL BE EQUIPPED WITH CONTROLS TO LIMIT HOT HATER TEMPERATURES TO 1,10 DEGREES 6d COMMON NAIL R, , �1 3 in. C.C. ON AIA. FDGES & 6 DIA,d TER CF LEADER OR CONDUCTOR (n) �rPA. 1.4AXIL-1Uh PROJECTED ROOF P,L1Er, sq.f,.) FAHRENHEIT.ALL NEW CONSTRUCTION SHALL CONFORM TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE 2009. 16 G.A. G.AL`✓ANISCD STAPLES, in. C.C. AT OTHER BEARINGS I =I W 1 1/8 iN. LONG, 7/16" 2 22.6 433 3' O• 3 0" ¢ ~ 5MOKE/CARBON MONOXIDE DETECTOR NOTES: C R04°N 2 112 39.6 779 = M, I,DWELLING UNITS SHALL BE EQUIPPED WITH SMOKE DETECTING DEVIGE5 RECEIVING THEIR 23/32 in. FIBERBOARD SHEAtHING 1 3/4" GALVAN.ROO',FING NAIL 3 66.6 1,278 1 ! 6d COMMON NAIL z c 4 143.0 2,745 1 ;� OUTSIDE DIAMETER PRIMARY POWER FROM THE BUILDING HIRING AND THEIR SHALL BE NO 5WITGHE5 IN THE 3 in. C.C. ON ALL EDC-S & 6 I I 16 CA. GALVANISED STAPLES, in. C.C. AT OTHER BEARINGS 5 261.0 4,992 LINE OF GR ND I Q CIRCUIT OTHER RHAN THE OVERCURRENT DEVICE PROTECTING THE BRANCH CIRCUIT. 1 1/2" LONG, 7/16" CROWN 2. ALL SMOKE DETECTING DEVICES REQUIRED TO BE PROVIDED AND INSTALLED SHALL EITHER 8 023.0 8,12 t I - COLLAR MATERIAL - rr ,11.0 11,491BE ACCEPTED PURSUANT TO RULES AND REGULATION PROMULGATED BY THE COMMISSIONER, CD 1 _> in. GYPSUP/30A.RD SHEAT IIIVG 1 1 2" GALVAIv.R00FIIJG NAILJ z / / 10 1,6,;1.0 31,;18 APPROVED BY THE BOARD OF STANDARDS AND APPEALS OR BE L15TED BY A NATIONALLY 11 GA. 3/8" -10 7/16" HEAD 4 in. C.C. ON ALL EDGES & 8 U!DERGROUNDSANDdcGRAVELSTRATA Q z RECOGNIZED INDEPENDENT LABORATORY THAT'MAINTAINS PERIODIC INSPECTIONS OR PRODUCTION 16 GA,. GAI.`IANISFD STAPLES, in, C.C. Al O LHER BEARINGS ��. Q O OF L15TED EQUIPMENT AND WH05E L15TIN5 STATES THAT THE EQUIPMENT MEETS NATIONALLY 1 1/2" LONG, 7/16" CROWN �d TABLE RS 16-19 SIZE 0- ROOF GUTTERS DR Y ELL DETAIL REGOGNIZEq STANVARgS. 3.NO DEVICES SHAH BE DEEMED TO BE IN COMPLIANCE UNLE55 IT IS OF EITHER THE IONIZATION MAXIM10 PROJECTED ROOF AREA FOR GUTTERS OF VA.R OUS ^... C _ILINC JOIST NAILING FVFRY RAFTER (NU171IJer Of 16d nods) 'DIAt`,1ETER SLOPES 1/16 IN. SLOPE 1/8 IN. S_OPE 1/4 IN. S OPS 1/2 IN. SLOPE 4 MTS CHAMBER OR PHOTO-ELECTRIC TYPE.SUCH DEVICES SHALL BE IN COMPLIANCE HITH THE REQUIREMENTS OF REFERENCE STANDARC�RS 11-I ,j I � date: 4.SMOKE DETECTORS SHALL BE LOCATED HITHIN 15.0 FT.OFF ANY BEDROOM(MAXIMUM). of r'uTTFR (SQ. Fr.) (s,. FT.) tsn. FT.) tsG. �T.; • DRAINAGE CALCULATIONS 5.5MOKE DETECTORS TO BE HARDHIRED AND INTERCONNECTED. SLOPE OF ROOF 4/12 5/12 6/12 7/12 9/12 12/12 3 ................................ 1L4 192 272 385 USE CARLSON PRECAST DRrHELLS OR APPROVED EQUAL 6.CARBON MONOXIDE TO BE PROVIDED A5 PER CODE RAFTER SPACING, O.C. (in.) 16 24 16 24 16 24 16 24 16 24 16 24 4 ................................ 288 409 575 815 BASED ON CONTAINMENT OF 2" RAINFALL IN 24HR PERIOD 5 ................................ 500 705 1,600 1,42E TAE3LE: R301.20) DRYWELL CALCULATIONS (FRONT ADDITION OF HOUSE + PATIO) GLINi,4T'IG .AND OF_OORPAF'HIG DESIGN GRITE'.RIA WIDTH OF BUILDING :- 6 ................................ 770 1,090 1,540 2,220 GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM HINTER ICE SHIE;.D UI TO 2 F..J. 7 ................................ 150 1,560 2,220 3,120 AMOUNT 8" RAINFALL C1.0 C.F. sheet no. ' 5 8 4 7 3 5 3 4 3 3 3 3 BUILDING ROOF 925 2 12 1.0 154.2 5NOW DE516N DE516N UNDERLAY- FLOOD 8 ................................ 590 2,250 3,180 4,496 FR05T LINE MENT TOTAL CUBIC FEET REQUIRED 154,P DEPTH A. 3:600 4,080 5,780 8,000 3 3 10 PROVIDE: Cl) 8-0'8 x 4-0'SECTION = 168,9 CU, FT, p LOAD SPEED(MPH) CATEGORY WEATHERING TERMITE DECAY TEMP. REQU1Rl o Z 24 TO 30 FT 11 6 9 4 7 3 3 d a ' 45 P5F 110 G SEVERE 3-4' M-H 5-M 13 YES 1-25-18 (GUT ERS 0-HER THAN SEMICIRCULAR I4AY DE USED PROVIDED TRAY HAVE THE SAMF CROSS- SECTIONAL. AREA 1 d a�......,_, _.._._..-_......_._«—.__,...._..._.._.__ ..._.,............,._..._..,...._.,.......,........... .......... aid .... _...,..,...•. ...w.._.. ..._w..._.....-,.....__..,.._._..,.,,,_,._........-...-. ......_.__.�.._._.....,......,.. .. _._......_...,_e....___'"__'"__ r RI G' 1-15 FINAL PLANS # 1 f a r„3' #„i t. 6�"?. i �—• # y 2` 51k : 4'x4'AGO.BM. 4'x4'AGQ.BM. 4'x4'AGO.BM. 4'x4'AGO. I 11... . ? (A 1 < 3 • ' PEGK 4x4 AW.BM. . ___.__.-___.. ... 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