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Home My WebLink About38017-Z x� Town of Southold Annex 6/3/2013 g�IFFDt�-� P.O.Box 1179 54375 Main Road co Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 36273 Date: 6/3/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2055 Grandview Dr, Orient, SCTM#: 473889 See/Block/Lot: 14.-2-3.20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 1/1/1900 pursuant to which Building Permit No. 38017 dated 5/13/2013 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: "as built"alterations and additions, including covered porch, covered entry and balconies, to an existing one family dwelling as applied for per ZBA#6512, (see conditions 1 &2 of ZBA decision)dated 11/17/11. The certificate is issued to Treanor,Patrick&Hennelly, Josephine (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 36300 5/30/13 Irq PLUMBERS CERTIFICATION DATED 5/21/13 Mike J bi Plumbing&Heating Of Auth Sign4ture ��g11FF0(,�co!'y TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE icy . 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#: 38017 Date: 5/13/2013 Permission is hereby granted to: Treanor, Patrick & Hennelly, Josephine 109 Stratford Ave Garden City, NY 11530 To: as built" addition and alteration to a one family dwelling: foyer, bathrooms, mud/laundry room, pantry and skylights, as applied for per ZBA 6512, dated 11/17/11. Replaces 36300. At premises located at: 2055 Grandview Dr, Orient SCTM # 473889 Sec/Block/Lot# 14.-2-3.20 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 11/12/2014. Fees: PERMIT RENEWAL $1,400.00 CO -ADDITION TO DWELLING $50.00 Total: $1,450.00 uilding ns TOWN OF SOUTHOLD 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#:-35300 Date: 4/5/2011 Permission is hereby granted to: Treanor, Patrick & Hennelly, Josephine 109 Stratford Ave Garden City, NY 11530 To: 'As Built', Addition & Alteration to a Single Family Dwelling; Foyer, Bathrooms, Mud/Laundry Room, Pantry & Skylites, as applied for. At premises located at: 2055 Grandview Drive, Orient, NY SCTM # 473889 Sec/Block/Lot# 14.-2-3.20 Pursuant to application dated 3/11/2011 and approved by the Building Inspector. To expire on 10/5/2012. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,161.60 Total: $2,211.60 Y Bui ding 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 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B.. For existing buildings (prior to April 9, 1957.) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent,to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $5.0.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial $15.00 Date. ' New Construction: Old or Pre-existing Building: (check one) Location of Property: „?n!� a d'"b Y l -40 �)Rl V?_ House No. Street Hamlet Owner or Owners of Property: 8146 ►R M Al e2A 110S6P O b T A)e J ��/ Suffolk County Tax Map No 1000, Section I L / Block7` 2 Lot 3.ZO Subdivision Filed Map. Lot: Permit No. Date of Permit. �/ 5 — /� Applicant: jl,�5— 460 W Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: Applicant Signature Town Hall Annex pv �� Telephone(631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 CA • Southold, NY 11971-0959 y�j�l �a4� roger.richert(c.town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Treanor Address: 2055 Grandview Drive City:Orient St: NY Zip: 11957 Building Permit#: 36300 Section: 14 Block: 2 Lot: 3.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Mike Wilson Electric Inc License No: 5139-me SITE DETAILS Office Use Only Residential x Indoor X Basement x Service Only Commerical Outdoor x 1st Floor x Pool New Renovation x 2nd Floor x Hot Tub Addition Survey Attic X Garage x INVENTORY Service 1 ph Heat oil Duplec Recpt 109 Ceiling Fixtures 18 HID Fixtures Service 3 ph Hot Water GFCI Recpt 12 Wall Fixtures 38 Smoke Detectors 6 Main Panel A/C Condenser 4 Single Recpt 2 Recessed Fixtures 91 CO Detectors Sub Panel A/C Blower 4 Range Recpt Fluorescent Fixture Pumps Transformer Appliances M76 Dryer Recpt 2-30 Emergency Fixtures Time Clocks Disconnect' Switches Twist Lock Exit Fixtures TVSS Other Equipment: 4-combination smoke/co detectors, 6-ARC fault circuit breakers, 7-paddle fans, 6-exhaust fans,1-hydro massage tub,1-oven,1-standby generator with transfer switch Notes: Inspector Signature: Date:_May 30 2013 Electrical Certificate.xls C2 TG*n Hall, 53095 Main Road C4 Fax (516) 166-1 82s P. O. Box 1179 U -rolophonb(tiO)765-11302 Southold, NeW York 11971 ZIP if's OFFICE OF THE BUILbING INSPECtOF1 TOWN OF SOUTHOU) c 9 A t I V I C A T 1 0 N DATE'. 1-3 buildihj Permit No, -7 fi-rc, E C E W(please priht) E - I k :E2�awvor MAY 21 2013 Plumber i rlJ k e JCLCO (a 11 BLDG.DEPT. (please print) TOWN OF SOUTHOLD I certify that .the solder tiled in the watet g00131V bVgtefil contains less than. 2/10 of i% lead. P11timberVS1qnatUrl9) sworn to before' tale this day of O.&A Ro 13 )rotary Pdb is County GZIO�� ixa CAROL HYDELL Al"n ,_"�IdX IS N Rt NI314pW10 NOTARY PUBLIC-STATE OF NEW YORK 969691,9A S0_9 NO.0IHY6189695 AHOA M3N:10 31YIS-0I18r(4AW4OW,,- QUALIFIED IN'SUFFOLK COUNTY PGAIIH!-10HY9, COMMISSION,EXPIRES 06/30120 4 fL OF SOUjyo C uHn, ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: �' - CONS— IN �/j Ole 1 DATE INSPECTOR o I� of soil TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION] FOUNDATION 1ST [ ] ROUGH .PLBG. [FOUNDATION 2ND [ ] INSULATION ' FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: 100, 617- P UA > DATE f f I INSPECTOR G� , so x courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [/r-F---RA MING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: d c :) DATE-2 3 INSPECTOR ` r- pF SOUTy�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION k] F'RE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR Of SOUryOlo o�yco TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT " [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC RICAL (FINAL) REMARKS: DATE Z//2'INSPECTOR . hO�xpF SOUly�lo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI AFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR SO(/r�o! o�'YOOUNTI TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - FOUNDATION 1ST [ XFI GH PLBG. FOUNDATION 2ND [ LATION FRAMING /STRAPPING [ L . [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 0,4 v DATE g INSPECTOR OF SOUry�lo cOUm,a TOWN OF SOUTHOLD BUILDING DEPT. `y 765-1802 ,M INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �' �U 1 INSPECTOR' FAIRWEATHER-BROWN DESIGN ASSOCIATES,INC. 205 Bay Avenue Greenport,N.Y. 11944 631-477-9752 (fax)631-477-0973 May 31,2013 Southold Town Building Department P. O.Box 1179 Southold,NY 11971 Re: Treanor Residence Orient,NY Building Permit#38017-Z To whom it may concern: This letter is to confirm that based on my observations on several occasions throughout the construction process at the above referenced project;and to the best of my knowledge,belief and professional judgment, the strapping has been installed in accordance with the revised plans and the Residential Code of New York State. If you have any questions,or require additional information,please feel free to contact me. Thank you for your attention to this matter. aFJ Sincerely, A,4- y0� Robert I. Brown,A �OFt4 C ED MAY 3 1 2013 BLDG.DEPT. TOWN OF SOUTHOLD A. 1 1 0 • � . 1 1 r ' C. r ® �✓i!� 1✓._ _ ii Y � �� JI� ./ _.� ice,%.... I M.Wwwi," kir LIM PUMMING w 1 !STATE ENERGY 01 ® ' ADDMONAL C6 01ENTS WA 1 Ill 9 TIME! TOWN OF SOUTHOLI) BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL ' Board of Health SOUTHOLD,NY 11971 �-o 4 sets of Building Plans TEL: (631)765-1802 �� Planning Board approval FAX: (631) 765-9502 31)1�0 0 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined_ ,20 Storm-Water Assessment Form Contact: Approved ,20 Mail to: •ove a Phone: ��— Expiration 0 3 ,20 P, Building Inspector APPLICATION FOR BUILDING PERMIT Date '—A—&-c,�'v /o , 20� INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signatu f applicant or name,if a corporation) ( ailing address o plican State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder OW7��- i Name of owner of premises �%ticrek l PG�i'iB� (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. Loca on of I d on w ' proposed work will be done: r►Q� vsec� r��r e, Oiere� pz' Hous a Street Hamlet C.ou ax Ma 1000 Section Block C� Lot 3 e Subdivision Filed Map No. Lott 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b b. Intended use and occupancy 3. Nature of work(check which applicable):New Building A�ition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost_ , 6010 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 ��1- Rear �� t Depth Heighto ��-!' Number of Stories o2, f Dimensions of same structure with alterations or additions: Front Rear Depth .-/ t: Height 'k I r Number of Stories A 8. Dimensions of entire new construction: Front a Rear Depth Height Number of Stories 9. Size of lot: Front /5-0 ! Rear f(o0 r Depth 'g/'� 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 v 11 13. Will lot be re-graded?YES NO ✓ Will excess fill be removed from premises?YES NO v 14.Names of Owner of premises 0 1P-- Address eggOE J Cl.-,-q Phone No. .S/6 - 74-S-Off6o Ce& Name of Architect :&i3e.T 8&o cU Address �Rc u�b!'�' Phone No 467 7- 7,-A Name of Contractor 7/c KEL3 E/LJ Address Sjurf&L� Phone No. 63--4o 3-16-8'67 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY B�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 y * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OF 7'hj Al IM T-% being duly sworn, deposes and says that(s)he is the-applicant (Name of individual signing contract)above named, (S)He is the aq c"� (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn t be ore me thi / day of 20/ I F.CIDONE �Z' Not Public Notaryu.01 State 4 6 of A licant �' No.01CI4661406 jgnature pp Qualified in Suffolk County Commission Expires Dec.31,2013 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying'? TOWN HALL - I ) Board of Health SOUT D 11111-171� �fJ EF_ 4 sets of Building Plans TEL: ( 1 9 UU V L� Plamung Board approval FAX: ( 65-9502 2 G�I Survey Southo n.WpRth2'orl��$t I MIT NO J o Check Septic Form r V"1 N.Y.S.D.E.C. BLDG.DEPT. Trustees TOWN OF SOU;!!9LD Flood Pernut Examined 20 Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c d Phone: Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT Date G( l Z� , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (� 'ignature of applicant or name,if a corporation) Y7C S6 tRlr}kac o� zu 1. (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder tWUna L. C 0/ti idLaC To((- Name of owner of premises PR I g i C 1 C �2 1�✓v O�r (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: , asp House Number Street Hamlet County Tax Map No. 1000 Section 1/ Block o2 Lot Subdivision l 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 _57m6 Gr FA rk/q (Z bf t p6u_C-L— ' C b. Intended use and occupancy S'(wU C(r —tom `L`( c-rlo el— L 3. Nature of work(check which applicable): New Building Additions —Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 60 i 00 a 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 i'tld�` 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 K/_660CI IfJI- ktJ Address b-a'&wf0/1r Phone No d-1 77_ 97,59 Name of Contractor %6rleas(/-,l Address Phone No. Q 7 _-Z- 15 a. Is this property within 100 feet of a tidal wetland or a fieshwater wetland? *YES NO IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 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 ) � 1 1 b I2••- '7—o,y I`�2 ( SG Y`— being duly sworn, deposes and says that (s)he is the applicant (Name of individual sighing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this , I of Arz 11 I 20 i ICKI TO N tar yN031M N06190696 Signature of Applicant C.uali5d in Suffolk County unites July 28,2012-- FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 21, 2011 To: Tor Torkelsen for Patrick Treanor 790 Clipper Drive Southold, NY 11971 Please take notice that your application dated April 18, 2011 For_construction of a third story"as built" to an existing dwelling at Location of property 2055 Grandview Drive, Orient, NY County Tax Map No. 1000—Section 14 Block 2 Lot 3.20 Is returned herewith and disapproved on the following grounds: The "as built"third floor addition, is not permitted pursuant to Article III Section 280-14 which states; "No building or premises shall be used and no building or part thereof shall be erected or altered in the ...R Districts unless the same conforms to the Bulk Schedule and Parking Schedule incorporated into this chapter with the same force and effect as if such regulations were set forth herein full." The permitted number of stories is 2.5 The "as built" construction represents a third story. Authorized Signature FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 21, 2011 UPDATED: September 7, 2011 To: Tor Torkelsen for Patrick Treanor 790 Clipper Drive Southold, NY 11971 Please take notice that your application dated April 18, 2011 For construction of a third story"as built"to an existing dwelling at Location of property 2055 Grandview Drive, Orient, NY County Tax Map No. 1000—.Section 14 Block 2 Lot 3.20 Is returned herewith and disapproved on the following grounds: The "as built" third floor addition, is not ermitted pursuant to Article III Section 280-14 which states; "No building or premises shall be used and no building or part thereof shall be erected or altered in the ...R Districts unless the same conforms to the Bulk Schedule and Parking Schedule incorporated into this chapter with the same force. and effect as if such regulations were set forth herein full." The permitted number of stories is 2.5 The "as built" construction represents a third story. Authorized Si ng ature r:r7 �i r BOARD MEMBERS F SO�j Southold Town Hall 6 Leslie Kanes Weisman,Chairperson �0�' Ol0 53095 Main Road-P.O.Box 1179 Southold;NY 11971-0959 James Dinizio,Jr. Office-Location: Gerard P. Goehringer G Town Annex/First Floor,Capital One Bank George Horning 'O �� 54375 Main Road(at Youngs Avenue) Ken Schneider �yCO� ,� Southold,NY 11971 http://southoldtown.noafork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)7654809-Fax(631)765-9064 FINDINGS,DELIBERATIONS.AND DETERMINATION MEETING OF NOVEMBER 17,2011 ZBA FILE: 6512 NAME OF APPLICANT: Patrick Treanor PROPERTY LOCATION: 2055 Grandview Drive, Orient,NY SCTM#1000-14-02-3.20 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 September 14, 2011, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LW": The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: Subject parcel is improved with a two story dwelling containing 47,757 sq. ft. It has 150.00 feet of frontage on Grand View Drive, 318.91 feet along the southern property line, 160.00 feet on the western property line and 3 03.8 8 feet on the northern property line as shown on the survey prepared by Peconic Surveyors,PC, dated April 26,2005. BASIS OF APPLICATION: Request for Variance from Article III Section 280-14 and the Building Inspector's April 21,2011 updated September 7,2011 Notice of Disapproval based on an application for building permit for construction of a third story"as built"to an existing dwelling at: 1)more than the code required number of stories of 2 and %: RELIEF REQUESTED: The applicant proposes to use an as built third story as livable floor area for a new bedroom, bathroom and sitting space with balcony and attic storage in the subject dwelling presently under renovation. AMENDED APPLICATION: During the hearing,the applicant was asked to bring the plan into more conformity with the code. The applicant, on November 4,2011, submitted a plan describing the use of the proposed third floor for storage, a.sitting room and access to a new balcony via sliding glass doors, bringing the plan into more conformity with,the code. ADDITIONAL INFORMATION: The applicant stated that the:dwelling will`be equipped with a fire sprinkler system throughout., I, 1 Page 2 of 3—November 17,2011 ZBA File#6512-Treanor CTM: 1000-14-2-3.20 j • I FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 3,2011, 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: I 1. Town Law 4267-b(30)(1). Granting of the requested variance as amended will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject dwelling structure is similar in size, mass and style to the majority of residences in this neighborhood. There is no evidence presented that the use of the proposed area of the third floor will be a detriment to nearby properties and the sitting room and balcony will provide the owner with the benefit of a water view from the third floor. I 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some.method, feasible for the applicant to pursue, other than an area variance. The use of a third story of a one-family dwelling requires a variance by code. I 3. Town Law 4267-b(3)(b)(3). The variance granted herein for a third story use is substantial. However, the I substantiality of the variance is mitigated by its use being limited to storage, a sitting room and access to a new f balcony. ! is 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential 'community will have an adverse impact on the physical or environmental conditions in the neighborhood. The entire renovated dwelling will include the installation of a fire suppression system (sprinklers) and gutters and leaders into drywells to retain roof runoff onsite all per code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the ! limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law �267-b. Granting the limited use of the third story. area, as described on the amended plan, as storage, a sitting area and access to a balcony is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a third story limited use while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. 1 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under I New York Town Law 267-13, motion was offered by Member Schneider, seconded by Member Goehringer, and duly carried,to DENY, as applied for, and GRANT ALTERNATIVE RELIEF, as described on the amended plan prepared by Robert I. Brown,Architect dated November 3,2011 labeled third floor,drawing no.: A3A . Conditions: 1. The third story area shall only be used for storage, a sitting area and access to the balcony. 2. There shall be no interior doors installed on the third floor, except for a door at the top of the stairwell to the third floor and closet doors as proposed on the above referenced third floor plan That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. I i Before applying for a'building permit,the applicant or agent must submit to the Board of Appeals for approval and filing,two sets of the final architectural drawings conforming to the alternative relief granted herein,The ZBA will forward one set of approved, stamped drawings to the Building Department. Failure to follow this procedure may result in the delay or denial of a building permit,and may require a new application and public hearing before ! the Zoning Board of Appeals. Page 3 of 3—November 17,2011 ZBA File#6512-Treanor CTM: 1000-14-2-3.20 Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey.site maps, 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. Vote of the Board: Ayes:Members Weisman (Chairperson), Goehringer, Dinizio, Schneider. (Absent w ember Horning) This Resolution was duly adopted(4-0). c Leslie Kanes Weisman, erson Approved for filing //Chai /2011 I i I I i ,I *of So�j Town Hall Annex J TelePlhone(631)765-1802 54375 Main Road ggp P.O.Box 1I79 G . Q roaer.richert(cown SOUthol� ny us Southold,NY 11971-0959 � BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ��e 1 W �1 So-, Date: Company Name: Name: License No.: Address: 'A,6 �i S S c u--� 5�'rr-ems `F �i:La. l•erVC-c-s- , tom Y 11� 5Z Phone No.: JOBSITE INFORMATION: (*Indicates. required information} *Name:. *Address: 2.C3 SS Gtr- 4.c�V ie� C *Cross Street: *Phone No_: Permit No_: �Sb Tax Map District: 1000 Section: 1. Block: Lot; *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ab (Please Circle All That Apply) *Is job ready for inspection: OYES / NO Rough In Final *Do you need a Temp Certificate: YES NO Temp Information (If needed} - *Service Size: 1 Phase 313hase 100 . 150 . 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters. Change of Service Overhead . Additional Information: PAYMENT DUE WITH APPLICATION 11 L o t� 2 C"' t@Orr—S �So 82�Reauest for Inspection Form . G �3y� TOWN OF SOUTHOLD PROPERTY_ RECORD CARD l�lc OWNER STREET 5 J' VILLAGE DIST. SUB. LOT LCA -)or OIL FOR ER OWNER E ACR. 4 N' I11�. S .. �l O IdML W TYPE OF BUILDING Pei /ply 20 RES. o SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS _�� ► o v� A s ✓ s - L� 5 I r csF �o Lvns�. �' 0 at /elo 6 5 � �' Z 1SQ 112 r0 '. lee- boo-$ 5-:0�mo P 4 cc H &6 1 3 2®os a �l� 1 6A, ,v c ; -7 mj - L. tz6zl6 61- Cokra?b r a j• ' 1947z oa Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROADa ' Mead'awland e �- DEPTH 7 f ^Ho64 Plot , l BULKHEAD Tdta I � s t: , 'P;.,s - " - ,li�M1 �' "'K "`#•'� 'I' r•n S 4,�`,h�P 4.n 13, z. }.l T ��`;��ri,l6' ��.�� L:Yd ..-�_ _ '�1F�.1Cf ti 5.rri ■■■��■■■■�®■■■■■■�■■ LLJ s , a - ■■■�ii__��.� I__^,■■ Ifs■ _ + - _ � ■■■It■■r■iiif�■�i■�il■If�i■ Ext. Walls Interior Finish Fire Place Rooms 1 st Floor Driveway Rooms 2nd Floor d )• BUILDING PERMIT EXAMINER CHECKLIST Date Submitted: Date Reviewed. r f / Applicant: C�'�',� Owner: �ti� b�- Architec /P /C � ' Estimated Cost: J i40 SCTM# 1000—_ — — 3-9-0 Subdivision: Zone: Conforming? y � e B � Property Address: dos City: �JR�- Pre COs? A/ Building Permits (Open/Expired): BP r-- -Z/C/o Z- Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info: Single& Separate Search Required? Y o Ni(Aetertnination: I REQ. Lot Size: IV 6.00. ACT. Lot Size: REQ. Lot Cov. ACT: Lot Cov. REQ. Front -tea ACT. Front s R 8Q Side /cc_ ACT. Side 0 K REQ. Rear .So PROP. Rear - REQ. e'ght.-,:3 S ACT. Height —'XI S 10G 12 Q, B si oc-s 3S A CT O L kjoject Description Waterfront? Y of,L109 If yes, water body: Panel# Flood Zone: Rulkhead/Bluff Distance: P ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y o(9If yes, *Bed#: *Date: _/_/ *Permit#: Town Septic: Y 01`6 - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1175 Y 06 Date: / / Permit#: or NJ Letter- Notes: Southold Trustees: Y olo Date: / /_ Permit#: or NJ Letter-Notes: Southold ZBA: Y olo- Date: / / Permit#: -Notes: Southold Planning: Y o1�o- Date: '/ /_ Permit#: -Notes: Town Landmark C of A: Y o&TE: / / *NYS CODE Compliance(page 2) Y r N Notes: AA-5 )tE Fes,(,��o VJe �4p/ev\I��D FoK 31� d oo D/l! 7711 -S 777M I 0 CO C _ a C-4 (It L_ Fee Structure: Calculation: F oo✓e_ I Foundation: o- 9 SF First Floor: 1 SF l $ g $ + Initial Fee: $ a--0 0 0 0 Second Floor: 1 0 53 SF + Additional Fee Other: SF SF X $ _$ Total: XA P X-_SF / 3 4 , on-0 0114 ��' +Additional Fee i j 0 -I-e jt� SD 1 b �-W I ( e ( o U TOTAL: $ 1 . , NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPH C DESIGN CRITERIA: / V .Ground Snow Load;2-0 Wind Speed: 120MPH Seismic Design Category: B / Weathering: Severe y -Frost Depth: 36" Termite: M-H' we Decay: S-M NET Design Temp: 11 -fee Shield Underlay:YES Flood Hazards: ° f USE/OCCUPANCY CLASSIFICATION: Al C HEIGHT/FIRE AREA: + TYPE OF CONSTRUCTION: ` DESIGN CRITERIA: ENGINEEiZED/PRESCRTPTIVE FULL FRAMING DESIGN ELEMENTSON 0 HEADERS;(9/N WALL STUDS: Y/N GIRDERS, YIN C CEILING JOISTS: OfN FLOOR JOISTS:YIN ROOF RAFTERS: YIN LUMBER SPECIES AND GRADE:NIN WINDOW AND DOOR SCHEDULE: off -MISSLE TEST_ RE UIREAIENTS:& N EGRESS 5.7 / .F.:611ICI t LIGHT 8%:WN VENT 4%:�/ICI NAILING/CONSTRUCTION SCHEDULE:a MEANS OF EGRESS:O/N PLUMBING RISER DIAGRAM: Y/® °' - LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N 0 TRUSS DESIGN: Y/N /J CERTIFICATION: YIN 0 ENERGY CALCS M TOTAL COIYIPI�IENCE?6N (RETURN TO PAGE ONE) S Tor Torkelsen From: Patrick<patrick_treanor 2000@yahoo.com> Sent: Monday, January 31, 2011 9:26 AM To: Tor Torkelsen Subject: Re: Permit I agree. Let rib do the permits-I asked him to this already, so that is good. Please proceed. On Jan 31, 2011, at 8:45 AM, Tor Torkelsen<torkyoptonline.net>wrote: Patrick, I forgot to mention about a permit for the front area. I would suggest that Rob Brown get the permit as he will need the plans and can fast track the permit. What are your thoughts? We will use homasote to cover up the stairs and floors today or tomorrow. I would like to do some exploring to see about plumbing and we want to preserve as much as possible. Thanks, Tor 1 Tor Torkelsen From: Patrick<patrick_treanor_2000@yahoo.com> Sent: Friday, February 04, 2011 5:00 PM To: Tor Torkelsen Subject: Re: Checking in Ok. Please let me know if you need anything. Have a great weekend. Pat On Feb 4, 2011,at 9:29 AM,Tor Torkelsen<torkv@optonline.net>wrote: > I have a roll-off ordered for Monday and hope to start the demo on Monday. > I talked to Rob and he will get things together to file for the permit. > I met LIPA at the site and the power was turned on. I cleared a path >for him to the meter. >We installed some of the homasote on the floor and will put down the > rest on Monday. >Thanks, >Tor >-----Original Message----- • From: Patrick[mailto:patrick treanor_2000@yahoo.com] >Sent: Friday, February 04,20119:15 AM >To:Tor Torkelsen >Subject: Checking in > Hi Tor, > How is everything going at 2055 Grandview Drive? > Pat 1 s Date 47 16tC File # ( - TOWN OF SOUTHOLD COMPLAINT REFERRAL FORM o�2/FvT Location of Complaint: ?o S5- 11`C'ON SCTM# l.� 2 Property Owner: &-ke� e-awpv � +e��l��,, Phone Address: NATURE OF COMPLAINT: MCI ILIS COZ� ACTION T KEN: AJ �v � , � Optional: Complainant: By Phone.- Mail In Person Address Phone: Report Taken By: Date 3/7/?0Q Date Referred to Code.Enforcement: CODE ENFORCEMENT.REPORT SITE INSPECTION REPORT/DATE: ACTION/DATE: r S�FF04 - Town of Southold Annex 3/8/2011 54375 Main Road Southold,New York 11971 COMPLAINT To: Treanor, Patrick&Hennelly, Josephine Complaint#: 2011-073 109 Stratford Ave SCTM#: 14.-2-3.20 Garden City,NY 11530 Follow-up Inspection Date: 3/22/2011 Location: 2055 Grandview Dr PLEASE TAKE NOTICE, a complaint has been registered against the location described above, in that the above named individual(s) did commit or permit to occur the following offense: Construction without building permit. This condition constitutes a violation of- When on 3/8/2011, I did observe the following: property will be re-inspected for compliance on: 3/22/2011 Damon Rallis SO!/jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 yc Southold,NY 11971-0959 �l� �� cou BUILDING DEPARTMENT TOWN OF SOUTHOLD May 24, 2013 Patrick Treanor 109 Stratford Ave Garden City, NY 11530 RE: 2055 Grandview Ave, Orient TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: //Llv "NOTE: The Building Inspector is requiring Certification for the house 5 77VV strapping Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (Contact your electrician) A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 38017- "As Built" Addition/Alteration e�011 - 3 b G'N _ BOSS I am familiar with the STANDARDS FOR APPROVAL 5CON.S AND CONSTRUCTION OF SUBSURFACE SEWAGE welt DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES SURV OF I' 0 'ERTY and will abide by the conditions set forth therein and an the permit l0 Cr.�slru[t A T ORIENT The location se wens and ceor data shown hereon are J T 0 WN OF SOU- OLD from retd observations and or data obtained from others. Elevations are referenced to an assumed datum. SUFFOLK COUNTY, EyV YORK'•. 1000-14=02-3. 0 SCALE: V-50, 1 Aug. 31, 1999 d June 14, 2004 (addillj)ns) ��`06 sty p �� APRIL. 26, 2005 M1hTflouno)Iion) l �03 o ytw ,fi r o-�- o; . t„po lJoce sep�c Measureri7eofs N N� f sr 48•' /9• r 5/.5• 38' 37 ' • Nyt�/ ?a+ B1 V' �+ 1. op 1rQS O caCIA ti; O tt z5 ��U1'igh p•..,, i:FR T!FIEC TCI. Fidelity Notioro! Title Insurance i;empony of New Yore - ,11► � •� *� 99-23018 t i ANY AL TCRATION OR ADDITION TO THIS SURVE 1'IS A VIOL A!IOPJ r�• .._-• -jr SECT:,)N 7209 OF THE NEW +;;Rr STATE EDUCATION IAw EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL C£PTIFJCATIONS (516) 765 - 5020 ---•---� L01 nu 'e's refer to "Mop of Grand Vier Estates" HEREOF! ARE VALID FOR THIS MAF ANC: COPIES THEREOF ;1Ni r rF P. C) BOX 90-9 I fled n the Suffolk County 0&6's Office on .tune SAID MAY OR COPIES BEAR THE IMPRESSED SEAL OF THE SURvEYOR 1230 TRA VEL1'k y TREE T 47.757 sq. M 8. 1982 os,FAc No 7083 WHOSE S%C:NATURE APPEARS HEHF.OPv QQ�� (] well SOU THOL0. N Y 1197 ✓V REScheck Software Version 4.0.1 NotCompliance Certificate Project Title: Treanor Residence Addition/Renovation Report Date:03/11/11 Data filename:C:\Program Files\Check\REScheck\Treanor.rck Energy Code: New York State Energy Conservation Construction Code Location: Suffolk County,New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 20% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: 41925 Granview Drive Patrick Treanor Robert Brown Orient,NY Robert Brown Architect,PC 205 BAy Ave Greenport,NY 11944 477-9752 fbdainc@optonline.net Compliance:Passes Maximum UA:J01 Your Home UA,682�->2.7%Befter Than .. Gross Cavity Cont. Glazing UA Assembly Area . or D.. Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss: 2396 22.0 0.0 108 Wall 1:Wood Frame,24"o.c.: 3992 19.0 0.0 187 Window 1:Wood Frame:Double Pane with Low-E: 414 0.350 145 Door 1:Glass: 402 0.320 129 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 2396 19.0 0.0 113 The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signedd3 s�age.tthey are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specificati n�aa ifn M {a ith this Code. N me-Title Signa Date Treanor Residence Addition/Renovation Page 1 of 4 REScheck Software Version 4.0.1 Inspection Checklist Date:03/11/11 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-22.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,24"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,.U-factor:0.320 Comments: Floors: ❑ Floor 1:All-Wood Joist(Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to R-8. ❑ Return ducts in unconditioned attics or outside the building are insulated to R-4. ❑ Supply ducts in unconditioned spaces are insulated to R-8. ❑ Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric, or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Treanor Residence Addition/Renovation Page 2 of 4 Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.W.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters exist for each dwelling unit. Fireplaces: Lj Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Treanor Residence Addition/Renovation Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature( F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" ° 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Treanor Residence Addition/Renovation Page 4 of 4 _ Y - uponof .:ter=.=�``•- '` FIRE SAFETY SYSTEMS AQUASAFETm FLOW TEST f VERIFICATION T. `....... AquaSAFE" Flow Test Verification Form ............................................................................................................................................... Alliance Important:Installing contractor must submit this Member ID: c2o' �- Aj completed form.Failure to do so nullifies the Company Name: t�� 4C a !} y system warranty.E-mail or fax completed form � to the Uponor Fire Safety Design Department Contact: 11� Q -y1 (A("V'- at technical.se[Wces@uponor com or 952.997.1731. Phone: l a l- )7-6-- -A For questions,contact Uponor Technical Services at F W 888.594.n28 or technlcai service ponor cony. DILA f(vU Fax: a�7 S` �$ Color of test orifice used: Jab Name: (?a Yl 3 ` Static pressure(not flowing)reading at incoming MAY 13 2013 ProJect Number. `� '1101 water supply Into home or at main shutoff- (L o P 5 ) Job Address: - �t"c3aM1c1 U��'� �r.l�Q Residual pressure(flowing)reading at incoming water . `�yrt supply into home or at main shutoff: _ w O �S 1 BLDG.DEPT. City. _-. TOVVN OF SOUTHOLD State,ZIP: For designs What time of day was the flow test taken?not provided by Uponor,complete the �� following Information. Flow test method used? O Bucket i31"Flow Meter Designer's Name: _?Av b A r,} Flow test gpm: I H. Company: �- 'n ( Flow many gallons of water did the design predict as required? Phone: Did the test meet or exceed design flow? U<es 0 No Fax: Which sprinkler did you flow?Number: Is the warning sign permpently attached close to the Location of head: wZ (A On+( main shutoff valve? ®Yes U No j.� Date left in service with all valves open: Was this system required by code?(�es U No ............................................................................................................................................... Test Witnessed and Verified by: e 1 � (�f atu ,(4 tcupat" n Da e v��n !ti rZ ® " Additional Explanations and Notes o Uponor,Inc. Tel:OW.321.4739 5925148th Street West Fax:952.997.1731 Apple Valley,MN 55124 USA Web:www.uponor-usacom Uponof o,ss3,, M A� 13 2013 ��0�boob d ,�y Syr, A0�y gi DG.OEPT. l TOWid OF SDUINDLD /� Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name TREANOR RESIDENCE-One Head Calculation (H.35) Drawing RESIDENTIAL Location GRAND VIEW DRIVE ORIENT NY 11957 Remote Area 1 Contract 120118-40L Data File 120118-40L Treanor Residence1.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r Uponor Page 1 TREANOR RESIDENCE-One Head Calculation(H.35) Date 3/12/2012 HYDRAULIC DESIGN INFORMATION SHEET Name - TREANOR RESIDENCE Date - 1/19/12 Location - ORIENT NY 11957 Building - RESIDENTIAL System No. - 1 Contractor - NORTHFOLK PLBG & HTG Contract No. - 120118-40L Calculated By - DEVON HUYNH Drawing No. - 1 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)1 ( )2 ( ) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 14.1 Gpm System Type Listed Pres. at Start Point - 10.2 Psi (X) Wet ( ) Dry D MAXIM: TED SPACING 14 x 14 ( ) Deluge ( ) PreAction E D es• (71 .Added - 0 Gpm Sprinkler or Nozzle S clitti�ana . 1rb� ,Added - Gpm Make RELIABLE Model F1-R44-< I � ev9.,!iAlat` ca st Outlet - 138 Feet Size 3/8 K-Factor 4.4 G ) F 'ote: Temperature Rating 155 A C'alu] tih ,, Gpm ed 14.1 Psi Required 37.89 At Ref Pt Pump Sa 6k'," sed: Overhead 150 Underground 150 ; t• W Water,'Ef3d4jtTe_-sE': Pump Data: Tank or Reservoir: A Date of Test - x Rated Cap. Cap. T Time of Test - x @ Psi Elev. E Static (Psi) - 0 Elev. R Residual (Psi) - 0 Other Well Flow (Gpm) - 0 Proof.Flow Gpm S Elevation - 100 P Location: x P L Source of Information: WELL Y r f l r Computer Programs by Hydratec Inc. Route 111 Windham N.H. US "b3087 Water Supply Curve (C) Uponor Page 2 TREANOR RESIDENCE-One Head Calculation (H.35) Date 3/12/2012 Pump Data: Demand: P1 -Pump Churn Pressure 62.4 D1 -Elevation 16.458 P2-Pump Rated Pressure 52 D2-System Flow 14.0525 P2-Pump Rated Flow 28 D2-System Pressure 37.892 P3-Pump Pressure @ Max Flow 33.8 Hose(Adj City) P3-Pump Max Flow 42 Hose(Demand) D3-System Demand 14.0525 Safety Margin 23.612 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 P1 R 60 P2 E 50 40 2 30 20 D 10 1 10 20 30 40 50 60 70 80 90 FLOW(NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor Page 3 TREANOR RESIDENCE-One Head Calculation(H.35) Date 3/12/2012 Fitting Legend Abbrev. Name '/z % 1 1'% 1'/z 2 2'/2 3 3'/z 4 5 6 8 10 12 14 16 18 20 24 T 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Utb Aquapex Tee-Branch 2 6 6 9.08 12.88 13.22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr Aquapex Tee-Run 1 2 2 1.64 2.39 2.39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch f .1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 4 TREANOR RESIDENCE-One Head Calculation (H.35) Date 3/12/2012 SUPPLYANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure PUMP See Information on Pump Curve 61.504 0.0 37.892 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.35 138.0 4.4 10.2 14.05 H.26 138.0 10.59 T.87 138.0 10.68 T.84 128.0 15.58 T.85 128.0 15.62 H.36 128.0 15.94 T.97 128.0 16.23 T.95 118.0 20.79 H.43 118.0 21.01 T100 118.0 21.22 T101 108.0 25.95 H.54 108.0 26.26 T102 108.0 26.94 S.1 104.0 30.06 XO1 100.0 37.84 PUMP 100.0 37.89 T.93 138.0 10.58 T.88 138.0 10.7 H.21 138.0 10.95 T.75 138.0 11.16 T.77 128.0 15.63 T.67 128.0 15.89 T.65 118.0 20.66 T.69 118.0 20.76 H.8 118.0 20.8 T.68 118.0 20.86 T.66 108.0 25.35 H.7 108.0 25.46 H.19 108.0 25.55 H.32 108.0 25.72 H.46 108.0 25.86 H.42 '138.0 10.68 L H.28 138.0 10.84 H.29 138.0 10.97 T.79 I, '36.,0 11.17 T.80 128',0 15.58 H.20 128.0-,%) 15.62 T.74 138.0 , 11.17 T.72 138.0 11.18 H.3 138.0 ? 11.24 T.62 138.0 11.26 2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 5 TREANOR RESIDENCE-One Head Calculation (H.35) Date 3/12/2012 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.61 128.0 15.89 H.2 128.0 15.94 H.11 128.0 16.11 T.82 128.0 16.41 T.81 118.0 20.88 T.76 108.0 25.34 H.18 108.0 25.38 H.34 108.0 25.49 H.31 108.0 25.55 H.44 108.0 25.65 H.45 108.0 25.72 T.99 108.0 25.74 H.53 108.0 26.07 H.59 108.0 26.37 H.60 108.0 26.74 H.10 138.0 11.17 H.22 138.0 11.19 H.9 138.0 11.21 T.73 138.0 11.24 T.71 138.0 11.24 H.12 138.0 11.24 H.13 138.0 11.24 T.83 128.0 15.58 T.86 128.0 15.6 H.24 128.0 15.6 H.1 128.0 15.89 H.40 128.0 16.23 H.50 128.0 16.26 H.51 128.0 16.3 H.52 128.0 16.33 H.41 128.0 16.36 H.37 128.0 16.3.9 H.38 128.0 16.42 r T.94 128.0 16.44 <' T.96 118.0 20.89 H.47 118.0 21.01 H.48 118.0 21.11 T.98 118.0 21.22 H.5 118.0 20.67 H.14 118.0 20.71 H.30 118.0 20.76 H.25 128.0 16.42 T.64 118.0 20.86 r' HA 118.0 20.87 H.16 118.0 20.87 H.15 118.0 20.87 ` T.78 118.0 20.88 H.23 118.0 20.88 r' T.89 118.0 20.88 T.90 118.0 20.88 H.39 118.0 20.88 t1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor Page 6 TREANOR RESIDENCE-One Head Calculation (H.35) Date 3/12/2012 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.91 118.0 20.89 H.33 118.0 20.89 H.27 118.0 20.88 H.17 108.0 25.34 H.6 108.0 25.35 H.49 118.0 21.22 H.55 118.0 21.22 H.57 118.0 21.22 H.58 118.0 21.22 H.56 118.0 21.22 A, } Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Z } Final Calculations - Hazen-Williams Uponor Page 7 TREANOR RESIDENCE-One Head Calculation(H.35) Date 3/12/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.35 6.78 0.862 1 Utr 2.0 11.000 10.200 K Factor=4.40 to 150.0 0.0 2.000 0.0 H.26 6.78 0.0303 0.0 13.000 0.394 Vel= 3.73 H.26 0.0 0.862 1 Utr 2.0 1.000 10.594 to 150.0 0.0 2.000 0.0 T.87 6.78 0.0300 0.0 3.000 0.090 Vel= 3.73 T.87 -1.44 0.862 2Utb 12.0 17.000 10.684 to 150.0 0.0 12.000 4.331 T.84 5.34 0.0195 0.0 29.000 0.565 Vel= 2.94 T.84 -0.94 0.862 1 Utr 2.0 1.000 15.580 to 150.0 0.0 2.000 0.0 T.85 4.4 0.0137 0.0 3.000 0.041 Vel= 2.42 T.85 0.68 0.862 1 Utr 2.0 16.000 15.621 to 150.0 0.0 2.000 0.0 H.36 5.08 0.0178 0.0 18.000 0.320 Vel= 2.79 H.36 0.0 0.862 1 Utr 2.0 14.000 15.941 to 150.0 0.0 2.000 0.0 T.97 5.08 0.0178 0.0 16.000 0.285 Vel= 2.79 T.97 -1.69 0.862 2Utb 12.0 16.000 16.226 to 150.0 0.0 12.000 4.331 T.95 3.39 0.0084 0.0 28.000 0.234 Vel= 1.86 T.95 1.73 0.862 1 Utr 2.0 10.000 20.791 to 150.0 0.0 2.000 0.0 H.43 5.12 0.0180 0.0 12.000 0.216 Vel= 2.81 H.43 0.0 0.862 1 Utr 2.0 10.000 21.007 to 150.0 0.0 2.000 0.0 T100 5.12 0.0181 0.0 12.000 0.217 Vel= 2.81 T100 0.0 0.862 2Utb 12.0 10.000 21.224 to 150.0 0.0 12.000 4.331 T101 5.12 0.0180 0.0 22.000 0.396 Vel = 2.81 T101 3.27 0.862 1 Utr 2.0 5.000 25.951 r to 150.0 0.0 2.000 0.0 H.54 8.39 0.0449 0.0 7.000 0.314 Vel= 4.61 ' H.54 0.0 0.862 1 Utr 2.0 13.000 26.265 to 150.0 0.0 2.000 0.0 T102 8.39 0.0449 0.0 15.000 0.674 Vel= 4.61 T102 5.66 0.862 1 T 7.528 9.000 26.939 r`^ to 150.0 0.0 2.904 1.732 S.1 14.05 0.1167 0.0 11.904 1.389 Vel= -7.72 S.1 0.0 1.025 0.0 1.000 30.060 / to 150.0 0.0 0.0 7.732 *Fixed loss=6 XO1 14.05 0.0500 0.0 1.000 0.050 Vel= 5.46 XO1 0.0 1.025 0.0 1.000 37.842 ! to 150.0 0.0 0.0 0.0 PUMP 14.05 0.0500 0.0 1.000 0.050 r' Vel= 5.46 0.0 f 14.05 37.892 K Factor= 2.28 H.35 -6.78 0.862 1 Utb 6.0 5.000 10.200 to 150.0 0.0 6.000 0.0 T.93 7.27 0.0345 0.0 11.000 0.380 Vel= 4.00 r" Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 8 TREANOR RESIDENCE-One Head Calculation (H.35) Date 3/12/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *'** *" Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.93 -3.67 0.862 1 Utr 2.0 11.000 10.580 to 150.0 0.0 2.000 0.0 T.88 3.6 0.0094 0.0 13.000 0.122 Vel= 1.98 T.88 1.44 0.862 1 Utr 2.0 12.000 10.702 to 150.0 0.0 2.000 0.0 H.21 5.04 0.0174 0.0 14.000 0.244 Vel= 2.77 H.21 0.0 0.862 1 Utr 2.0 10.000 10.946 to 150.0 0.0 2.000 0.0 T.75 5.04 0.0175 0.0 12.000 0.210 Vel= 2.77 T.75 -2.29 0.862 2Utb 12.0 13.000 11.156 to 150.0 0.0 12.000 4.331 T.77 2.75 0.0057 0.0 25.000 0.142 Vel= 1.51 T.77 2.23 0.862 1 Utr 2.0 13.000 15.629 to 150.0 0.0 2.000 0.0 T.67 4.98 0.0171 0.0 15.000 0.257 Vel= 2.74 T.67 0.12 0.862 2Utb 12.0 13.000 15.886 to 150.0 0.0 12.000 4.331 T.65 5.1 0.0179 0.0 25.000 0.448 Vel= 2.80 T.65 -1.73 0.862 1 Utr 2.0 9.000 20.665 to 150.0 0.0 2.000 0.0 T.69 3.37 0.0083 0.0 11.000 0.091 Vel= 1.85 T.69 0.0 0.862 0.0 5.000 20.756 to 150.0 0.0 0.0 0.0 H.8 3.37 0.0084 0.0 5.000 0.042 Vel= 1.85 H.8 0.0 0.862 1 Utr 2.0 6.000 20.798 to 150.0 0.0 2.000 0.0 T.68 3.37 0.0082 0.0 8.000 0.066 Vel= 1.85 T.68 -0.47 0.862 2Utb 12.0 12.000 20.864 to 150.0 0.0 12.000 4.331 > T.66 2.9 0.0063 0.0 24.000 0.152 Vel= 1.59 T.66 0.37 0.862 1 Utr 2.0 12.000 25.347 to 150.0 0.0 2.000 0.0 H.7 3.27 0.0078 0.0 14.000 0.109 Vel = 1.80 HY 0.0 0.862 1 Utr 2.0 10.000 25.456 to 150.0 0.0 2.000 0.0 H.19 3.27 0.0079 0.0 12.000 0.095 Vel= 1.80 H.19 01.0 0.862 1 Utr 2.0 19.000 25.551 to 150.0 0.0 2.000 0.0 H.32 3.27, 0.0079 0.0 21.000 0.165 Vel= 1.80 H.32 0.0 0.862 1 Utr 2.0 17.000 25.716 to ;150.0 0.0 2.000 0.0 H.46 3.27 ', 0.0078 0.0 19.000 0.149 Vel= 1.80 H.46 0.0 0,862 1 Utr 2.0 9.000 25.865 to 150.0 0.0 2.000 0.0 T101 3.27 0.0078 0.0 11.000 0.086 Vel= 1.80 0.0 3.27 25.951 K Factor= 0.64 T.93 3.68 0.862� 0.0 10.000 10.580 to 150.0 0.0 0.0 0.0 H.42 3.68 0.0097' 0.0 10.000 0.097 Vel= 2.02 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 9 TREANOR RESIDENCE-One Head Calculation(H.35) Date 3/12/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.42 0.0 0.862 1 Utr 2.0 15.000 10.617 to 150.0 0.0 2.000 0.0 H.28 3.68 0.0098 0.0 17.000 0.166 Vel= 2.02 H.28 0.0 0.862 1 Utr 2.0 11.000 10.843 to 150.0 0.0 2.000 0.0 H.29 3.68 0.0098 0.0 13.000 0.127 Vel= 2.02 H.29 0.0 0.862 1 Utr 2.0 19.000 10.970 to 150.0 0.0 2.000 0.0 T.79 3.68 0.0097 0.0 21.000 0.204 Vel= 2.02 T.79 -1.70 0.862 2Utb 12.0 13.000 11.174 to 150.0 0.0 12.000 4.331 T.80 1.98 0.0031 0.0 25.000 0.078 Vel= 1.09 T.80 0.25 0.862 1 Utr 2.0 7.000 15.583 to 150.0 0.0 2.000 0.0 H.20 2.23 0.0039 0.0 9.000 0.035 Vel= 1.23 H.20 0.0 0.862 1 Utr 2.0 1.000 15.618 to 150.0 0.0 2.000 0.0 T.77 2.23 0.0037 0.0 3.000 0.011 Vel= 1.23 0.0 2.23 15.629 K Factor= 0.56 T.87 1.44 0.862 1 Utb 6.0 4.000 10.684 to 150.0 0.0 6.000 0.0 T.88 1.44 0.0018 0.0 10.000 0.018 Vel= 0.79 0.0 1.44 10.702 K Factor= 0.44 T.75 2.29 0.862 1 Utr 2.0 1.000 11.156 to 150.0 0.0 2.000 0.0 T.74 2.29 0.0040 0.0 3.000 0.012 Vel= 1.26 T.74 -0.68 0.862 1 Utr 2.0 3.000 11.168 to 150.0 0.0 2.000 0.0 T.72 1.61 0.0022 0.0 5.000 0.011 Vel= 0.89 T.72 0.68 0.862 1 Utr 2.0 12.000 11.179 < to 150.0 0.0 2.000 0.0 -- H.3 2.29 0.0041 0.0 14.000 0.057 Vel= 1.26 H.3 0.0 0.862 1 Utr 2.0 4.000 11.236 f to 150.0 0.0 2.000 0.0 T.62 2.29 0.0040 0.0 6.000 0.024 Vel= 1.26' T.62 1.70 '0.862 2Utb 12.0 14.000 11.260 to 150.0 0.0 12.000 4.331 T.61 3.99 0.0113 0.0 26.000 0.295 Vel= r2.19 T.61 -0.13 0.862 1 Utr 2.0 3.000 15.886 { to 150.0 0.0 2.000 0.0 H.2 3.86 0.0106 0.0 5.000 0.053 Vel'= 2.12 H.2 0.0 0.862 1 Utr 2.0 14.000 15.939 11 to 150.0 0.0 2.000 0.0 HA 1 3.86 0.0107 0.0 16.000 0.172 Vel= 2.12 HA 1 0.0 0.862 1 Utr 2.0 26.000 16.111 � to 150.0 0.0 2.000 0.0 T.82 3.86 0.0107 0.0 28.000' 0.299 4 Vel= 2.12 f Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 10 TREANOR RESIDENCE-One Head Calculation (H.35) Date 3/12/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ** **** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn T.82 -1.20 0.862 2Utb 12.0 13.000 16.410 to 150.0 0.0 12.000 4.331 T.81 2.66 0.0054 0.0 25.000 0.135 Vel = 1.46 T.81 0.01 0.862 1 Utb 6.0 19.000 20.876 to 150.0 0.0 6.000 4.331 T.76 2.67 0.0054 0.0 25.000 0.135 Vel= 1.47 T.76 -0.37 0.862 1 Utr 2.0 8.000 25.342 to 150.0 0.0 2.000 0.0 H.18 2.3 0.0041 0.0 10.000 0.041 Vel= 1.26 H.18 0.0 0.862 1 Utr 2.0 24.000 25.383 to 150.0 0.0 2.000 0.0 H.34 2.3 0.0041 0.0 26.000 0.107 Vel= 1.26 H.34 0.0 0.862 1 Utr 2.0 13.000 25.490 to 150.0 0.0 2.000 0.0 H.31 2.3 0.0041 0.0 15.000 0.061 Vel= 1.26 H.31 0.0 0.862 1 Utr 2.0 22.000 25.551 to 150.0 0.0 2.000 0.0 H.44 2.3 0.0041 0.0 24.000 0.099 Vel= 1.26 H.44 0.0 0.862 1 Utr 2.0 14.000 25.650 to 150.0 0.0 2.000 0.0 H.45 2.3 0.0041 0.0 16.000 0.066 Vel= 1.26 H.45 0.0 0.862 1 Utr 2.0 5.000 25.716 to 150.0 0.0 2.000 0.0 T.99 2.3 0.0041 0.0 7.000 0.029 Vel= 1.26 T.99 3.36 0.862 1 Utr 2.0 13.000 25.745 to 150.0 0.0 2.000 0.0 - H.53 5.66 0.0217 0.0 15.000 0.325 Vel= 3.11 H.53 0.0 0.862 1 Utr 2.0 12.000 26.070 to 150.0 0.0 2.000 0.0 H.59 5.66 0.0217 0.0 14.000 0.304 Vel= 3.11 H.59 0.0 0.862 0.0 17.000 26.374 to 150.0 0.0 0.0 0.0 H.60 5.66 0.0217 0.0 17.000 0.369 Vel= 3.11 H.60 0.0 0:862 1 Utr 2.0 1.000 26.743 to 150.0 1 Utb 6.0 8.000 0.0 T102 �5.66 0.0218 0.0 9.000 0.196 Vel= 3.11 0.0 5.66, 26.939 K Factor= 1.09 T.74 0.68.' 0.862 1 Utb 6.0 4.000 11.168 to 150.0 0.0 6.000 0.0 H.10 0.68 0.0004 0.0 10.000 0.004 Vel= 0.37 H.10 0.0 0.862 1 Utr 2.0 7.000 11.172 to 150.0 1 Utb 6.0 8.000 0.0 T.72 0.68 0.0005 0.0 15.000 0.007 Vel= 0.37 0.0 0.68 11.179 K Factor= 0.20 T.79 1.70 0.862z 1 Utr 2.0 3.000 11.174 to 150.0 0.0 2.000 0.0 H.22 1.7 0.0024' 0.0 5.000 0.012 Vel= 0.93 1 f Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 11 TREANOR RESIDENCE-One Head Calculation(H.35) Date 3/12/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.22 0.0 0.862 1 Utr 2.0 9.000 11.186 to 150.0 0.0 2.000 0.0 H.9 1.7 0.0024 0.0 11.000 0.026 Vel= 0.93 H.9 0.0 0.862 1 Utr 2.0 2.000 11.212 to 150.0 1 Utb 6.0 8.000 0.0 T.73 1.7 0.0023 0.0 10.000 0.023 Vel= 0.93 T.73 -0.33 0.862 1 Utr 2.0 2.000 11.235 to 150.0 0.0 2.000 0.0 T.71 1.37 0.0015 0.0 4.000 0.006 Vel= 0.75 T.71 0.33 0.862 1 Utr 2:0 6.000 11.241 to 150.0 0.0 2.000 0.0 T.62 1.7 0.0024 0.0 8.000 0.019 Vel= 0.93 0.0 1.70 11.260 K Factor= 0.51 T.73 0.33 0.862 1 Utr 2.0 10.000 11.235 to 150.0 0.0 2.000 0.0 H.12 0.33 0.0001 0.0 12.000 0.001 Vel= 0.18 H.12 0.0 0.862 1 Utr 2.0 13.000 11.236 to 150.0 0.0 2.000 0.0 H.13 0.33 0.0001 0.0 15.000 0.002 Vel= 0.18 H.13 0.0 0.862 1 Utb 6.0 24.000 11.238 to 150.0 0.0 6.000 0.0 T.71 0.33 0.0001 0.0 30.000 0.003 Vel= 0.18 0.0 0.33 11.241 K Factor= 0.10 T.84 0.94 0.862 1 Utr 2.0 1.000 15.580 to 150.0 0.0 2.000 0.0 T.83 0.94 0.0007 0.0 3.000 0.002 Vel= 0.52 T.83 -0.25 0.671 1 Utb 6.0 6.000 15.582 C' to 150.0 1 Utr 2.0 8.000 0.0 T.86 0.69 0.0015 0.0 14.000 0.021 Vel= 0.63 T.86 0.0 0.671 0.0 1.000 15.603 to 150.0 0.0 0.0 0.0 H.24 0.69 0.0020 0.0 1.000 0.002 Vel= 0.63 r H.24 0.0 0.671 1 Utr 2.0 3.000 15.605 i to 150.0 1 Utb 6.0 8.000 0.0 T.85 0.69 0.0015 0.0 11.000 0.016 Vel= 0.63 0.0 0.69 15.621 K Factor= 0.17 T.83 0.26 0.862 1 Utr 2.0 2.000 15.582 i to 150.0 0.0 2.000 0.0 T.80 0.26 0.0002 0.0 4.000 0.001 Vel-=' 0.14 0.0 0.26 15.583 K Factor= 0.07 T.61 0.12 0.862 1 Utr 2.0 8.000 15.886 to 150.0 0.0 2.000 0.0 r H.1 0.12 0.0 0.0 10.000 0.0 Vel= 0.07 H.1 0.0 0.862 1 Utr 2.0 6.000 15.886 r, to 150.0 0.0 2.000 0.0 T.67 0.12 0.0 0.0 8.000 0.0 `i Vel= 0.07 i Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 12 TREANOR RESIDENCE-One Head Calculation(H.35) Date 3/12/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.12 15.886 K Factor= 0.03 T.97 1.70 0.862 1 Utr 2.0 1.000 16.226 to 150.0 0.0 2.000 0.0 H.40 1.7 0.0023 0.0 3.000 0.007 Vel= 0.93 H.40 0.0 0.862 1 Utr 2.0 11.000 16.233 to 150.0 0.0 2.000 0.0 H.50 1.7 0.0023 0.0 13.000 0.030 Vel= 0.93 H.50 0.0 0.862 0.0 14.000 16.263 to 150.0 0.0 0.0 0.0 H.51 1.7 0.0024 0.0 14.000 0.033 Vel= 0.93 H.51 0.0 0.862 1 Utr 2.0 11.000 16.296 to 150.0 0.0 2.000 0.0 H.52 1.7 0.0023 0.0 13.000 0.030 Vel= 0.93 H.52 0.0 0.862 1 Utr 2.0 11.000 16.326 to 150.0 0.0 2.000 0.0 H.41 1.7 0.0023 0.0 13.000 0.030 Vel= 0.93 H.41 0.0 0.862 1 Utr 2.0 13.000 16.356 to 150.0 0.0 2.000 0.0 H.37 1.7 0.0024 0.0 15.000 0.036 Vel= 0.93 H.37 0.0 0.862 1 Utr 2.0 10.000 16.392 to 150.0 0.0 2.000 0.0 H.38 1.7 0.0023 0.0 12.000 0.028 Vel= 0.93 H.38 0.0 0.862 1 Utb 6.0 1.000 16.420 to 150.0 0.0 6.000 0.0 T.94 1.7 0.0023 0.0 7.000 0.016 Vel= 0.93 _ T.94 1.20 0.862 1 Utb 6.0 14.000 16.436 to 150.0 0.0 6.000 4.331 T.96 2.9 0.0063 0.0 20.000 0.126 Vel= 1.59 T.96 0.46 0.862 1 Utr 2.0 12.000 20.893 to 150.0 0.0 2.000 0.0 H,47 3.36 0.0083 0.0 14.000 0.116 Vel= 1.85 HA,_-__ 0.0 0.862 1Utr 2.0 10.000 21.009 to 150.0 0.0 2.000 0.0 H.48 -3.36 0.0082 0.0 12.000 0.099 Vel= 1.85 H.48 0:0 0.862 1 Utr 2.0 12.000 21.108 to 150.0 0.0 2.000 0.0 T.98 3.36', 0.0083 0.0 14.000 0.116 Vel= 1.85 T.98 0.0 ) 0.862 2Utb 12.0 11.000 21.224 to 1'50.0 0.0 12.000 4.331 T.99 3.36 10.0083 0.0 23.000 0.190 Vel= 1.85 0.0 3.36 25.745 K Factor= 0.66 T.65 1.73 0.862 1 Utr 2.0 1.000 20.665 to 150.0 0.0 2.000 0.0 H.5 1.73 0.0023 0.0 3.000 0.007 Vel= 0.95 H.5 0.0 0.862 1 Utr 2.0 14.000 20.672 to 150.0 0.0 2.000 0.0 H.14 1.73 0.0024 0.0 16.000 0.039 Vel= 0.95 .j J Compdter Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 13 TREANOR RESIDENCE-One Head Calculation (H.35) Date 3/12/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *"**"*` Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.14 0.0 0.862 1 Utr 2.0 19.000 20.711 to 150.0 0.0 2.000 0.0 H.30 1.73 0.0024 0.0 21.000 0.051 Vel= 0.95 H.30 0.0 0.862 1 Utr 2.0 10.000 20.762 to 150.0 0.0 2.000 0.0 T.95 1.73 0.0024 0.0 12.000 0.029 Vel= 0.95 0.0 1.73 20.791 K Factor= 0.38 T.82 1.20 0.862 1 Utr 2.0 4.000 16.410 to 150.0 0.0 2.000 0.0 H.25 1.2 0.0013 0.0 6.000 0.008 Vel= 0.66 H.25 0.0 0.862 1 Utr 2.0 13.000 16.418 to 150.0 0.0 2.000 0.0 T.94 1.2 0.0012 0.0 15.000 0.018 Vel= 0.66 0.0 1.20 16.436 K Factor= 0.30 T.68 0.47 0.862 1 Utr 2.0 2.000 20.864 to 150.0 0.0 2.000 0.0 T.64 0.47 0.0002 0.0 4.000 0.001 Vel= 0.26 T.64 0.0 0.862 1 Utr 2.0 1.000 20.865 to 150.0 0.0 2.000 0.0 HA 0.47 0.0003 0.0 3.000 0.001 Vel= 0.26 HA 0.0 0.862 1 Utr 2.0 14.000 20.866 to 150.0 0.0 2.000 0.0 H.16 0.47 0.0002 0.0 16.000 0.004 Vel= 0.26 H.16 0.0 0.862 1 Utr 2.0 12.000 20.870 to 150.0 0.0 2.000 0.0 r r. H.15 0.47 0.0001 0.0 14.000 0.002 Vel= 0.26 H.15 0.0 0.862 1 Utr 2.0 12.000 20.872 to 150.0 0.0 2.000 0.0 T.78 0.47 0.0003 0.0 14.000 0.004 Vel= 0.26 T.78 -0.01 0.862 1 Utr 2.0 13.000 20.876 to 150.0 0.0 2.000 0.0 r�� H.23 0.46 0.0002 0.0 15.000 0.003 Vel= 0.25 r H.23 0.0 0.862 1 Utr 2.0 10.000 20.879 to 150.0 0.0 2.000 0.0 T.89 0.46 0.0002 0.0 12.000 0.002 Vel= 0.25 T.89 -0.07 0.862 1 Utr 2.0 1.000 20.881 to 150.0 0.0 2.000 0.0 T.90 0.39 0.0003 0.0 3.000 0.001 Vel 0.21 T.90 0.07 0.862 1 Utr 2.0 14.000 20.882 to 150.0 0.0 2.000 0.0 H.39 0.46 0.0002 0.0 16.000 0.003 ,Vel= 0.25 H.39 0.0 0.862 0.0 14.000 20.885 to 150.0 0.0 0.0 0.0 T.91 0.46 0.0002 0.0 14.000 0.003 Vel= 0.25 T.91 0.0 0.862 1 Utr 2.0 4.000 20.888 t to 150.0 0.0 2.000 0.0 H.33 0.46 0.0002 0.0 6.000 0.001 Vel= 0.25 r. t Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA,03087 Final Calculations - Hazen-Williams Uponor Page 14 TREANOR RESIDENCE-One Head Calculation (H.35) Date 3/12/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.33 0.0 0.862 1 Utr 2.0 15.000 20.889 to 150.0 0.0 2.000 0.0 T.96 0.46 0.0002 0.0 17.000 0.004 Vel= 0.25 0.0 0.46 20.893 K Factor= 0.10 T.78 0.01 0.862 1 Utb 6.0 2.000 20.876 to 150.0 1 Utr 2.0 8.000 0.0 T.81 0.01 0.0 0.0 10.000 0.0 Vel= 0.01 0.0 0.01 20.876 K Factor=0 T.89 0.07 0.671 1 Utr 2.0 4.000 20.881 to 150.0 1 Utb 6.0 8.000 0.0 H.27 0.07 0.0001 0.0 12.000 0.001 Vel= 0.06 H.27 0.0 0.671 1 Utb 6.0 3.000 20.882 to 150.0 0.0 6.000 0.0 T.90 0.07 0.0 0.0 9.000 0.0 Vel= 0.06 0.0 0.07 20.882 K Factor= 0.02 T.76 0.37 0.862 0.0 6.000 25.342 to 150.0 0.0 0.0 0.0 H.17 0.37 0.0 0.0 6.000 0.0 Vel= 0.20 H.17 0.0 0.862 1 Utr 2.0 24.000 25.342 to 150.0 0.0 2.000 0.0 H.6 0.37 0.0002 0.0 26.000 0.004 Vel= 0.20 H.6 0.0 0.862 1 Utr 2.0 2.000 25.346 to 150.0 0.0 2.000 0.0 T.66 0.37 0.0002 0.0 4.000 0.001 Vel= 0.20 0.0 0.37 25.347 K Factor= 0.07 T.98 0.0 0.862 1 Utr 2.0 2.000 21.224 to 150.0 0.0 2.000 0.0 HA9 0.0 0.0 0.0 4.000 0.0 Vel =0 H.49 0.0 0.862 1 Utr 2.0 16.000 21.224 to 150.0 0.0 2.000 0.0 H.55 0.0 0.0 0.0 18.000 0.0 Vel=0 H.55 0.01 0.862 1 Utr 2.0 10.000 21.224 to 150.0 0.0 2.000 0.0 H.57 0.0 0.0 0.0 12.000 0.0 Vel=0 H.57 0.0 0.862 0.0 17.000 21.224 to 150.0 0.0 0.0 0.0 H.58 0.0 0.0 0.0 17.000 0.0 Vel=0 H.58 0.0 0.862 1 Utr 2.0 10.000 21.224 to 150.0 0.0 2.000 0.0 H.56 0.0 0.0 0.0 12.000 0.0 Vel = 0 H.56 0.0 0.862 1 Utr 2.0 6.000 21.224 to 150.0 0.0 2.000 0.0 T100 0.0 0.0 0.0 8.000 0.0 Vel= 0 0.0 t t Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor Page 15 TREANOR RESIDENCE-One Head Calculation(H.35) Date 3/12/2012 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *```*** Notes * **** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 21.224 K Factor= 0 r F rf f „i f r' f r 4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA'03087 25'DROP AIR HANDLERS FLR TO BOT J015T5 6-5' MECHANICAL 8-1/2 12'GIRDER I I 14 w5ER5 I I I I I III G'wse ELEC PANft5 LIP (2)OIL TANK5 --- --J / N A 7-I/.-GIRDER RELOCATED 35 X G'O WINDOW �1 i�5 MECM.RM. {� iS A'V{!�.W v 0 OF T9, E �J�� \D ��i� -v L.4% d FOF—i ANY PERSON, LjNLESS ACTINM UNDER THE DiRECTIC-M OF At LICENSED �t ARCHITECT,vI3'ECT,TO ALTER ANY 1 Vey ENLARGED 3'X G'WINDOW NEW 3'X 3G WINDOWS ;TEM ON T141S DRAWING IN f F.lY infA`L ANY A,.'T HOPlIZED � AI_TE-kA79 ION MUST DE 1 34\ y0`2 NOTED,SEALED,AMID N� DESCRiMED IN ACCORDANCE W'"T.I Tl-,E LAW AP 1 2012 r FOUNDATION PLAN I D E C E SCALE:1/4•_1'-O A Io�� '1'11I.A\T()11 AS BUILT MAY - 2 2012 04/16'%2012 11()131:11T I. 1111()` N ARCHITEC1', P.C. 11TI TOWN OcSOUTHOLD TAIIIWI:A'1'HER 1)1:SI(i\T ASSOCI TES, INCle — — 205 BAY AV], (r1114,17,N1'()11T, N.Y. 11944 6 e3 1-47 7-9 7 52 (F1L1) 6 a31-47 7-09 7 e3 r [o1 1 I IEo I , I L NEW DROP DOWN 5TAIR LOCATION. 5-3 1/2' PROVIDE�'GYP.BD.ON tea.MULLED 2'-Ok3'-G S IN51DE Of WALLS AND OND.H.WINDOW5 BY mtea.MULLED 2'OSi3'-G' UNDERSIDE Of RAFTERS. TO MATH 005TINGG..R � D.H.WINDOWS BY MFR i9 TO MATCH IXISTING. a a w _ Q UN[OP CATHEDRAL CEILING BELOW. � q Y I W [O [O , NEW 3'-X C 51.YUGHT ABOVE 2'-G'.T� 5'-OS7'O' 2'-G'a A FIXED PANEL 5UDING GIA55 FLXED PANEL TO MATCH. DOOR5 TO TO MATCH. MATCH f45TING. NEW D BALCONY EPDM ROOF SLOPE I I/B'/FT. I IT IS A VIOLATION OF MHE D ARCh I_P.IX FOR ANY PERSON, UNLESS AOT'NG UNIDER THE Nc BALING ERECTION OF A LICENSED A I OHITeEC fi,'TO ALTER ANY E EiEP01ONree'i.... D4K. .eb°Ilti1.S1N 17777777777/23 INDICATES NEW WAU-5 - - F•LTEI NOTED A T IDiNf � 5 UG g14 3 RD FLOOR PLAN �I� SEALED DESOWEEC If\!ACC0RDA CE T 7s Q' 5CALE:1/4'-1'-0' A3 `. e"f !ffF iE-o.AAT;t. A5 BUILT '1 REANOR AP 1 2072 04116/2012 11()lil?11'l' I. BROWNAl1(;I1ITEX"T. PA1, `i'/ FAIRWI:A'FUE'll DESIGN ASSOCIATES, INC'.. 205 IiAY AVE, (J1114,33NP()RT,`N.Y• 11944 631-4 7-9 52 (FILX) 631-4 (-0973 CUT IN AND CONSTRUCT NEW DORMZ R5 AS NEW DORMERS AS SC-HC%'A-N.COINSTRUCTI AND CO-S—ON SHOWN.CONSTRUCTION To MATCH Da5TING. To MATCH Da5TING. RPM TRANSOM AND PICTURE WINDOWS. CUT IN FOR NEW DOORS.PROVIDE(2)2.1 O"HEADER{ PATCH AS NECESSARY TO MATCH IA5TAING. FLOOR OVER ra" �N RAILING. FLOOR '"o",To BERfPLACED AS LL iL=I IT IS A VIOLATION OF THE ED LAW'FOR ANY PERSON, UNLESS ACTING UNDER THE 0 DIRECTION OF A LICENSED ARCMTECT TO ALTER ANY PROVIDE NEW COLUMNS TOV 5UPPCKT 5HtD ROOF AS ffEM11 ON TH!S DRAYVING IN W SHOWN. Y VV AY A N Y T GARAGE FLOOR MUS- Pplopo5f-D 34A -5. W E 5 T ELEVATION 0 N F-\Iq REAR 5C-AU:114'-1-V A5 BUILT TRIDINOR APR 1 2012 0 4116/2 0 12 ROBERT I. BROWN ARCHITECT, PA 11TI FlURWEUTHER D14SIGN ASSOCIATES. INC. 205 B11Y AVI'4,' G"BEEMORT, N.Y. 11944 631-477-9752 (FAX) 631-477-0973 (2)2"x8" c �� L i rr2 MAIN LEVEL COLOR/LINETYPE LEGEND _ , ; ,BLUE �,?v�- LINES= FEED TO FIXTURES (BATH, SHOWER, ETC.). A / �� I GREEN LINES= INTERLEVEL CONNECTIONS. 2'xG"RAFTER �1=100/ 11 1-011 2"x4"CLGJOISTS 11_� 1/4 1vv z BLACK LINES= SPRINKLER HEAD TO SPRINKLER HEAD. (-S I G" O.C. F.1lu 1/2" PIPE SIZE REPLACE EXISTING WINDOWS WITH SQUARE TOP DOUBLE HUNG TO 0 8 H.14 g C) C� MATCH EXISTING AND FIT INTO Lin 3/4" PIPE SIZE UJI Ln 0 1" PIPE SIZE NOTE: NECESSARY.T.95 EXISTING ROUGH OPENINGS. PATCH TIM ETC. AS NECF5 DIN� I- I--c-I.-I-1 1, z "4 Q. ALL NEW INTERIOR ApiPTC43-1 6 _IX DOORS TO MATCH H.30 H.43 1-1/4" PIPE SIZE H.5 N to M.56 �,,H.58 uj EXISTING. --RFC43-16 vJ T1 00 -2 2" PIPE SIZE RFC4 3-16 ? �j 0�RFC43-16 RFC43-16 J KITCHEN W RY R MUD ROOM LAUND "e) Markup Legend > C) IL _j 0 T.65 '0"' 15 _>j 10 0 LU F.2 j 0 _T < 0 U Z:Delete Line r W 00 C, V V PATCII�ALL5 FLOOR LQ j AN D CEI LING AS 0 00 b-4 M.70 T.89 T.90 C� rn Add Line EMOVF WALL NECESSARY. U co < LU BATH Room F A,M 1 Q. I; -,'1'0f$0 5 SHOWN rN II,- lu ANDIREFLACE -5 AND �DF NEW H. 7 H.39 I, IIJN�PILA57XR5 Z PROVIDE 'AL EN REBUILD PANTRY 5 CU- F�PCM M13*G Add Tee I TRY A5 H.2 Ti -------RiT------- 5 INDICATED RI�CES5FDSoxXIEL T. TO MAT -3�X15TING. �k r RMACA5T 12"x 12". P AQMX INTR-L�WL COMEC101ii.15 F 3-1161 U13LE J0151 RFC43-16 7- 5("4316----�1�1 C? Add Elbo)w z RFC43-16 IRF 4346- LLJ LU T-d L' UjUrL_J C REMOVE WET-BAR ANO zn.0 F� F z U0 4 < FLOORING IN I ry 5 A L.A, <g j e z in ce < Add Couplling UP LACE WITH'NEW TO -Cnzoz ST/ uj . CLOSET CLOSET It'Ir z tn - 6� < 0 J PANTRY =) ;';M �L]Ln MATCH "I 8i 60M SURROUNDING. �i P 0 0 uz �N to V Z2[P 9->W-- 6-021 0 T 6 H.55 RE PROVIII! 77=, U A 0- AREA A131 E To BE fRAMED IN WITH C 0 MATCH 0 a Z LU L' FIN1515 I . RFC43-16 '9 ;i 0 Add Head 2 - R F. .9 ♦ Fix 'Ile Emw (DICPTE RFC/13-16 Fw- 'Z C1 H.16 ou za UP EXISTI LU F.12- -<,: <n En R Oa Head x'Luo< WuMoz2fix;2 LU .0 D M*A.4 z 0 7- ') I i - - D RIF L U., i..- 'k, o'j, 11,11 ,FLU W>f- i 4 z 'me> 0 LU -a 0 0 Ouj�cule, Ce U F- 1KIEMOVE Lj ED L Al X F- M In 44 01 < N _��CSI PAT !�Q.CUT I,' E /oolo P" 10 Ili ';'OT t a Lq -1 i I� 7"�t t1b, M z-JOWM znw FXISTIN )'?,Y DOOR5 AND RE E55/_ 4_1PANEL SIDE LITff 1�5 1 PC M A CX 01 LU !4 L4 Move Head -0 _XISTIN 5 <F- 16 "�tS`16 j- r� j7 --i �:'<R Note- All rewlsions must be reviewed by Uponor z a 0 8 RE MOVL-,WALL aguzo ,=6 R Luu 0 M � n�'-w'U 4 La z w w z 0 z AS 5HOWH Iivlflr� COM LU(j CO Q FX T.7 'T-.-.81 Table F002-1 cn L 7-7; zor� E>W <z= ezum8u.. .cOMP 'R Multipurpose Fire Safety Systems BED OOM -------- 8 .<zl::; LLIM� OZOOW � U V) W FLOOR TO FX15TING royix. 0� LU The Uponor Residential Fire Safety System is a residential fire protections :mz 0 in 0 ce U< U < C: 11-:1 MATCH NEW 0z 0 U01 1: W.Z"' '<' '29: 12 e system installed in combiniation with the cold side of the domestic potable ;r\ 0. <W 6 U a :2 waters Only licens(ed contractors trained by Uponor can install this OLI- -�=3 ou S- z 6 11- W zzzoz z (n tn 0 0 system. z ��z n Uo 20 6 2 215 � Pewzq'w" LODEUW LU REPLACE Uj I IYLUW Wz a W 10� 0 U)W z 2: , 0 U C: IY15TING COL. 2 0z y< r.0 -Muic, in co What to do If Changes sire Required H.15 1A V) Z 0� W woo W WITH NEW H[3*G. UJ ch 0 0� 8rz a -21 =1 LU ! H.47 I: Uww zz<:0'W6-"-U 2! If any features or obstructlons require the addition or deletion of sprinkler 01 RISE TO FLOOL;� 3: L'U 2-:Z" 4�QNIOVE V/ALL of heads, or significant relocation of sprinkler heads, contact the Uponor Design A 7 Department to determine iif observed changes require a redesign -77--7r- �)f N (888.594.7726). 7 It2 Eyy It 0 4- > MOST HYDRAULICALLY REMOTE HEADS E i �A L LINE Of OVEHANG ADOVE�, EQ ce- LU 6 HEAD # GPM PRESSURE REQ'D AT STREET STEP DN MAX.711 151-3 1 1 I-G 3141 L.!A_ J_ U e a 5.1 MAN FIM 519RINUR 9W OFF V&\rc 1 HEAD H.35 14.1 37.89 1"AQUAMX MR-WYtL CONWC11ON5 08 16". ABOVE 2 HEAD H.35 & H.26 28.1806 50.7 OPE S I Ce 0 C: WELL CASING AND/OR TANK TO PROVIDE . .............. 282 GALS OF STORAGE. WELL PUMP TO 0 PROVIDE MINIMUM 28.18 GPM @ 50.7 PSI )�T AT MANIFOLD S.1 TO Basemen't 3. 5 Spri n le.Aers T H.32 0 r) H.46 AfS -� ��o �'l W Ist Floor J_ 9�% Sprinl-lclers T11 �101 H.54 LL M.60 _j RFC43-1 6 RFC43-16 FC43-16 RFC43- 1 a H19 C 2-nd Floor _1 . S[-J%rinl,.1-.-Jers ri� r4 ;_1 0 r4 1-4 11 Ul ei C I a-, '.j V 0 a RFC43-16 3rd Floor "12 Sr%rink-ders LU U W U RELIABLE Model RFC43RFC4.3 Concealed Pendent Sprinkler D in z z E 58 K=4.31 1551`01 3/8" Orifice., Maximum Spacing 16'x16' LU Q Uj 6: LU z LL F- _j S V) CL RFC43-16 pirinkler head demand: 13 gpm @ 9.14 b U u b Lu _t.ACE z W W t < U (in 1i < RELIABLE Model F1-R4-,4,-<F1-R44 Recessod Sidewall Sprinkler----Deflector 4 5G. Ln 0 -is 3: ce 0 LU U < 0- V) 0_ Ul Z P It,_' 4.7 0 , D%V G\A- En 0 2 K-4-A-, 155FO, 3/8" Orifice,, Maximum Spacing 14'x14' Ln 0� W <\:t>'I I 1 0 x)2'. 0) a Sprinkler head demand: 14.1 gpm @ 10.2 G A70,6 E J.. BASEMENItl�,,'5i R44-14 Uj C) > V) LU LU 10� %V7 ANF. 00.00 7-4 X 5 , N 1z f-t CV T.99 LU W LU Iin RFC43-1 6 "RF�/13-1C,,"' ryo Uj 3: 0- -H.18 1 1-.4 z z DIII 0 -F H.59 0� ou H'.6_� 0 U H.53 LLJ F,- U. (n fin Z < 2: 'D LU 0 _7Cri 0 RFC43-16 RFC43-1 6 az= C) U 0 RFC43-16 RFC43 T) Uj 0 U z 2: En < f zj LU Lu W rl LU Uj '-'ITH UTj >ca J, U ;u:r_r5S1 �ac' 0 p c> Z z LU �e g < Uj z X - E2 0 0 d %J-16 0 U Lu J -c' U U r2l; T.76 FC43 (D 0 LIVIII E SHEET DESCRIPTION E C in H.44 BASEMENT & MAIN LEVEL "Flo (n I#Ay 13 2013 11 Ln RFC43-16 3. H.17 SHEET NUMBER TO1AiN OF SO! TH' CL A FC43 Ile RF -16 TO FLOO;- 0 Ln A5 5�1 RcMC 0. V7- 77 7'"T"'7 77:77= �j in > BASEM ENT LEVEL 0-7 LO H�l M A 7 L i if 1/4" = V-0" F100 if 11 z 1/4 11-0 Ou rl Alm wor) H.10 H.26 21' tu—4 r., Q, .A 6� - RFC4 H,35 rz w Q 1 97- 87 7 7:77r- 1,. . =7 ,- 4 : 7—� vvol C, T.74 T.72 > 'DEF WALLS AND ON cuj ca .93 v 0 O< H H.42 co H.28 cc to 7 I L; RFC,13- R.ry_")h A '1 .01 )RAGE 16 R F C 31-16 T.7— T. T-62 z z Of ui z 0 1,-2 0 2 0 z w 1 1 1/2" <0,z0z 15 0 13'-4 /211 10 T zo Z'Z' :=E _ "3 r t.n L. 0 J" CEUNG BELOW, 130TTOm OF 5TC)FAGr CL051!T OVER CATHEDRAL LINE H.12 LING Z U, NE C- EDR.AL al CLOSET @ 2'-6I ABOVE FLOOR w j`e MAIN. u. _ -,O-U�Ja w E 80 , E00 CL 4e R FU,3-1 G A`0 H. 7 oc U) 16 �0_2E t4 , 0U,--tt LU U LU C)0 699w6n3: N t7. in 2'6"x7F0* < x ' RFC ucc < < =Z ZWWWOMU FIYED PANEL SLIDING GLA55 2!j 2 Lu U, -4 'R)MATCH. DOOR.5 TO To MAT u 0,xz -.x u)Uq a�U) 1. an. cn CH ul z 0 >< 0 uj z T w z 0 8 <LLJ L u NEW , ,,L Z 1.-2: U_ z BALCONY U0-:%mu=) UjLqt,3z , Q A V) rzrDm ROOF WOM02cez �z to'0 i.2 5 0 cd SLOPE 1/8'7 FT. C)LU 20 u V)ce U in z r uo-b CULJ 0 H.13 ce Q U,cl�ac (n 0-CL U 4 z re _Uj u c 0<)T Lu P 0 T 0• < -i R rFC4 3-16 0 lk%-, 10 THIRD LEVEL T-4 > f cc Tloj —Off LU ceNEbI'J2AILInIG f — N 1/4 1 u c: N UAVIM CONNEC11OW 0 ESSI Ak lr-,!/ GLA55'j R5 TING PROVIDE MATCH EXI 2)2-x 101- AND FINI rTH HEADER BELOW WINDOW 5ZAT cc I BUILD TO FIT TUB VANITY 1 1. RELOCATI! T.,10 AND�iTONK PlEMOVE AND ).e4D A5 RELOCATE qu OPEN AREA UCONFIGU��B BATHROOM A5 H 5 AN( P-5 OkA,N MA5TEK BATH ROOM 1� I H.40 U_ T.67 _j L J R R FIC 4 1 G I u rl Sn co 7 .0 T'97— fn co N IN 0 v_1 �q NEW K UAA m C) �-1 1, • 1 STING HANDRAIL. Uj 55 t L E yj ! T84 w 83-P u u w • LU TOILET I ut _11� co L75 z E Z w 0 1 uj 10 tu LINEN ow CL05ET w WE b u H 2 U -AND Z a ci� TING < ------ LLJ 0 U , 1-,.r' 1, .8 Ta :-T, > PELOCATE 400 11 N C KAI Er 15 AREA 0 3: w < 0. (n 0. tn Z 0 Ln u j -j c� 0 0 R*T 0 I"PaMX INTRUM CONNEC"5 0 �'H 00000 AND D 0;0 AND HOQK��P A5 Wj_7- — III I I I I _�L , I3ATHROOM uj n uj cic NVCMAKY. H 51 il 3-1 C I N. ne -r-q > in �! I I I Y "I" lz c� 04R I - LLJ lu m RF 16 ryoO uj >_ C-� j I -- z o F--q ROOM ) 0 0 c T 0C 0 u < U_ < z OATH '7�i LINEN -r- to w 0 ce ICL L co CL _.z 7r.� 7 tu of R F I.0 -RE E WALL fV w U, W 04 �u MA5TrK 13FD ROOM uj 5- u CD 4) REMOVE WAL bF_VK00M 0� REMOVE U15TING z b AND PATCH I wn < ZXTtRIOR.DOOR u 0. N rvl.11 PATCH A$ NECF55ARY NECE55AKY. U 0 tu S Z_ d-1 WINDOW 9 X: E 0 0 ALIGN WITH 7 H.41 . H.52 0 u tj b u u WINDOW DFLOW 7 T 82_�i NMw r LOOK F c 4-13-1 G RF _16 NEW f)(TFRICK SHEET DESCRIPTION DOOR FULL GLA55. .25 H.33 2ND & 3RD LEVEL BALCONY R F G1, RFC4 NEW V) REPLACEMENT /F— HANDRAIL LINE OF FRONT WAiL15ELCNV z SHEET NUMBER 5OUARf OFF WALLS CL A5 SHOWN PATCH AND FlWt5H r r TO MATCH EXISTIf-IG. F_ I jj *ul =Z A vf 5 Ln $ 0 15 A 12'Wx& HT. NEW SLIDING 7 77-77F GLA55 DOORS TO MATCH EY15TING EXTFPJOP,SLIDING GLA55 DOOR.5 MFR. SECOND LEVEL > L to AND FIN15H 1/4" = V-0" F10 z 1/4 1 0 2010 NFPA 13D Insulation Recommendations Performingthe Flow Verification Test Note: Install a pressure gauge at the manifold location. You must take a Optional Multipurpose Flow Switch Section 8.6 Location of Sprinklers In areas subject to freezing, care should be taken In unheated attic spaces All flow-restricting devices (water softener, etc.) must be In place when you pressure reading from this gauge during the flow test. Use when needed to activate an electrical alarm send a signal to a �- 8.6.1 Sprinklers shall be Installled In all areas except where omission is to cover Uponor AquaPEX tubing completely with insulation. Insulation perform a flow verification test. monitoring company, or send a signal to other devices upon activation of w permitted by 8.6.2 through 8.6.7. should follow the guidelines of the insulation manufacturer. Figure F001-5 6. Ensure that you have Installed the proper sprinkler orifice adapter to fire sprinklers. Refer to flow switch manufacture for supporting flow switch. U 8.6,2 Sprinklers shall not be required in bathrooms of 55 ft2 (5.1 m2) through Figure F001-7 show several methods that can be considered. 1. Ensure that you have the water turned off. the bottom of the flow verification kit. Typical PEX connection method (see Figure F001-11). and less. 2. If you have already inserted the sprinkler Into the 1/2 inch threaded q 8.6.3 Sprinklers shall not be required in clothes closets, linen closets, outlet, carefully unscrew the sprinkler from the sprinkler adapter, 7. Pressurize the system to its working pressure. w i v Ceiling Joist Insulation Recommendations for Temperatures Below Place the sprinkler in a safe lace to avoid an damage. 8. Open the valve and bleed air from the system. U and pantries that meet all of the following conditions: P P Y 9 Donor AquaPEX t o z 1. The area of the space does not exceed 24 ft2 (2.2 m2). O°F 3. Assemble the PEX pieces using the threaded fittings. The flow meter 9. Close the valve completely. Tubing M 2, The least dimension does notexceed 3 ft(0.9 m). For areas having temperatures of 00 F/ -180 C or lower, an additional batt of must be Installed above the control valve. Ensure the arrow on the 10. Record the static pressure reading on the gauge near the manifold. ^C) Insulation covering the Joist and the fires sprinkler piping flow meter is pointing in w "' Ira O 3. The walls and ceilings are swrfaced with noncombustible or 9 j p ' p p rig should be used. If p g ' the direction of the water flow. 11. Open the valve and start a timer or stopwatch. Flow water for one - -,� r; w limited-combustible materials as defined In NFPA 220, Standard on this is not done, freeze-ups can occur In the Uponor AquaPEX tubing 4. Install the correct orifice In the bottom of the flow verification kit. q g (see minute and record the number of gallons In the bucket. If the ProPEX LF Brass Male i " tT 5 Types of Building Construction. Refer to the design printout for the orifice with the appropriate k Figure 001-5). g P minimum volume of water is reached as indicated on the sfactor. prinkler plan Threaded Adapter ._,,.:. � � � � � Square footage does not The least dimension " gym- ' S. Attach the flow verification kit to the 1/2 Inch NPT connection of the before one minute has elapsed, the test may be stopped as the flow rate exceeds the requirements, r- 4 „-- exceed 24 ft2 (2.2 m2). exceeds 3 ft(0.9 m) sprinkler adapter. Ensure the valve is closed. , c; > 12. Compare the results with the gallons per minute required on the ui -' +o Q Sprinkler Not Required Sprinkler Required i,� m ry ck.. Note: Install a pressure gauge at the manifold location. Youi must take a sprinkler data sheet. Test results must equal or exceed the required "r O '~ Flow Switch - i < , pressure reading from this gauge during the flow test. flow for proper operation and warranty coverage. - By OtherM rn ? 13. Pull all Teflon tape off detached sprinkler. ' ^�11:, 1111�', ^-� �`- 6. Ensure that ou have installed the ro er s rinkler orifice ada ter to 14. A I new Teflon tape to the threads of the sprinkler three wraps). �' ' 3 m t the bottom of the flow verification kit, P P P PP Y cTM oa ILI 15. Using the appropriate sprinkler wrench and following the sprinkler N a �-� •� 7. Pressurize the system to its working pressure. Installation instructions, carefully tighten the sprinkler head into the ° M 8. Open the valve and bleed air from the system. sprinkler adapter. You should obtain a leak-tight connection with a �. 9. Close the valve completely. 10. Record the static pressure reading on the gauge near the manifold. maximum torque of 14 ft.-Ibs. to 21 ft.-Ibs. (approximately 2 turns 11 past hand tight). Do not over-tighten. Figure FOG!-! Figure F001-2 Open the valve until the plunger on the flow meter settles into Figure FOOT-11 position. This may take less than one minute. Using the markers on 16. Once you have verified the proper flow rate, fill out the Flow Test Square footage exceeds ow meter, determine the flow through the test device. Record Verification form and fax to Uponor Technical Services Department at z the flow w oc W 24 ft (2.2 m ). Residential Sprinklers o m Q a the residual pressure reading on the manifold gauge whille the water 952.997.1731. Keep a copy for your own records. The AHJ may also z W �¢Z o Z z Sprininicir Required Only National Sanitation Foundation (NSF)-listed residential fire sprinklers ¢ > �¢.v z.-o Q is flowing. require a copy. ¢ 00 z a z o z 9'-8" Figure F001-5 12. Compare the results with the gallons per minute required on the are compatible with AquaSAFE Fire Safety systems. 3= Z �,�a a ¢ o P 9 Po oz �., Q ld sprinkler data sheet. Test results must equal or exceed the required N U G E M a o cif W k• flow for proper operation and warranty coverage. Note: Ensure that all sprinklers are installed within their listing limitations. .z Z w¢ Q z �Z w 0 cZj « 'J Ceiling Joist Insulation Recommendations for Temperatures Above Additional) ensure that the Uponor S 0�...LL I- 3 U,w $ a co i 0°F 13. Pull all Teflon tape off detached sprinkler. Standard Riser Assembl y, Sprinkler Cabinet that remains in the Z o 0 W a o� o y home contains s rinklers identical to those installed in the s E 14. Apply new Teflon tape to the threads of the sprinkler(three wraps). P ystem. Do not Q ¢ Q Q ,z w ^ N It Is important that the Insulation be Installed tight against the joists. In 15. Using the appropriate sprinkler wrench and following the sprinkler In a multi-purpose system a single control valve controls both domestic and storesprinklers in areas that may experience excessive heat (over 100°F/ g_ lz 2°z �d N o 2�g w�ui unheated areas, any spaces or voids between the insulation and the joists Installation Instructions careful) tighten the sprinkler head Into the Fire safety needs (see Figure F001-9). 37.3 C). (Dc-u f co¢ w(A Z Figure F001-3 Y g P CC z Z v a L to w f z ni causes sprinkler adapter. You should obtain a leak-tight connection with a W _ -Cn z O 5 „p o .1Sprinkler Cabinet o: Y 8.6.4 Sprinklers shillpen attached porches, F001- ). - maximum torque of 14 ft.-Ibs. to 21 ft.-Ibs. (approximately 2 turns Uponor recommends installing an Uponor Sprinkler Cabinet near the main X L v LU o t~O W W ¢ 3 o N carports, and similar structures, . - past hand tight). Do not over-tighten. 1-1 V m 8.6.5 Sprinklers shall not be required in attics penthouse equipment water shut-off valve. Keep at least one spares sprinkler of each U ¢5 z J - w P "" 16. Once you have verified the proper flow rate, fill out the (Flow Test P type In the o. ¢ ,,Q to u, rooms elevator machines rooms, concealed spaces dedicated ,,` � Y P P cabinet for easy access to replacements. Check local code requirements for o Y z� '"G D w¢ w P Verification form and fax to Uponor Technical Services Department at iJ d z=a i z a�� F c exclusively to and contallning only dwelling unit ventilation 952.997.1731. Keep a copy for your own records. The AHJ may also any additional spare sprinkler or cabinet requirements. U) 2 w Z o o c¢i a= g a LL 0 equipment, floor/ ceiling spaces, elevator shafts, crawispaces, and -�,. require a copy. n W ui o F_o 3 other concealed spaces that are not used or intended for living j Caution: Do not store sprinklers in areas that may experience excessive -a z W a F N r;ci N o F Z a o v- _.. I heat over 100 F/37.3 C . z Z> W z W F r- purposes and do not contain fuel-fired equipment. ( ) ., w N�, o z o o ¢ �; 8.6.5.1 When fuel-fired equipment is present, at least one quick-responce v Lead-free Flat Concealed Assembl S rinkler _ ii d w w �W c Intermediate temperature sprinkler shall be Installed above the In-line Flow Test y p D MOO w 0 u- z Z w o v equipment. �� Placement z g o o 0 o u-to . - En The In-line Flow Test can be constructed on site. It performs a flow test to L Ign op o Ire sprin er moun Ing race rom o om o o¢5 W¢u u M W�n z vi 8.6.6 Sprinklers shall not be required in covered unheated projections of ° `> O 0 W W z z z o z Z ., the building at entrance/exits as long as the dwelling unit has ensure proper system operation and flow see Figure F001-8 . s ci ounting member surface for typical concealed Installation. Use W Z m z too=�P-¢o o te a a+ +) awatnur 5=a OGui another means of egress. o ottom screw holes. _ i U1 P w U w z¢'L Lu s !0 G �, emu ,-.. toLuZ �7 jZIV � � 8.6.7 Sprinklers shall not be required for ceiling pockets that meet the roPEX LF Brass Fire �,�0 a In Y w°z 0 G w cn ce prrWJW'�O uJ F- following 100 ftB (2.83 rn3). "w. prinkler Adapter Tee ' '" w a o °z 0 x z , 1. The total volume of unprotected ceiling pockets does not exceed 100 m I� ..Q❑�n 3 c�a u I-Q N 3 W�... m 3 3 '' M E j E `° Ire Sprinkler A�laa^i+er ft (2.83 m ). ountin Bracket ; 00 Fi ure F001-6 4- 9 2. The entire floor under the unprotected ceiling pocket is protected by a OF NF G the sprinklers at the lower calling elevation. "" " ` or - re Sprinkler Adapter1.O P g P P Y j ., _ �.,., .. _,. M-,::., ,._. po r o _ Uponor Warning Signs ush_nr Nut*'+ 3. Each unprotected ceiling pocket is separated from an adjacent Roof Truss Insulation Recommendations •• • •w � x unprotected ceiling pocket b)y a minimum 10 ft (3.05 m) horizontal Whatever R value is required in the ceiling an addition batt of Insulation of - 3 Iry„ :..� Fi:e _ N distance. the sa - Figure Lci�i_CQ'UoNlri .. E _ _..- , ,; w Male5 `�r",'r .daPter w 4. The interior finish of the unprotected ceiling pocket is noncombustible F001- ). i �, _ _ or limited-combustible material. -r S. Skylights not exceeding 32 fft2 (2.97 m2) shall be permitted to have a 2 H a lit Cr?nr tip f 1" Bfail Valve H = Prinklpr 1� plastic cover. L 08916 c Main Fire Sprinkler ROFESSIO�p� $ Male Threaded Coupling ' _ ,------ Shut-off Valve oncealeci Flat J Co C over Plate - to Tee with Water d m Minimum Distances from Heat Sources ' _ Jo The following table provides Infornnation from NFPA 13D,Table 7.5.5.3: Metter Flow Gauge Test Orifice �; o v Minimum Distances for Ordinary Temperature Residential Sprinklers. Use " p p p may interfere �., H v, Caution: Do not paint over the sprinklers cover plates. Paint m this table to calculate the distance sprinklers should be from any existing c *a '�. Fi use F001-8 a with the heat sensitivity of the sprinkler, and disturbances may damage the o heat sources In the building �. g �, 1 sprinkler. ,-� Min. Distance from Min. Distance from Edge of Source to Edge of Source to w Ordimary Temp. Intermediate Temp. `0 Heat Source Sprinikler Sprinkler Test orifice to To verify proper the test orifice to use In the flow verification teest, refer to Side of open or the Uponor AquaSAFE Installation Manual or see Table F001-1. N recessed fireplace 36 inches 12 Inches Figure F001-7 0 0 Front or recessed ,� Test Orifice N fireplace Figure F001-9 � � P 60 Inches 36 inches ^ N 1 u Test Orifice K-factor Idlentification Warnin Sin �' Co Coal or wood burning g g Q a 4 Q stove 42 inches 12 Inches Test Orifice for Fl/Res 30 Sprinkler 3.0 White The Uponor AquaSAFE Homeowner Handbook and a red warning sign are U) Flow Test 9 9 M m N N s Kitchen range 18 Inches 9 inches To ensure the system provides enough water for proper fire sprinkler Test Orifice for Fl/Res 40 Sprinkler 4,0 Gray provided with the sprinkler design. The red warning label advises the t° '-' z '' ^ u homeowner that modifications to the system should not be made without 62 W performance,you should conduct a flow verification test. i wall oven 18 Inches 9 Inches Test Orifice for RFC 43 Sprinkler 4.3 Red consulting a fire protection specialist. Leave the homeowner handbook in m a Hot air flues is Inches 9 inches Note: The NFPA 13D Installation Standard does not require flow Test Orifice for F1/Res 44 Sprinkler 4.4 Blue the home and affix the warning sign adjacent to the primary shutoff valve m (see Figure F001-10). Z o J verification. E Un-insulated heat ducts 18 Inches 9 inches Test Orifice for F1/Res 49 or RFC 49 W to a w H z LL CL Un-insulated hot water Before performing a flow verification test, confirm the water pressures by Sprinkler 4.9 Black C1 W �, Z a N O pipes 12 inches 6 inches contacting the Water and Sewer Department of your local city. Ensure the Table F001-i I u Q a W Ce c U in available water pressure matches the pressure used in the system design., i? I ., I o o W < �.- .N Side of ceiling or wall " a `.� ,�/ mounted hot air Note: The sprinkler plan indicates the most hydraulically remote sprinkler 6.L diffusers 24 inches 12 Inches or air of sprinklers). For test requirements on others sprinklers, consult rf e«.Ir d+lj ' atrai ' , U) W ( P P )� P Performing the Flow Verification Test Without the r Front of ceiling or wall your local code. - 5 mounted hot air Flow Meter ��-' 1-«�., rC.i R.�, 1',i ., =-,r!'•i.al i`��}I � Tel = oC ae diffusers 36 Inches 18 Inches Note: It is a good idea to notify the fire inspector at least 24 hours prior to The installer can also conduct the flow verification test without the use of =.tl ;�= `�>iIr } ' c kit sir -i °- -i FI=� ��,.- w aS �I Hot water heater or performing a flow verification test. This may speed up the inspection the Flow Test Kit, a practice sometimes referred to as the Buclket Test #r�: r.r111'�� F -r i� m, ,t: . 'ri�; >- m x furnace 6 inches 3 Inches process and eliminate the need to repeat the test for the Inspector. Method, using the following steps, W = a U she 1 '.jaJrt« tj' tttrF%I}ir: f ' ifi6r, r.�r sal Z w Ught fixture m ( ) 6inches 3lnches y diyl,. r 'i F = d O V(OW--25oW 1. Ensure that you have the water turned off. ,,, } ;;.; sr' i 0 0 2. If you have already Inserted the sprinkler Into the 1/2lncch threaded !- �,I ° -ir air ,rt:ir'�, �+ u, i �` Q N a a Light fixtureIFrsil.r a# "pi:}, Z Y O I=- w a Extreme Temperature Installations outlet careful) unscrew the s rinkler from the s rinkler adapter.ter. :, ',: ; i r,'�I},r; =i�I ;,°,s¢ . .r:, . 0�,3;1j ,1.,;, 0 7 w lu °�° p Y (25oW--499W) 12 inches 4 Inches y P P P i ; : ' G cn AquaSAFE Residential Fire Safety systems are often installed in attics or Place the sprinkler in a safe place to avoid any damage. p v -I z � Table 7.5.5.3 . �o other areas exposed to temperature extremes of heat and/or cold. Follow P P 3. Construct a flow test assembly using a 1 Inch full port ball) valve with � W = the recommended extreme weather installation Instructions to Isolate and threaded adapters and 3/4 Inch PEX tubing, that threads into the 1/2 "I' {atc '°"=I �'�r t�i,{`w'' •� F�1"~3►�► e �.-a °ir � •' protect system components from extreme temperatures. Because this inch NPT sprinkler adapter and terminates with the torrent test orifice. +��i =. : imp r° =5� �g °�o } �.,y� �: ca z a w Concealed Assembly Sprinkler With Vapor Barrier P u� LtL m O "IT system also delivers domestic cold water directly to plumbing fixtures, 4. Usln a one- allon container careful) mark the fill-lines In a la e i' , d °:,P When a fire 9 g Y r9 _ ... i_I._• a ��14 �': 'I T .y: ;} v ►'C Z Y a ¢ M sprinkle adapter and fire sprinkler head to keep Insulation off fire sprinkler Uponor highly recommends that you protect the tubing with adequate bucket (such as a 20 or 30 gallon garbage container)witth a O O w a F- ;, w 0 z - head. insulation In warm weather areas to minimize heating of the cold water permanent marker. You should mark at the 5, 8 and 10 gallon levels; a - - I' I.i r i v v U Z ,., E - �;.,>., ,., �.: supply. t o +ti, �..- ; � r, .-;< then at each gallon up to or exceeding the minimum reqtuired flow �' -fir z N .on g$ ' y d ,� ;, 6 from the sprinkler(as identified on the sprinkler plan). SHEET DESCRIPTION u "R Installation methods include, but are not limited to: S. Attach the flow test assembly to the 1/2 inch NPT connection of the Figure F001-10 .7 4 S „ e'rM d $ h d5 t� J a k !A.{ `'~ ! - '�.. ft'.i,s,,,^ -,; • Tenting over the fire sprinkler piping. sprinkler d . NOTES adapter. Ensure the valve Is closed. --�r; :s�°`�> •�`° r,`- - ,x'.'�:~ • Additional layers of batt Insulation. important. The warning sign must be affixed adjacent to the main shutoff FIRE SAFETY y ° F 3 requirements. IF replacement DETAILS, AND TABLES Gn'. p q a rep ace ent warning sign is needed ',sg. �"�'''` :';.»,;��T'�amr .'� '•R•} t Lp{Y . valve per NFPA 1 D r Increased depth of blown-in insulation. please contact the Uponor Design Department. z Caution: If you will be installing spray foam insulation, make sure to SHEET NUMBER a i protect all components during application. Consult with the spray foam Connect Plumbing Runs �r ..: manufacturer to ensure compatibility with all products before application. To feed plumbing fixtures, install a ProPEX brass tee In the AquaSAFE loop. " From this tee, you can feed Uponor AquaPEX tubing into a multipart tee to i w rkt Consultation with local building officials is encouraged to ensure compliance supply cold water to multiple fixtures, or you can Install a dedicated run to > with local building codes. supply an Individual fixture. Ensure plumbing runs have been plugged to zallow -- -- pressure and flow verification testing. M111` Figlure F001-4 i I 3 4 5 6 7 8 9 10 II 12 13 14 15 1 6 17 155UE5/ REVISIONS w1Z `w tr y. ' ! K -0 M pm +�I J e .m A G MAR. 23, 2011 777777777 • 0-O 1/2"' O PERG2003 00, ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF ol met THE ARCHITECT. INFRINGEMENTS WILL PA BE PROSECUTED. p1m00, r �,w Ir 77777 DN� J0 _ • PROVIDE 5"GYP. ON !'L' lu INSIDE OF WALLS AND ON > i0 ` 31_71 O UNDERSIDE OF RAFTERS, cn m r i 17O Q d C STORAGE (U (9 1 1 g SITTING ROOM poll _ >1 F21 �. OJ I I � I r — NCI r 1 12'-1 1 1/2" \ 3'-I O" 1 5'-4" 1 3'-4 1/2" Amok s 5. CLIENT/ OWNER JEQ EQ RA �_ ST O GE CLOSET OVER CATHEDRAL LINE OF CATHEDRAL CEILIN CEILING BELOW, BOTTOM OF G p � 1 CLOSET @ ±2'-6"ABOVE FLOOR, BELOW TO REMAIN. — �~ N — - -I �- PERPATRICK TREANOR Oak pmq GRAND VIEW DRIVE D 2'-6"xT-O"� \ 2'-6"xT-O"� YM� 5'-0"x7'O" FIXED PANEL 5LID11IG GLA55 FIXED PANEL peg ORIENT, NEW Y R TO MATCH. DOORS TO TO MATCH. A MATCH EXISTING. NEW BALCONY = 121 py PROJECT TITLE EPDM ROOF �I 5LOPE 11/8'% FT. RECEIVED ADDITION AND I� RENOVATIONS NOV 4 2011 A / BOAP\D OF APPEALS DRAWING TITLE NEW RAILING ZSA FINIAL MAP �I sEE DEcisloly rpm THIRD FLOOR THE ' rer► T"" '' 4O t^.L.TLl7,ANY � DATE SCALE 1/4"=I'-O" 3 KD f L 0 0 K P L A N r „T; F.� . R ,; rq-r�g �--r-� 1�.� �� " ISSUE Pop -CCORDANICE Ack NOV,03, 201 I SCALE: 1/4"=1'-O" A3 SCHEME 2 � DRAWING NO. NEW CONSTRUCTION WITHIN EXISTING ROOF EXCEPT AS NOTED odik p" REF. NO. 2011 I 0 1 S I 2 3 4 5 6 7 8 9 10 ! ! 12 13 14 15 1 6 17 ISSUES/ REV15IONS 303 / aw �r NW NE / \ 10 w o 5W 5E A^ 5 / / • �� AI BALCONY • DETAI L GJ�Z REMIOVE ROOFING AND RAFTERS ABOVE IN THI5 N�Qjc� ,/ \ �� ARE/ATO CONSTRUCT NEW DECK. ping / / \ I \ •V' PON • Z N REDUCE NUMBER OF o WELL STEPS S NEC. DUE \ ° TO REGf ADING, PON 0 \ / REPLACE ALL COLUMNS WITH SQUARE COLUMNS AS SHOWN WITH HB4G RECESSED PANEL SQUARE PERMACA5T COLUMNS 12"x 12'kHT, AS r� LINE OF ROOF OVERHANG READ' EXISTING HANDRAIL PON I I 1 / 12 TO BE REPLACED, 4R@32 vO� 7R@55" - / ' ❑ ❑ ❑ ❑ ZL- 0 \ / (2) 2"x 12"HEADER / > ABOVE AT SOFFIT HEIGHT U > 0� _ O ( W/ 2"x4"@ I G"O.C. KNEE I w m / \ z Q WALL TO UNDER 51DE OF ROOF. Z'A / 0� O / v' PROVIDE ROOFING \ I O d I / PMq 0 \ / DETAILS AND SOFFIT TO COVEING RED PORCH iv O G MATCH EXISTING. \ / I NEW \ U I / NEW 0'fi SKYLIGHT SKYLIGHT LINE OF NEW OVERHANG ABOVE O r 0„� BASED ON ' / SURVEY OF PROPERTY _ (2)2"x8" ; ©201 O ALL RIGHTS RESERVED Co AT ORIENT N a G-o / ❑ TOWN OF SOUTIIOLD 2NG" RAFTERS 0-0 2N4"CLG.JOI5T5 THESE PLANS ARE AN INSTRUMENT OF SUFFOLK COUNTY, NEW YORK m @ I G"O.C. SERVICE AND ARE THE PROPERTY OF 7REFLACE EXISTING WINDOWS WITH eN THE ARCHITECT. INFRINGEMENTS WILL 1 000- 14-02-3.20 SQUARE TOP DOUBLE HUNG TO BE PROSECUTED. MATCH EXISTING AND FIT INTO 5 I T E L A N -� pm APRIL 26, 2005 � � EXISTING ROUGH OPENINGS. �� PATCH TIM ETC, AS NECESSARY. A EXISTING EXCEPT SCALE: 1 "=30'-0" O NOTE: DINING AREA � ALL NEW INTERIOR CONj AS NOTED DOORS TO MATCH EXISTING. I MUD ROOM/ LAUNDRY RM, KITCHEN I I T 0 C� M� ECOPJFIGURE SHED w OOP OVER GARAGE OORS AS SHOWN, W L — PATCH WALLS FLOOR— I ll�l` AND CEILING AS tJ REMOVE WALL NECESSARY. E FAM I LY ROOM HALF WALL , BATH �fdM PROVIDE NEW A5 SHOWN _ REMOVE AND REPLACE L=z; WITH GLASS; / FIXTURES AND --------- ———— ROUND PILASTERS WITH �r \ABOVE FINISH. ---------------J PROVIDE WALL FINISH N REBUILD PANTRY AS SQ.CUT FROM HB#G �► _ TO MATCH EXISTING. INDICATED ON DWG A9. RECESSED 5Q.PANEL s~► 0 r DOUBLE JOISTS _ _ _ PERMACA5T 12"x 12". CLIENT/OWNER 1. - . _ o � REMOVE WET-BAR AN rii PROVIDE NEW SHOWER o I� � FLOORING IN THIS A�KEA, � ( j r��^ �,f`- t� p� PAN, ROUGH AND FINISH O REPLACE WITH NEW TO r ( E I l ! PLUMBING, AND TILE AS CLOSET CLOSET \ / v MATCH EXISTING PANTRY f 1 NEC., FOYER SURROUNDING. — ��- _ _.► PATRICK TREANOR PROVIDE NEW Z — — — �t �- Q GRAND VIEW DRIVE D FIXTURES AND FINISHES AS � AREA ABOVE TO BE FRAMED IN � WITH FLOOR JOISTS TO MATCH � ORIENT, NEW YORK INDICATED. WP EXISTING. r^ — CUT NEW 30"SPACE ACCESS TO CRAWL SPAGE: INTO BATH ROOM / \ REMOVE AND REPLACE —<L7 EXISTING CONC. ❑ ROUND PILASTERS WITH eeq FOUNDATION WALLL, �— — /REMOVE AND RELOCATE 5Q.CUT FROM HB*G EXISTING ENTRY DOORS AND RECESSED SQ.PANEL �� 1 SIDE LITE5 AS INDICATED. PERMACA5T 12"x1 2 d FRAME ABOVE WITf'H / / \ / \ REMOVE WALL 1 NEW JOISTS etc. T(O NEW 8'TH. FOUNDATION AS SHOWN LIVING ROOM ti PROJECT TITLE . �- O MATCH EXISTING. WALL ON I'-4"Wx 8" —— — — � POURED CONC. FOOTING. PROVIDE#5 RE-BARB ROOM — _ ——————— —=T +lJ �� ' r� m @24 O,C VERTICAL n I t � � 4r ✓i 1 2" (MATCH NEW FLOOR TO EXISTING FOYER. LONG SECURED C EXISTING — — — — — �• I i ' � ~ ADDITION AND `f FOUNDATION INTO EXISTING CONC. m -7 WALL MT). — — — — — — — — — — FOUNDATION WITH O I ; RENOVATIONS EPDXY(TYPICAL) a 3 O"x"x{3'O"x I'O"D CONIC EXISTING FOUNDATION REPLACE BLDG-DEPT' �j/ FOOlTING WITH 1 2"DIA. WALL(TYP). ` EX15TING COL, ---� CONIC. SONOTUBE WITH NEWHB*G. T�t�'��S�lli`;'�tn (TYPCICAL) `� DRAWING TITLE m N m G" RISE TO FLOOR \;\ REMOVE WALL > ' - - - - - Ln — m — — A5 SHOWN IT IS A VI!JUMON OFTHE PEW I 6'-7 1/2" G'-7 1/2" `t \��\ V.11 FOR ANY PERSON' � SITE PLAN AND ALIGN CORNER OF �t i A NEVI✓FOUNDATION . • n L— � \ !lt�d�.Eta^�ACTII'�Ia,U�gDER'fFM �I g� T WALL WITH CORNER I MIRECTION OF A U{:EN'� OF IEX15TING AS GROUND FLOOR PLAN SHOWrJ, T - I — — — — _ ARCHITECT,TO ALTER ANY LINE OF OVE HANG ABOVE ❑ 4 3„ ITEM OId THIS DRAWING IN INDICATES NEW WALLS L --- ------ ————————— — J EQ EQ ANY WAY.AN A'-THORIZW I�®I B � 2' o" ( ALTERATION 6AUST UE STEP DN MAX.7" 15'-3" I P-Gi 3/4" jq! I DATE SCALE AS NOTED —————————— NOTED,SEALED,AND —r D SCR!SED IN!ACCORDANCE NEW STONE O INDICATES WALLS TO BE DEMOLISHED TREADS AS O WINDOWS WiTH THE LfiDOWN .Vl N SEE GROUND FLOOR PLAN FOR NEC, I I"W. A 5T'PS NECESSA55AY. AND WALLam ISSUE S FOOTING (LOCATIONS. JAN.04, 201 I PROVIDE SECOND WINDOW TO MATCH I■■I DRAWING NO. — — EXISTING RELOCATED INDICATES NEW WALLSpmm F OUNDATION PLANGROUND 1' LOOK PLAN AS INDICATED. ��. INDICATES WALLS TO BE DEMOL15HED 70 SCALE: 1/4"=1'-01 A I SCALE: 1/4"=1'-o" STEP DOWN PARTIAL (FRONT ENTIRY) EXISTING EXCEPT AS NOTED A I r 1 J 1_` r• T i. 7 C-1, REF. NO. 1015 I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 G 17 ISSUES/ REVISIONS C� IND .o K M 0 • 44 i • 515 BALC NY VELUX FS M06 (TW) POW I� u SKYLIGHT SKYLIGHT EQ EQ i • NEW GLASS D ORS PROVIDE TO MATCH EXISTING �2)2"x 10" MFR. AND FINISH BELOW 0 HEADER omk WINDOW SEAT `w BUILD TO FIT IA�I VANITY TUB ELOCATE TUB AND ON r � REMOVE AND REPLACE 5 SHIP N S ROUND AS 5 N RELOCATE A WINDOW SASHES WITH O i TEMPERED GLA55. RECONFIGURE BATHROOM A5 I I OPEN AREA BED ROOM SHOWN - PROVIDE FIXTURES AND FINISHES AS PER OWNER. MASTER BATH ROOM I I RELOCATE EXISTING �- L-- J • WINDOW A5 SHOWN. PATCH TRIM AND SIDING AS NECESSARY. / O �� p � C2010 O ALL RIGHTS RESERVED NEW K WI H c' l oC 1� 55 ENCL �� p to EXISTING HANDRAIL. THESE PLANS ARE AN INSTRUMENT OF a SERVICE AND ARE THE PROPERTY OF TOILET /* THE ARCHITECT. INFRINGEMENTS WILL NEW WINDOW To 1 I m O cQn M BE PROSECUTED, MATCH EXISTING -�� I O I m ► o LIfJEN C DN CLOSET TH15 WALL. I I ^.-- �`- REMOVE AND C z I 3'-G" 6'-I I" R M TING RELOCATE N I H. N RAI T 15 AREA.- ^Z I I PROVIDE PLUMBING G' n I I AND DRAIN ROUGHING -- -�-- I I I • AND HOOKUP AS I I I I o NECESSARY. I I I I BATHROOM 00 v z - SHO R I I I I � RELOCATE EXISTING I I L---1 Q M WINDOW AS SHOWN. - _ PATCH TRIM AND =_- •` 51DING AS NECESSARY. i i I BATH ROOM I o NN LINEN CLOSET _ 4'-4" '�) pm 2 /�1 O I I I -REMOVE WALL. M�1 -------I ---J \ 0-4 5-6 3-G ► MASTER BED ROOM 4 \ BED ROOM CLIENT/OWNER J REMOVE EXISTING REMOVE WALL NEW EXTERIOR DOOR \ / AND PATCH AS WINDOW PATCH AS NECESSARY NECESSARY. ALIGN WITH WINDOW BELOW r NEW EXTERIOR NEW FLOOR M� DOOR FULL GLA55. — � / \ � PATRICK TREANOR BALCONY �v A GRAND VIEW DRIVE REPLACEMENTNEW 2 O AoORIENT, NEW YORK HANDRAIL / LINE OF FRONT WALL\BELOW ----------------------- / \ �� 5QUARE OFF WALLS 1� AS SHOWN \��\\ PATCH AND FINI5H 12'Wx8' HT. NEW SLIDING \\\ TO MAT H EXISTING. � �1 GLA55 DOORS TO MATCH EXISTING i EXTERIOR SLIDING GLA55 DOORS MFR Pool AND FINISH \i - �� PROJECT TITLE NO WINDOWS r� ZF'ROVIDE O AND WALL (2 2'k12" HDRW/ 1/4"x11"5TL.PL. ADDITION AND 2 N D ff LOOK PLAN I L PROVIDE SECOND NEW WALLS r ` RENOVATIONS WIr1DOW To MATCH �, EX15TING RELOCATED E----------� �I SCALE: 1/4"=P-0" A2 AS INDICATED. INDICATES WALLS TO BE DEMOLISHED DRAWING TITLE SECOND FLOOR rr IS AVIOLATION OF THE M"I LAW FOR ANY PERSON# UNLESS'ACTING UNDER T"m— DiPF—CTION OF A LICENSED ARCHITECT,TO ALTEIR A14Y ITE1.e ON THIS DRAWING IN DATE SCALE ANY!'rtm A"DIYA'-THOR12 D 1/4"=1'-0" ALTE ATIOM MUST DE ; VIOTED,SI~.A!IED,AN<D im 155UE G?:SCnISED IPA ACCORDANCE A JAN.04, 201 I 4-1TH TI{E:t,.f'l;: 4w �., M DRAWING NO. I Y v •;. ; .� oft REF, NO. 1®I 1015 I 2 3 4 5 G 7 8 9 10 I I 12 13 14 15 I G 17 155UE5/ REVISIONS ^t 1.A to zwk COW pm" M V J G'-O 1/2" 1r4r 1p1 r � Cam. �I .. • �„- MAR. 23, 201 I . DN _✓ _—— c, _ �_ r � ©2003 5-3 1/2" �� m F„ ^ ALL RIGHTS RESERVED r _ -�- PROVIDE 'a GYP.BD. OfJ w \ - w \\\ �Y - — INSIDE OF WALLS AND ON O 1 7 �, '_7" O U11DER5IDE OF RAFTERS. O THESE PLANS ARE AN INSTRUMENT OF m 1, ` •Y_ c° �y SERVICE AND ARE THE PROPERTY OF O o �« 66 0 /� THE ARCHITECT. INFRINGEMENTS WILL z STORAGE n z o M SITTING ROOM BE PROSECUTED. F ul�"f �� ..i =� 1� o ( 1W 1 2'-1 1 1/2" 3'-10" 1 5'-4" i t 3'-4 1/2" • I EQ STORAGE CLOSET OVER CATHEDRAL CEILING BELOW, BOTTOM OF LINE OF CATHEDRAL CEILING CLOSET @ ±2'-G"ABOVE FLOOR. BELOW TO REMAIN. pm E 2'-G"x7'-O"\ 5'-O"x7'0" J 2'-G"x7-0"� FIXED PANEL SLIDING GLA55 FIXED PANEL TO MATCH. DOORS TO TO MATCH. MATCH EXISTING. CLIENT/OWNER NEW �r M� BALCONY EPDM ROOF PATRICK TREANOR PON —� SLOPE 1/87 IT. - A GRAND VIEW DRIVE D i ORIENT, NEW YORK pm NEW RAILING 1� PROJECT TITLE 0-00 ADDITION AND RENOVATIONS 1 • 3RD F L 0 0 R P L AN I DRAWING TITLE �I SCHEME 2 SCALE 1'-irI` /4'� a' rp" THIRD FLOOR iml NEW CONSTRUCTION WITHIN EXISTING ROOF EXCEPT AS NOTED IT IS A VIOLATION OF THE P LAW FOR ANY PERSON, rs+ UNLESS ACTING UNDER IM � DIRECTION OF A LICENSED ' " �I DATE SCALE ARCHITECT,TO ALTER ANY 1' 14 — -o ITEI'�J ON'THIS DRAWING IN / 1 f,PY WAY.ANYA.)THORMW ISSUE ALTERATION MUST BE � NOTED,SE:ALED,ANO NOV.03, 201 1 DESCS!SED IN ACCORDANCE 4w V,UH THE LAW. PA DRAWING NO. IMII b g r. T•E t + l rLl } A cD��`�j�j1� f 1� REF. NO. 1015 1 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 1 G 17 ISSUES/ REVISIONS ^4 lA INS c ' K M r • p" • 1.10 /— REMOVE TfRAN5OM AND PICTURE WINDOWS, CUT IN FC)R NEW DOOR5, PROVIDE(2) 2'k 10"HEADER r,.i PATCH A5i NECESSARY TO MATCH EXI5TAING. PM G MAR. 23, 201 1 FLOOR • OVER FOYER r�l C2010 ALL RIGHTS RESERVED NEW RAILING. THESE PLAN5 ARE AN INSTRUMENT OF CUT IN AND CUT IN AND ` I SERVICE AND ARE THE PROPERTY OF PATCH FOR NEW PATCH FOR NEW DECORATIVE ITEM 5KY LIGHTS A5 Q SKY LIGHTS A5 THE ARCHITECT. INFRINGEMENTS WILL SHOWN. SHOWN. F71 PA NEW SHED ROOF BE PROSECUTED. L-J- CON5TRUCTIO TO PROVIDED BY OTHERS, MATCH EXISTING, �^ PATCH AROUND NEW �wr 7 6„ CONSTRUCTION A5 v'�t do REQUIRED. FLOOR • CUT IN AND M� PATCH FOR NEW WINDOWS AS SHOWN, _ 1 HANDRAIL TO BE r^ C REPLACED A5 L 5HIOWN. I■■I FLOOR s CLIENT/OWNER ►� �1 r�r .^ PATRICK TREANOR MR GRAND VIEW DRIVE moo ORIENT, NEW YORK r-14 1O1 REPLACE ALL EXISTING PROVIDE NEW COLUMNS TO COLUMNS WITH NEW SUPPORT SHED ROOF AS AS SHOWN. SHOWIJ � (lYl') � w GARAGE FLOOR rj^ PROPO5ED ' � PROJECT TITLE ICI 5 . WE5T ELEVATION 'ADDITION AND REAR SCALE: 1/4"=I'-O" A 5 RENOVATIONS EXISTING EXCEPT AS NOTED `► DRAWING TITLE r r� SOUTHWEST I•�eI ELEVATION LAW FOR A"N PERSON, 8 D IRE:TIO:f OF A LICEMSED epl DATE 5CALE ARCHITECT,TO ALTER ANY ~ ITUP,ON THIS DRA4a ING IFd I/4"=I'-O" ANYVi YM--1YA,7I!`IORIZED r Tcp.' .jc)" �,^��s p E°E I� I55UE NOTED,SFALE£3,A",'D Am JAN,04, 201 1 ES DC,1! wD 1,-.,d:CC4iIME WITH T:lE L<'V; A; DRAWING NO. PER �\ OA A � REF. NO. 1015 I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 6 17 ISSUES/ PFV151ON5 v1� 1^ r� ' K M • �1 P" J r�� H I 1 • A %w Ir^ irwll G MAR. 23, 201 1 • �j 02010 j � r ALL RIGHTS RESERVED NEW HANDRAIL a RE LAC NEW EXISTING STIDRAIL. NEW HANDRAIL. THESE PLANS ARE AN INSTRUMENT OF - SERVICE AND ARE THE PROPERTY OF 0 THE ARCHITECT. IPJPRINGEMENTS WILL M BE PROSECUTED. m .30 PROVIDE AND CUT IN NEW 1� WINDOWS AS SHOWN. PATCH A5 FLOOR ^j NECE55ARY TO MATCH EXISTING. • NEW ROOF OVER BACK DOOR • REPLACE ALL EXISTING - COLUMNS WITH NEW REPLACE ALL EXISTING ~ A5 5HOWI`1- YP) COLUMNS WITH NEW r •` HANDRAIL TO BE AS SHOWN.(") REPLACED AS RECONFIGURE SHED ROOF OVER 5HIOWN. GARAGE DOORS AS SHOWN. PATCH AS NECE55ARY. low FLOOR � � I it f � CLIENT/OWNER DECORATIVE ITEM No PROVIDED BY OTHERS NEW GRADE, NEW STONE PAVING.) UK PATRICK TREANOR ^p" GRAND VIEW DRIVE 0 ORIENT, NEW YORK rP" 0 r PROP05ED REPLACE EXISTING GARAGE pop � DOORS WITH NEW, TO®E I SELECTED BY OWNER.S . EAST S I D E ELEVATION � PROJECT TITLE LEFT SIDE SCALE: 1/4 P-0° C A6 � ADDITION AND EXISTING EXCEPT AS NOTED �' • RENOVATIONS DRAWING TITLE !■I pw SOUTHEAST ELEVATION Im" IT IT A V!OU'riCON OF WE U,NIF F0,rl fxPJY PERSON, � V Ct6 FC:TjoMwarscst OP Q Lt "' D �M Al,'eC ;TE.OT,TO AILTER eRea.''Y 00 DATE SCALE ti-T—,:,pa�."3'10N,'1,r.US �• I55UE VIOTED,s-f-f,,LED,MID � JAN.04, 201 I Y,11,TH T!-4L.:.L,►<AY. go DRAWING NO. AA PAW _ pm V REF. NO. 1015 I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 G 17 ISSUES/ REVISIONS �A It` r� poll K M 00 pm ;4 H "w pm frwlq pm 0 G MAR. 23, 201 1 C2010 ALL RIGHTS RESERVED _ THE5E PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF /* THE ARCHITECT. INFRINGEMENTS WILL ODA BE PROSECUTED. pm NEW RAILING. NEW RAILING. • i 1�1 FLOOR �� •` t pm E >� � CLIENT/OWNER v� HANDRAIL TO BE met il REPLACED AS SHIOWIJ. � REPLACE ALL EXISTING r� COLUMNS WITH NEW AS 5HOWN.OW) ' s PATRICK TREANOR pmq FLOOR pm GRAND VIEW DRIVE 00 ORIENT, NEW YORK ,._. NEW GRADE, NEW STONE PAVING.) I_I REPLACE ALL EXISTING COLUMNS WITH NEW A5 5HOWN.(FYP) M�®I PROJECT TITLE ADDITION AND v r� RENOVATIONS PROP05ED 0 N . WE 5 T 51 DE ELEVATION _ w DRAWING TITLE RIGHT 51DE SCALE: 1/4 P-0" ��A7 IT I^n�^c;��TIC�+S c��E�� pm NORTHWEST pm ELEVATION U1.C.ESS A.r;TE".G UNti In,'Rq r! ARCHITECT,CT,TO AUER ANY �� R ITS—4.cN T€FIBS Dr,Aillis 4 0 1 MIm" v AN'Y WAX A"N'Y AUITH OPEIZED DATE SCALE t .TEF't%T;0N, 6e"?UST BEIt OTED,SEALED,AND P scri !:D INM ACC0F"l0'-$dNrf: V,`; L,THE! AP;. � I55UE A1k JAN.04, 201 1 go DRAWING NO. 1"q (T, pm �' A REF. N0. 1015 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 G 17 ISSUES/ REVISIONS I�v` tole r� t` t1l" K M e .�y P" Auk 0 0 0 0 00 c c rpl N r^ G co O c N MAR. 23, 201 I • PM c ALL RIGrITSOR�RESERVED ELEVATION ELEVATION ELEVATION ELEVATION AB C THESE PLANS ARE AN INSTRUMENT OF 5C/ALE : 1/2"= P-0" SCALE : 1/2"=P-0" SCALE : 1/2"=1'-0" SCALE : 1/211=1'-0" 11* SERVICE AND ARE THE PROPERTY OF /qM THE ARCHITECT. INFRINGEMENTS WILL -ter CABINETRY BY OTHERS, DOORS AND TRIM TO CABINETRY BY OTHER BE PROSECUTED.S, PROVIDE SHELVING AS SHOWN, A TRIM TO IMATCH EXISTING. MATCH EXISTING. TRIM TO MATCH EXISTING. TRIM TO MATCH EXISTING. 1aw ht EXISTING • • 4 11211 1�1 1'-4" 3 11211 3 1/ I'-0 1/2" 3 1/2" w i w `I z � N � a vw vw Amok 2'-7" w 1'-4" CLIENT/OWNER I 4 1/2" r I®I r PATRICK TREANOR GRAND VIEW DRIVE PANTRY AREA ORIENT, NEWYORK ;SCALE : 1/2"=P-0" A9 1®I M� PROJECT TITLE 0-00 r� w ADDITION AND v RENOVATION5 w DRAWING TITLE r ►wll L I^rYvI I1:TI r`QI^AW FOR A11,71Y E"I PANTRY DETAIL Ui,PI ESE 1',CTIR,, UN'Dr-ri THE DIPEC e ION OF A LICENSED PlCI'6ITr7C:K,TO AI TER AUPY r V ITEP,"CI' 3H!F DrIAE"111JI G Ind /-J rY V,,7 t:AM c'A'. -flORIZED DATE SCALE 11t`N Fell;:i r�'E VOTED,S.w"!'.-D,AM� 1/4"= 1'-0" .._�. C;E:7-MMiw8.+°t�L�i;;.�+C�tie.t.G'i�tlarr� --� V.."'T'FITI r-um. its 155UE oft JAN.04, 201 1 ____�.• � DRAWING NO. IF PM `, .F Imo► REF. NO. 1015 I 2 3 4 5 6 7 (5 9 10 1 1 12 13 14 15 1 6 17 ISSUES/REVISIONS 43, PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, CLIMATIC AND GEOGRAPHIC CRITERIA ^j EQUIPMENT AND SERVICES NECESSARY TO PROVIDE A RESIDENTIAL GENERAL NOTES HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES GROUND SNOW LOAD 20 P5F (PEER FIG. R301.2 (5) RCNY5) ]� AS REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, WIND SPEED 120 MPH (PEER FIG. R301.2 (4) RCNY5) OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE SEISMIC DE51GN CATAGORY B (PEER SECT. P.301 .2(2) RCNY5) C 1/2"SPACING THE WORK. WINTER DE51GN TEMP I ]If (PEER TABLE N 1 101 .2) ALLOWS I. THI5 PROJECT 15 ADDITION5 AND RENOVATIONS TO 44. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, WPJ AN EXISTING FAMILY RESIDENCE, CLA551FIED AS R-3. EUIPMENT, AND SERVICES NECESSARY TO COMPLETE ALL FLOOD ZONE ( N/A ) (PEER FEMA MAP) INSTALLATION 2. THE HEIGHT OF THIS BUILDING AS DEFINED BY THE FROST LINE DEPTH NEW PLUMBING WORK REQUIRED BY THE DRAWINGS AS SE WEATHERING PROBABILITY SEVERE (PEER FIG. R301.2(3)RCNYS) / RESIDENTIAL CODE NEW YORK STATE IS 30-8. SPECIFIED HEREIN, OR REASONABLY IMPLIED AS ti NECESSARY TO COMPLETE THE WORK. DESIGN LOAD CALCULATIONS (UNIFOR'.M LIVE LOADS) CORNER STUD pay 3. THE TYPE OF CONSTRUCTION 15 TYPE V(B). END ILL CONNECTED TO M 45, ALL FIXTURES, FAUCETS, ACCESSORIES, ETC. SHALL v v 4. ALL WORK SHALL CONFORM TO THE (REQUIREMENTS OF THE 2007 CONFORM TO THE NEW YORK STATE ENVIRONMENTAL ROOMS OTHER THAN SLEEPING 40 P51 (PEER TABLE 301.5 RCNYS) TRANSFER SHEAR RESIDENTIAL CODE OF N.Y.5. AND THE AF* PA WOOD FRAME SLEEPING ROOMS 30 P51 (PEER TABLE 301.5 RCNY5) o r CONSTRUCTION MANUAL 1995 515CHIGH WIND EDITION CN5ERVATION LAW WITH REGARDS TO WATER SAVING ATTICS WITH LIMITED STORAGE 20 F51 (PEER TABLE 301.5 RCNY5) 5. ASSUMED SOIL BEARING CAPACITY. 1500 Ib./S Ft. AND CONSEVATIOJ, ALL FIXTURES SHALL BE ON THE J �(2)16d COMMON a APPROVED "LIST OF CERTIFIED WATER SAVING PLUMBING ATTICS WITHOUT STORAGE 1 O P51 Q NAIL5@G"O.C. G. CONCRETE TO BE PLAIN, UNREINFORCED, 3,000 si. - 28 DAY TEST. STAIRS 40 P51 (PEER TABLE 301.5 RCNY5) !' FIXTURES"AS PUBLISHED BY THE NEW YORK STATE � o F 7. ALL FOOTINGS TO REST ON 12" BELOW VIRGIN, UNDISTURBED SOIL. DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 8, DE51GN LOAD CALCULATION ARE BASED ON: 4G. ALL WORK ON THE PLUMBING SYSTEM SHALL BE LIVE LOAD: AS PER TABLE R301.4, RESIDENTIAL CODE OF NEW YORK STATE. PERFORMED BY OR UNDER THE SUPERVISION OF A DEAD LOAD: CALCULATED AS PER R:301.3 AS PER RCNY5. PROPERLY LICENSED MASTER PLUMBER. UPON SNOW LOAD: 45 P51 GROUND SNOW LOAD (AS PER FIG. R301.2(5) RCNY5. COMPLETION, THE PLUMBER SHALL PROVIDE A SOLDER V� SEISMIC DESIGN CATAGORY B. CERTIFICATE AS REQUIRED BY THE TOWN OF 5OUTHOLD. CORN ~ WIND UPLIFT AND EXPOSURE CATAGORY "C", FOR 120 MPH 3 SECOND GUST. 47. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR NAILING SCHEDULE �I ALL PERMITS, CERTIFICATIONS, LICENSES AND PER AF* PA AMERICAN WOOD COUNCIL WFCM FOR LOCATION LIVE DEAD DEFLECT LIMIT IN5PECTION5 A55 REQUIRED BY LOCAL, STATE, AND ( N O LD DOWN FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLE ONE AND TWO FAMILY DWELLINGS 1995 5BC HIGH WIND EDITION) • 1 st FI. 40 LB 12 U3GO JURISDICTION. JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING 2nd FI. (SLEEP AREA) 30 LB. 12 U3GO 48, FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT, AS NEEDED 1/211= 1'-0" ATTIC (NON 5TORGE) 20 Le. 10 U3GO TOOLS, AND SERVICES NECESSARY AND REQUIRED FOR ROOF FRAMING ROOF 20 LB. GROUND SNOW 15 LB. U3GO PROPER AND COMPLETE INSTALLATION OF ALL NEW RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER RIDGE 9. ELECTRICAL WORK TO CONFORM TO RESIDENTIAL CODE OF NEW YORK STATE ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 PER J015T A AND THE NATIONAL ELECTRIC CODE, AND ANY APPLICABLE LOCAL CODES. BUT NOT LIMITED TO: CONNECTIONS TO PREVIOUSLY CEILING JOIST 70 PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP !�+ 10. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AS REQ'D BY CODE. INSTALLED ELECTRICAL SYSTEMS, WIRING, LIGHTING,SERVICES, FEEDERS, DISTRIBUTION AND PROTECTION CEILING J015T LAPS OVER PARTITION ((FACE-NAILED) 3 EACH LAP RIDGE TENSION STRAP I I . ALL EXPOSED WATER PIPING AND/OR HEATING DUCTS TO BE INSULATED. EQUIPMENT, CONNECTIONS TO APPLIANCES, RIDGE STRAP (EACH END) 2 PER TIE GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END 12. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH PREVAILING CODES DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END AND STANDARDS. ON THE APPLICABLE DRAWINGS AND AS NORMALLY WALL FRAMING 13. ALL WINDOWS TO BE THERMAL INSULATED LOW-E GLASS, WITH ARGON GAS. SPECIFIED IN THI5 TYPE OF PROJECT AND INCLUDING TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT • CONNECTIONS TO PREVIOUSLY INSTALLED 14. THE ARCHITECT ASSUMES NO RESPOSIBILITY FOR THE CONSTRUCTION TRANSFORMERS AND ELECTRICAL DITRIBUTION TOP PLATE5 AT INTERSECTIONS (FACE-NAILED) 4-1 Gd J015T EA.51DE Z MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR STUD TO STUD (FACE-NAILED) 2-1 Gd 24"O.C. • SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. SYSTEMS. HEADER TO HEADER(FACE-NAILED) I Gd I G"O.C.ALONG EDGES 49, AL WORK SHALL CONFORM TO THE REQUIREMENTS OF RIDGE RD THERE ARE NO WARRANTIES, NOR ANJY MERCHANTIBILITY OF FITNESS THE 2007 ELECTRICAL CODE OF NEW YORK STATE, THE TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-1 Gd,3-1 Gd,4�-I Gd PER 2x4, 2xG, 2x8 RESPECTIVELY 1) FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE NATIONAL ELECTRICAL CODE, NFPA NO, 70-1 984 (NEC), B C BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, m PLANS. LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFELY AND END JOIST OR BLOCKING (FACE-NAILED) 2-1 Gd PER FOOT til 15, CONTRACTOR TO VERIFY ALL DIMEN5510N5 BEFORE STARTING CONSTRUCTION. HEALTH CAT(OSHA), THE NATIONAL ELECTRICAL FLOOR FRAMING OPED SEAT C DO NOT SCALE DRAWINGS. FOLLOW IDIMEN5ION5 ONLY. MAN UFACTURER5'ASSOCIATION (NEMA) AND ANY OTHER JOIST TO SILL, TOP PLATE TO GIRDER(TOE-NAILED) 4-Sd PER JOIST JOIST HANGER. APPLICABLE CODES, IN THE EVENT OF CONFLICT, THE ►- I G. CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT MORE STRINGENT REQUIREMENTS WILL APPLY. BRIDGING TO JOINT(TOE-NAILED) 2-8d EACH END WOOD BEAM PER WFCM SBC TABLE 2.4 SHOWN,LISTED, OR DESCRIBED ON TtHE5E DRAWINGS SUBJECT TO 50, ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END PROVIDING G EA. 8D COMMON NAILS QUALIFICATIONS, CONDITIONS, OR EX<CEPTION5 A5 NOTED. CONTRACTOR BEAR THE UNDERWRITERS LABORATORIES, INC. LABLEL BLOCKING TO SILL OR TOP PLATE (FACE-NAILED) 3-1 Gd EACH BLOCK RIDGE I EACH END OF 1-1/4" 20 GAGE STRAPS pm SHALL FURNISH ALL LABOR, 5CAFFOL_DING, AND TOOLS NECESSARY TO AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH LEDGE STRIP TO BEAM (FACE-NAILED) 3-1 Gd EACH J015T FOR 120 MPH FASTEST WIND SPEED. COMPLETE THE WORK. THEY WILL BE INSTALLED. J015T ON LEDGE TO BEAM (TOE-NAILED) 3-8d PER J015T 17. CONTRACTOR SHALL DO ALL PATCHINJG REQUIRED DUE TO REMOVAL 5 1. ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE BAND JOIST TO J015T(END-NAILED) 3-1 Gd PER J015T CROSS SECTION END VIEW r OF EXISTING WORK AND/OR INSTALLATION OF NEW WORK. PERFORMED BY OR UNDER THE SUPERVISION OF A BAND J015T TO SILL OR TOP PLATE (TOE-NAILED) 2-1 Gd PER FOOT MAR. 23, 201 I 18. ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK PROPERLY LICENSED MASTER ELECTRICIAN. AS CLOSELYAS P0551BLE UNLESS OTHERWISE NOTED. 52. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR ROOF SHEATHING 19, ALL MATERIAL SHALL BE INSTALLED INJ STRICT CONFORMANCE WITH ALL PERMITS, LICENSES AND INSPECTIONS AS REQUIRED 5TRUCURAL PANELS 8d (TABLE 3.8) MANUFACTURER'S REQUIREMENTS ANID SPECIFICATIONS. BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES, AND DIAGONAL BOARD SHEATHING 20. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS ANY OTHER APPLICABLE JURISDICTION. I"xG" OR I NB" 2-8d PER SUPPORT ©201 O AND CERTIFICATE OF OCCUPANCY, 53. CARBON MONOXIDE DETECTORS SHALLBE DIRECTLY I"x 10" OR WIDER 3-8d PER SUPPORT ALL RIGHTS RESERVED 2 1. CONTRACTOR SHALL DEMOL15H PARTS OF EXISTING ROOF AS NECESSARY, CONNECTED TO THE LIGHTING CIRCUITS WITH NO AND REMOVE DEBRIS. INTERVENING WALL SWITCH, LINE CORD-CONNECTED, CEILING SHEATHING THESE PLANS ARE AN INSTRUMENT OF 22. FY151TNG STRUCTURE AND IHTERIOR5 TO REMAIN SHALL BE PROTECTED DIRECT PLUG-IN, AND BATTERY POWERED ALARMS ARE GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10" FIELD SERVICE AND ARE THE PROPERTY OF AS NECESSARY DURING DEMOLITION SAND CONSTRUCTION. NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON let ARCHITECT. INFRINGEMENTS WILL 23, CONTRACTOR SHALL PROTECT EXISTIING SERVICES TO REMAIN AND SHALL EACH LEVEL ON WHICH SLEEPING QUARTERS ARE WALL SHEATHING NOTIFY ALL UTILITIES AND TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR LOCATED, STRUCURAL PANEL 8D (TABLE 3.9) o ° ° mm BE PROSECUTED, HOOK-UP, REMOVAL, OR CAPPING OF`EQUIPMENT AS NECESSARY. 54. SMOKE DETECTORS IN CONFORMANCE WITH THE FIBERBOARD PANELS 24. PROVIDE ALL LABOR, MATERIALS, TR/AN5PORTATION, EQUIPMENT AND ELECTRICAL CODE OF NEW YORK STATE AND THE 7/1 G" GD 3TDGE/ G"FIELD ��w SERVICES NECESSARY TO COMPLETE_ALL WOOD AND PLASTIC WORK REQUIRED RESIDENTIAL CODE OF NEW YORK STATE, THE NFPA 25/32" 8D 3"EDGE/G"FIELD - f BY THE DRAWINGS A5 SPECIFIED HEREIN, OR REASONABLY IMPLIED AS NATIONAL FIRE ALARM CODE NO. 72-I 993 SHALL BE GYPSUM WALLBOARD 5d coolers 7"EDGE/ 1011 FIELD ^� NECESSARY TO COMPLETE THE WORK\. PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA, IN HARDBOARD 861 (TABLE 3.9) 25. FASCIAS, SOFFITS AND EXTERIOR TRIIM SHALL MATCH EXISTING. EACH 5PLEEPING AREA, AND ON EACH FLOOR LEVEL, PARTICALBOARD PANELS 8d (TABLE 3.9) 2G. INTERIOR TRIM SHALL MATCH EX15TINIG, DIAGONAL BOARD SHEATHING • 27. FRAMING ELEMENTS: I"xG" OR I"x8" 2-8d PER SUPPORT A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- I"x 10"OR WIDER 3-8d PER SUPPORT LARCH STRUCTURAL GRADE NO.2 OR BETTER. FLOOR SHEATHING B ALL SHEATHING TO BE APA RATTED, EXPOSURE 1 , THICKNE55 AS INDICATED. STRUCURAL PANELS C ALL SUB FLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE 1, I"OR LESS Sd G"EDGE/ 12"FIELD M®I 3/4"MIN. THICKNESS. GREATER THAN I" „ D ALL HEADERS 0-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE DIAGONAL BOARD SHEATHING I Od 6 EDGE/ 6 FIELD PROVIDE 8x 8d COMMON NAILS IN EACH END OF I-1/4 x UPRIGHTS, 9'-0"AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL I"xG" OR 1'k8" 2-8d PER 5UPFORT 20 GAGE STRAP FOR LATERAL/SHEAR CONNECTION BE A MIN. OF(2)2N8"OR AS SHOWN ON DRAWING. I"x I O" OR WIDER 3-8d PER SUPPORT J AT RAFTER WALL CONNECTION (TABLE 3.35)WFCM-1995 E SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR FOR 120 MPH FASTEST WIND SPEED. BEAMS A5 PER N.Y.S. CODE OR A5 NOTED @ 8'-0" O.C. MIN.. p r PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF, D moll F DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS, ETC.) OR A5 NOTED ON DRAWINGS. G DOUBLE UP FRAMING UNDER AILL POSTS AND PARALLEL PARTITION5 OR CLIENT/OWNER AS NOTED ON DRAWINGS. H ALL FLUSH WOOD CONNECTIOM5 SHALL BE FASTENED WITH RATED 1 GALVANIZED METAL CONNECTORS BY"SIMPSON"OR APPROVED EQUAL. 1 NAILING SCHEDULE SHALL BE AS PER N.Y.S. 13UILDIIG CODE AS A MINIMUM. ALL 2'kG"STUDS SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE. oe ALL EXTERIOR NAILS SHALL BE iGALVANIZED. J PLYWOOD SHEATHING TO BE MAILED 8d NAILS @ 4"O.C. EXTERIOR EDGES PATRICK TREANOR FLOOR AND 6d NAILS @ 12"O,C. INTEIRMEDIATE, PER K ALL INTERIOR AND EXTERIOR FItNISHES TO BE SELECTED BY OWNER. JOIST A GRAND VIEW DRIVE L ALL ROOF RAFTERS SHALL BE(ATTACHED TO THE PLATE AND STUD WITH mo ORIENT, NEW YORK GALVANIZED HURRICANE TYPE CONNECTORS BY"SIMPSON"OR APPROVED I■sl EQUAL. FOR TIMBER PILE FOUNJDATION5, PROVIDE HURRICANE CLIPS AT ALL A PERIMETER J015T5 TO GIRDER CONNECTIONS. 28. PROVIDE 7/I 6" TH. PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND DOORS. PANE15 TO BE LABELED FOR:EACH OPENING. PROVIDE FASTENERS IN Net ACCORDANCE WITH TABLE I GO9. 1.4 BLDG. CODE OF NEW YORK STATE. pq 29, LOAD PATHS ARE INDICATED BYSECTTION DRAWINGS, PROVIDE Sx 8d COMMON NAILS IN EACH END OF 1-1/4"x 30, CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH AN51 /AF/* PA WCFM-1995. 20 GAGE STRAP @ ROOF TO WALL, WALL TO WALL, AND (5EE NAILING SCHEDULE) WALL 70 FOUNDATION CONNECTIONS (TABLE 3.38) � PROJECT TITLE 3 1. FLASHING AT ALL WINDOW AND DOOR:OPENINGS SHALL Q FOR 120 MPH FASTEST WIND SPEED. BE EPDM OR APPROVED RUBBERIZED MEMBRANE. o 32. FLASHING AT ROOF CONNECTIONS, VIALLEY5, CHIMNEYS AND CRICKETS SHALL BE ALUMINUM. 33. STEP FLASHING SHALL BE USED AT AILL INTERSECTIONS N ADDITION AND OF SLOPED AND VERTICAL SURFACES,, EXCEPT STEP RENOVATIONS FLASHING AND COUNTER-AND CAP- FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND CHIMNEY, AND ROOF AND WALLS, 34. INSULATION SHALL BE GATT INSULATION OF THICKNE55 INDICATED ON THE DRAWINGS AND SHALL BE 2-Y LB. FLOOR t�l DRAWING TITLE DENSITY FIBER-GLA55 5ATT5 CONFORMING TO THE Lru:th F O 4.Y F' FT,0"..gj1-01 SPECIFICATIONS FOR PRE-FORMED FIIBROUS GLASS 01 JOIST t1`,ry.E:�i i!0 n tik l;.?"€?;'�'ETIE* �► INSULATION. NAAMM STANDARD 51, 1 b-70. 35. INTERIOR DOORS SHALL MATCH EXISTING. r r � l l A 36. NEW HARDWARE SHALL MATCH EXISTIING. D .��(;TlOo!Q=°�.Lt�.,�,t�:��$� rmo NOTES 37, GYPSUM BOARD SHALL BE EASED ED(GE TYPE, oQ d• a• �' y CONFORMING TO A5TM C3G, AND SHIALL BE A'-'4 '. ' / t_�ge / q l �/F � �� /•e, d Y�•rt h�.l'l�f�l'..�s ii..a P'A1 !'. TFRATmt3.!fe 2 3 LSE "5HEETROCK SW" BY U.S. GYPSUM CO. OR APPROVED • VOTED,Erg,°_ . ,Atli) R EQUAL. GYPSUM WALLBOARD THICKNIF55 SHALL BE %". °, -A: i E3"- ' �'F"''' ACC 0�z�"WC v 3 35. ALL NEW AND REPAIRED GYP, BOARD 5HALL BE TAPED :•, !"'IT')T "' "�. DATE SCALE AND 5PACKLED THREE (3)COATS. ALL EXTERIOR •, . ,..••. I/4"=I'-O" CORNERS SHALL HAVE METAL CORNER BEADS. ►- 39. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS ..', AND INSTALLED WITH THIN SET ADHESIVE. ,�'' ISSUE 40. EXTERIOR PAINT SHALL BE LATEX ACR)nIC BY BENJAMIN - ^ C>;;. A JAN.04, 201 1 MOORE OR APPROVED EQUAL, APPLIED IN ACCORDANCE - ,I` M 0 DRAWING NO. WITH MANUFACTURER'S SPECIFICATIONS AND o 1, RECOMMENDATIONS. COLOR TO BE SELECTED. UPLIFT CONNECTIONS I 1o1 4 1. EXISTING INTERIOR WALL5 AND CEILIN(G5 SHALL BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGSapt SHALL BE SEALED AND PAINTED. pAINTING SHALL BE TWOti. (2) COATS BENJAMIN MOORE AQUA PEARL LATEX PINTED, �j F l COLOR 70 BE SELECTED . C O N N EC T I O N `J D L T �L� 42. INTERIOR TRIM SHALL BE SANDED SMOOTH, PRIMED, AND FINISHED WITH TWO(2)COATS B''ENJAMIN MOORS SCA�E! I/2""=I�'Ui11 Pon ACRYLIC SEMI-GLOSS PAINT . REF. NO. 1015 I 3 4 5 6 8 9 10 I I 12 13 14 15 1 G 17 7 ISSUES/ REVISIONS )1 1*4 PMMI v ' K e ❑ ❑ ❑ ❑ "•� ❑ PM I I e n•l ❑ Ell - _ ram, PM G ©2010 ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL 6E PROSECUTED. pMR J'w l� Ohl L • GFI — EN r , EEO r U CLIENT/OWNER set L — � O PATRICK TREANOR P" GRAND VIEW DRIVE ORIENT, NEW YORK TO EXISTING FIXTU RE5. r { RELOCATE E!45TING W / 5 WITCHES IETC. IA PROJECT TITLE Eo— ADDITION AND I POP RENOVATIONS I ❑ FE] L ----------------------- J DRAWING TITLE C■•I A®1 GROUND FLOOR ELECTRICAL G R O U N D E L 0 0 R r AVY'FOP,1,T {PERSON LAG\ILIFI`ls ACTii4c.."��°�i ?T8{ 1 C?�� I T11,#;r C!"+'"�;F'!�'; DATE SCALE E LECTRI CAL .'�:�,�< 'f, -�f tO :iL ~ AS NOTED EXISTING EXCEPT AS NOTED '<F� r� ',.s 1, I CC.�r� P�., ' 155UE '.4 .F� JAN.04, 201 1 M DRAWING NO. REF. NO. 1015 10 II 12 13 14 15 1 6 17 155UE5/ REVISIONS ^Z �w tom^ K M p" P" 040 A% ' - WP GFI GFII GFIpum _ A I � UP TIC h) LIGHT i ram" _ � J ti 10 ALL RIG T5 RE5ERVED \ POWER REQ'D FOP, DRYER 5ELLECTED SHOWER — BY OWNER. / SERVICE AND ARE THE PROPERTY Of TOI LET /M THE ARCHITECT. INFRINGEMENTS WILL /1 1 BE PR05ECUTED. 77T �A I I - � � I I I RELOCATE I I I SWITCHES AND J OUTLETS A5 TO EXISTING NECESSARY. FIXTURES V NT TTT NOTE: �\ � VERIFY FIXTURE I I LOCATIONS ON SITE. — PM Set —— CLIENT/OWNER 1 C"TJ PATRICK TREANOR / A GRAND VIEW DRIVE ORIENT, NEW YORK l A RELOCATE EXISTING LIGHT FIXTURE r� r�1 PROJECT TITLE 2ND f L 0 0 _ — rvvp \ ADDITION AND C NOTE: � REMOVE ABANDOfJED . RENOVATION5 ELECTRIC A L FIXTURES, SWITCHES AND '�► I OUTLETS A5 NECE55ARY. DRAW] TITLE SCALE: 1/4°=1 1-01 E 2 ^ �I r ♦ EXI5TING EXCEPT A5 NOTED ^ 2ND * 3RD FLOOR p" ELECTRICAL MMI i T IS A V'C''P ION,OF THE UNLESS ACNNC,UNMER THE RIE-hE'MON CAI"A I.,EO`"II ED 1■�I !!I i CWTECT,TE)1�.",_ ER ANY � DATE SCALE I.&E?l 6M THIS IN A5 NOTED .'Y�A.,. Y A,"au AL TaERATIvON 1,!UF,7 t:--7 � ISSUE b f� ?i;r /+�I�' JAN.04, 201 1 M DRAWING NO. PM �/'i Ali.. L•, � - �r pmq A pum REF. NO. �:4� 1015 1 2 3 4 5 6 7 8 9 10 Il 12 13 14 15 1 G 17 -�J Y60 / ISSUES/ REVISIONS 03 / G> APPROVED AS NOTED a��E,.__—�,___s P. # J 3 tires INS WE K Nw NE / i Q � Q (� O OTIFY BOIL[ ING DEPARTMENT AT +M 5 / LP / •D5-':802 8 ANI TO 4 PM FOR THE W E vo GPN� / / W 0LLOwIN:, INSPECTIONS: G� n� I FOUNDATION -TM REQUIRED se \� P / Q /"l / sr0 O FOUR POURED CONCRETE A ((( 2 ROUGH-Ftt4%1!NG,PLUMBING, / O5 A I S-RAPPING ELECTRICAL 9 CAULKING BALCONY — LL �,(� 3 INSULATION • DETAI L A::70 4 FINAL-CONSTRUCTION&ELECTRICAL / O. ALLMCONs RUCTIONS�ALLI FORMEETTHE \ A I �- " �� /� 3 �� rJ G REOUIREMENTS OF THE CODES OF NEW "•�M I� v REIMOVE ROOFING AND RAFTER5 ABOVE IN THIS " \ YORK STATE. NOT RESPONSIBLE FOR ARxATO CONSTRUCT,NEW DECK. !' I - DESIGN OR CONSTRUCTION ERRORS. I~ J T/e u- C 7- III C&v+ --L'e Ef.'I-:-� ALL C`,DES OF • .j t U � 1 �' I `�V N'L---V�i YJl�C STD,-i-;2 : T O��b N CODES u�,��L.�, 0 ` WELL 1 REDUCE NUMBER O f STEPS A5 NEC. DUE ... y1y(-// �1 TO PEG DING. E' — / /f Q LACE ALL COLUMNS WITH SQUARE COLUMNS w ��1;`i 7 i,_ r, :'� ij'E�S I� / c AS 5 N WITH H5*G RECESSED PANEL I; f I�SQUARE PE OL 'kf1T. A5 LINE OF ROOF OVERHANG f REQ'D. j� Ifs �._ EXISTING HANDRAIL r 1 L (�o / J 12" %' TO BE REPLACED. @32vo 0 -- � — L 1 O (2) 2"x 12"HEADER / '�� j ABOVE AT SOFFIT HEIGHT A w 0 W/ 2"x4"@ I G"O.C. KNEE I m WALL TO UNDER 51DE OF zr- / ROOF. f e� / 1 pmR pmq Q r\10 r PROVIDE ROOFING \� O �} IINr 0 \ / DETAILS AND SOFFIT TO COVEEXISTIRED PORCH cv NG O t � MATCH EXISTING, NEW ,I ;' ,. \ I / / 5KY-)GI1Td �5 SKYLIGHT O / LINE OF NEW OVERHANG ABOA r QO \ / ' „\N BASED ON A50V E \ / I ABOVE '. 1 z�— • SURVEY OF PROPERTY - �- - (2)? r_, --- ALL RIGHTS RESERVED AT ORIENT N TOWN OF 50UTHOLD FTERS' J ) � THE5E PLANS ARE AN INSTRUMENT OF 2"x4"CLG.J015TS ( I^ SERVICE AND ARE THE PROPERTY OF 5UFFOLK COUNTY, NEW YORK `' ,G"o.c_ } L REPLACE EXISTING WINDOWS WITH i00 THE ARCHITECT. INFRINGEMENTS WILL 1 000-- 14-02-3.20 - SQUARE TOP DOUBLE HUNG TO y .-{ =_ -... ,� ..� « - >> �. J, � BE PROSECUTED. 5 1 T E P IL A N APRIL 2G, 2005 MATCH EXISTING AND FIT INTO EXISTING ROUGH OPENINGS, PATCH TIM ETC. AS NECESSARY. 1 O NOTE: DINING AREA EX15TING EXCEPT 5CI'ALE: 1 "=30'-0" ' w ALL NEW INTERIOR - s A5 NOTED #, DOORS TO MATCH e, y EXISTING. MUD ROOM/ LAUNDRY RM, I KITCHEN ECONFIGURE SHED A COP OVER GARAGE OOR5 AS SHOWN. -) ✓i �/� 1 14 \ �7 . PATCH WALLS FLOOR _ AND CEILING AS PER J REMOVE WALL NECESSARY. -610 HALF WALLFAMILY ROOM WITH GLASS' BATH Ro"M ROVIDE NEW AS SHOWN REMOVE AND REPLACE � • �!� // /'FIXTURES AND ---------L____-, r• ABOVE ( FINISH. f _______________i ROUND PILASTERS WITH Two _ - PROVIDE WALL FIN15H N REBUILD PANTRY AS SQ.CUT FROM HBG � TO MATCH EXISTING. INDICATED ON DWG A9. RECESSED 50.PANEL rf — - \\ — — — CLIENT OWNER /> PERMACAST 12 k 12 . r I DOUBLE JOISTS — - / CERTIF'CATIOIN OF REMOVE WET-BAR A �:� NAILING & CONINE.CTIbNS PROVIDE NEW SHOWER o FLOORING IN THIS�A, I ME PAN, ROUGH AND FINISH ��.77 O REPLACE WITH NEW TO �,•J � , f� O.I,i 4. D. PLUMBING, AND TILE AS O CLOSET CLOSET \ ��z vMATCH EXISTING PANTRY NEC.. / FOYER SURROUNDING — _ I PATRICK TREANOR PROVIDE NEW`I _ — — — GRAND VIEW DRIVE FIXTURES AND i s AREA ABOVE TO BE FRAMED IN PLUMBING 1��11IE ORIENT, NEW PORK pm FIN15HI AS WITH FLOOR J015T5 TO MATCH ` [ V�' i �� INDICATED,/ UP EXISTING. ALL PLUMS `IG WSTE CUT NEW 30"SCQ. ACCESS ��_ /� \ &WATER Ll,NSS NEE.O r'• ----w - TO CRAWL SPACE INTO /� BATH ROOM^ REMOVE AND REPLACE TESTINIG L2 CCVE:RI�IG 7 O ROUND PILASTERS WITH / . ' ✓ t p `" EXISTING CONC.. , Ell � f I- ___._ REMOVE AND RELOCATE SQ.CUT FROM HBJ:G / FOUNDATION W<ALL.� /EXISTING ENTRY DOORS AND RECESSED 5Q.PANEL ___ SIDE LITES AS INDICAJEQ PERMACA5T 12'k12". C FRAME ABOVE WITH / / \ �� REM�,WALL /� _._-.__ I / �/ i \ AS SHOWN is . i r � PROJECT TITLE " OI NEW JOISTS etc.. TO NEW&TH. FOUNDATION / I 1 i \ _ - LIVING ROOM �� t 1� _ MATCH EXISTING;. WALL ON I'-4"Wx 8" it --t- ---- --- i `L PROVIDE#5 RE-BAR - L �r��1 POURED CONC. FOOTING BED ROOM ar_ -__ ir) @24"O.G VERTICAL EXISTING — — — — — — — — — 1 2" LONG SECURED = MATCH NEW FLOOR TO EXISTING FOYER. I \ INTO EXISTING CONG, I V �` ADDITION AND FOUNPON WALL D(fYPof J — — — — — — — — — — FOUNDATION WITH ( pi,U1 PER C'BgRI—M"t,T0%, RENOVATION5 EPDXY(TYPICAL) I � ot4 L��'o Co ';'f,�--�'+Tr:r--0,?E NEW6 30"x3'0"xl "D CONC, j ! EXISTING FOUNDATION REPLACE _ I r L� t.} ,' i »F OrWOW ®+�r�✓UP��1�✓� � FC)OTING WITH 12" DIA. 217 WALL (TYP). � EXISTING COL. " - 11" = 7 SOLDER USED IJ I V A TER �+ DRAWING TITLE � CONC. SONOTUBE L � cz __, WITH NEW HB�G. � ' �.. �- �f T G RISE TO'FLoo� (1 ' f 'uo Y SYSTEM CANNOT MYPI GAL) LJ Fol r. — — — — ;I , \��\ AS �owNALL / E)iL:EEL�2I10 C) so LAf_lo AILIGN CORNER OF \� 3 G'-7 1/2" '--- G'-7 1/2" �� / E'er 51TE PLAN AND NEW FOUNDATION � � I \ � 3, O, WALL WITH CORNER ... , f..., , r,. :r OF EXISTING AS I _ _ _ _ _ � L __ — _ -� --r. 7 ,. ` w GROUND FLOOR PLAN 51HOWN. ,/ U{..tF ,y I..,.. INDICATES NEW WALLS --- - - LINE OF OVE I1ANG ABOVE----- - _J EQ 3" EQ ( r '. ,,::f,'s:f[ t.i 'p,i`''�'e;'J `) B /' li':'I :' )i " 0 DATE SCALE O _ _ STEP DN MAX.7"— ---- 15-3" --- 11'-Gi3/4" Jw'�` ? ti �i,^pr•ef,r, ^,,1 r ----------� _� NEW STONE C; d / .�' j rs.t .'..T '. .vi l3 AS NOTED �� TREADS A5 e :'_ WINDOWS r ;'',::s- . ':; ':». r"L a E: -� - - - - INDICATES WALLS TO BE DEMOLISHED U 1 io O _ ISSUE N _ NEC. I I"W. / i y ? ST PS DOWN / AND WALL t. #.: -� , £:r� �. . *. - A5 NECESSAY. A JAN.04, 201 I SEE GRcOUND FLOOR PLAN FOR /~ J FOOTING LOCATIONS. \ ` ° / � i s""€Ti ':; (!- 'r Nw `�.\ f.;.�,- ✓`„ �r �; PROVIDE SECOND ,�� _ .x, C: \\ I S T r �� WINDOW TO MATCH DRAWING NO. 1 -� - - - EXISTING RELOCATED INDICATES NEW WALLS { .• I� ---.�_ AS INDICATED, N D A T 1 0 N P L A N �_ O U I� �- U N D � LOO PLAN G O � 2 . INDICATES WALLS TO BE DEMOLISHED ,a--- r _---- _y _SCALE: 1/4"=1'-O" ' „� STEP DOWN N PARTrA�L TFRONTTN`f"RY) ��jEX15TING EXCEPT A5 NOTED SCALE, 1/4 I -a A I -4 i� d f 1�1 REF. NO. 1015 i 2 3 4 5 G 7 8 10 II 12 13 14 15 I G 17 ISSUES/ REVISIONS ^t 1A K P" v v • �1 p" 1z 515 Ask %w { ' o j BALCC NY � � SKYLIGHT EQ , EQ SKYLIGHT ®� r NEW GLA55 D ORS TO MATCH EXITING PROVIDE ,. BELOW 0 HEADER I!)® BUWIN DOTO FIT A A VANITY( / I "\�ELOCA�TE,�UD ON REMOVE AND REPLACE EXISTING R- WINDOW SASHES WITH 0 I RELOCATE R®I r 1 TEMPERED GLASS. v r'RECONFIGURE BATHROOM AS ( I ''0 OPEN AREA go \.SHOWN -PROVIDE FIXTURES � ED ROOM; UP G AND FINISHE5 AS PER OWNER. MASTER BATH ROOM I I RELOCATE EXISTING �/"` '', 3'-311 L---J • WINDOW AS SHOWN, PATCH TRIM AND �� 51DING AS NECESSARY. p J OL � 0 r, ALL RIGHTS RESERVED NEW ER WI H c' l o) wm SS ENCL E �('�q ✓ EXISTING HANDRAIL. THESE PLANS ARE AN INSTRUMENT OF TOILET _ w ✓b SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL ` m o a BE PROSECUTED. NEW WINDOW TO MATCH EXISTING -\� I I m LINEN C 0 f TH15 WALL. I I ��.`_ DN f CLOSET j I cD I �, 3'-G" G'-I II" �- -R M TING REMOVE AND) N EW HA RELOCATE N C RAI T 15 AREA. I I PROVIDE PLUMBING- - n I I AND DRAIN ROUGHING -- AND HOOKUP A5 - I I s,. I • NECESSARY, LJJ C I I E BATHROOM = II • RELOCATE EXISTING f IL ®-� WINDOW AS SHOWN. Q co M� PATCH TRIM AND f °` A - - rr- BATH ROOM \ 51DING AS NECESSARY. I I CLOSET 4:_4:: �i (�p LINEN I 0-4" 514" 3'-G" \\-PEMOVF-WALL. \, j � MASTER BED ROOM \ / REMOVE EXISTING REMOVE WALL BED ROOM CLIENT/OWNER / NEW EXTERIOR DOOR AND PATCH AS \ NECESSARY. WINDOW `ry "e PATCH AS NECESSARY I ALIGN WITH WINDOW BELOW' NEW EXTERIOR NEW FLOOR DOOR FULL GLA55.-�- }J BALCONY /� j � � PER PATRICK TREANOR NEW GRAND VIEW DRIVE REPLACEMENT ORIENT, NEW YORK HANDRAIL ------- LINE OF FRONT WAL BELOW ----- C: r� SQUARE OFF WALLS AS SHOWN PATCH AND FINISH (2 \/ 12 Wx8 HT. NEW SLIDING TO MATCH EXISTING.\ / ��\ GLA55 DOORS TO MATCH U15TING \ - EXTERIOR SLIDING GLA55 DOORS MFR AND FINISH _�"____- �' � 7 001 PAZ PROJECT TITLE 3" f — �n 1- NJ V l �7 f WINDOWS ZPROVIDE / ! -�—' t AND WALL � -•-__, __ - �.;_ ._t�--�� (2) 2'k 12"HDR W/ I/4k I I STL PL: I c ADDITION AND INDICATES NEW WALLS RENOVATIONS C N D F L O 0 R 'l P L A N PROVIDE SECOND i v �J� I 1 � WINDOW TO MATCH • EXISTING RELOCATED s C----------� DRAWING TITLE -- ----- -- - - -�--'- AS INDICATED. INDICATES WALLS TO BE DEMOLISHED •� SCALE: 1/4'-I -(D P 5ECOND FLOOR IS '17) E3 � DATI! SCALE 6i' . .r?"• T$1'>(° ,�`,.' .:z[s'8 1/4"— P-0" --= pe r 3 f ~ ISSUE pop.r Aft 1'' i.. am' s !� C_' .. .. `C.` "•,� `+ JAN.04, 201 1 1� DRAWING NO. • I®Mri r � n �I REF. NO. 1015 2 3 4 5 6 7 8 9 10 II 12 13 14 15 1 6 17 155UE5/ REVISIONS K M • c � • PAO r • 1^®1 Iw1 ►w� pw G MAR, 23, 201 1 • �1 ©2003 ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF �I SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL FLOOR NEW FLAT /NA BE PROSECUTED. ROOF DECK. I� OVER 1� FOYER CUiT IN AND PATCH ARCOUND NEW WINDOW. ^� NEW FAILING. II • REPLACE EXISTING __ HANDRAIL. o �? r FLOOR NEW FLAT - ROOF DECK. � MCI 4w CLIENT/OWNER LJ I L-- L.�� L------ PATRICK TREANOR GRAND VIEW DRIVE FLOOR L11 ^0ORIENT, NEW YORK Poll /-1 REPLACE ALL EXISTING REPLACE ALL EXISTING IA REPLACE ALL EXISTING COLUMNS WITH NEW COLUMNS WITH NEW COLUMNS WITH NEW A5 SHOWN. A5 SHOWN. AS SHOWN. CUT IN AND PATCH AROUND MN PROJECT TITLE NEW WINDOW LOCATIONS. BASEMENT GARAGE FLOOR ADDITION AND FLOOR RENOVATIONS • PROP05ED w DRAWING TITLE low N . EAST ELEVATION ' ; NORTHEAST :" ELEVATION Y a € FRONT SCALE: 1/4"=1'-0° t Aq EXISTING EXCEPT AS NOTED DATE". .. r SCALE 1/4"=I'-0" C: r� I55UE JAN.04, 201 1 DRAWING NO. f� • p 1 A � 1I REF. NO. :, 1015 I 2 3 4 5 6 7 (5 9 10 1 1 12 13 14 15 I G 17 ISSUES/ REVISIONS Poo aw CA. W J ram^ 1�1 r I®I REMOVE TFRAN50M AND PICTURE WINDOWS. CUT IN FO)R NEW DOORS, PROVIDE(2) 2"x 10"HEADER 1 mq PATCH AS NECE55ARY TO MATCH EXI5TAING. r G —14 MAR. 23, 201 1 FLOOR OVER r FOYER rl®I (020I0 ALL RIGHTS RESERVED CUT IN AND NEW RAILING. CUT IN AND� � THESE PLANS ARE AN INSTRUMENT OF � �I SERVICE AND ARE THE PROPERTY OF PATCH FOR NEW PATCH FOR NEW DECORATIVE ITEM THE ARCHITECT, INFRINGEMENTS WILL 5KY LIGHTS AS Q SKY LIGHTS AS SHOWN. SHOWN, NEW SHED ROOF BE PROSECUTED. '1 CON5TRUCTIO TO 71 PROVIDED BY OTHERS. MATCH EXISTING, +� Ask PATCH AROUND NEW 4w „ 30" CONSTRUCTION AS A6 6 REQUIRED. `I FLOOP, • HE • E F CUT IN AND I®1 PATCH FOR NEW WINDOWS AS SHOWN. �_ �� HANDRAIL TO BE pm REPLACED A5 ®1 E 5HIOWN. ! I o I®I taw s � FLOOR CLIENT/OWNER i �i l PATRICK TREANOR A GRAND VIEW DRIVE go ORIENT, NEW YORK rw1 PER REPLACE ALL EXISTING PROVIDE NEW COLUMNS TO COLUMNS WITH NEW SUPPORT SHED ROOF AS AS SH OWN.OW) SHOWN. GARAGE FLOOR PROPOHDI!� PROJECT TITLE 5 . WE5T ELEVATION �• ADDITION AND REAR SCALE: 1/4"=1'-0" A 5 RENOVATIONS EXISTING EXCEPT A5 NOTED DRAWING TITLE SOUTHWEST r ELEVATION ' DATE SCALE ma's L.'•'... .. 5�'.,,.. �"y � /` n ..- 1/4"=1'-0" /.C' �'. ,:r•,. t... ,t :tM: JAN.04, 201 1 jr 7•--.'4:: t...., 'w.ire ._ DRAWING NO. t L+r''t'.. A A ` REF. NO. / . _ 1015 10 I I 12 13 14 15 i (s 17 155UE5/REVISIONS Nt C� K W MOO POO 40-11 A G MAR. 23, 201 1 • i r� © ALL RIGHTS5 RE RESERVED NEW HANDRAIL RE LAC EXI5TING NEW HANDRAIL, WITH NEW HANDRAIL. THESE PLAN5 ARE AN INSTRUMENT OF I ' SERVICE AND ARE THE PROPERTY OF !� THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED. 3011 m PROVIDE AND CUT IN NEW �A WINDOWS A5 5HOWN. PATCH ASZ FLOOR C NECE55ARYTO MATCH EXI5TING. ^t NEW ROOF OVER BACK DOOR REPLACE ALL EXISTING ll V I COLUMN5 WITH NEW �_ NG A5 5H OWN.M(P) HANDRAIL TO BE COLUMNS WITH REPLACE ALL I NEW ~ REPLACED AS A5 5HOWN.(YP) Wf RECONFIGURE SHED ROOF OVER 5H1 O �' GARAGE DOORS A5 SHOWN, r t PATCH A5 NECE55AKY, ®) :'it LL1319 t�Ll � s ♦ FLOOR vw DECORATIVE ITEM W CLIENT/OWNER PROVIDED BY OTHERS !� NEW GRADE, NEW 5TONE PAVING,) PATRICK TREANOR GRAND VIEW DRIVE D W ORIENT, NEW YORK rm M� PROPO5ED Q REPLACE EXI5TING GARAGEE DOOR5 WITH NEW, TO BE 5 . E A 5 T 51 DE ELEVATION SELECTED BY OWNER. I � PROJECT TITLE LEFT SIDE SCALE: I/4"=1'-0" � A6 EXISTING EXCEPT AS NOTED � ADDITION AND � RENOVATIONS U DRAWING TITLE �I SOUTHEAST ELEVATION a�f„ r j.P�.•y's��••ter',._.is,..,, � V DATDIJ ^ ^7a� 5CALE Til A`F.. ,. ".All Y! '.`,.`,�, � �+ I55UE Ask JAN,04, 201 1 DRAWING NO. r A REF. NO. 1015 10 II 12 13 14 15 16 17 '' ISSUES/ REVISIONS Av r� K I� Ipmoll • PER *mw Ic I� • 1 om PON V-14 MAR. 23, 201 1 • C2010 ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL pq BE PROSECUTED. ,A NEW RAILING, NEW RAILING. • FLOOR N� p; E Auk CLIENT/OWNER HANDRAIL TO BE REPLACED AS REPLACE ALL EXISTING let SHIOWN, r- � COLUMNS WITH NEWLL AS SHOWN.Mr) ISM ci s FLOOR PATRICK TREANOR omk pmq GRAND VIEW DRIVE D ORIENT, NEW YORK pm _moll NEW GRADE, NEW STONE PAVING.) REPLACE ALL EXISTING COLUMNS WITH NEW �I AS SH OWN.(M') PROJECT TITLEN� ADDITION AND c RENOVATIONS PROP05ED N . W E 5 T 5 1 D E ELEVATION I DRAWING TITLE RIGHT SIDE SCALE: 1/4"=I -O" A7 „" NORTHWEST ELEVATION PA13 DATE s 'z,F ? ;�� SCALE FF " 1/4"=I'-0" JAN.04, 201 1 21 Poo DRAWING NO. Em bomk A REF. NO. �,` 1015 I 2 3 4 5 G 7 8 91 10 II 12 13 14 15 1 G 17 ISSUES/ REVISIONS •i9 A N�Iv K W* Ppug J I law taw Ll A I 00 a01 o � r_. N I I w+ = � G O O N MAR. 23, 201 1 P" C2010 ELEVATION ELEVATION ELEVATION ELEVATION A ALL RIGHTS RESERVED B C D •� THESE PLANS ARE AN INSTRUMENT OF SCALE : 1/2"--I'-O" SCALE : I/2"=I'-O" SCALE : I/2"= I'-O" SCALE : I/2"=1'-0" SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL CABINETfRY BY OTHERS, DOORS AND TRIM TO CABINETRY BY OTHERS, PROVIDE SHELVING AS SHOWN, BE PROSECUTED. TRIM TO MATCH EXISTING. MATCH EXISTING. TRIM TO MATCH EXISTING. TRIM TO MATCH EXISTING. Aw A w�Z EXISTING • s � 4 1/2" w 1'-4" 3 11211 3 1/ I'-0 1/2" lu 1'-I I" 2'-7" w P-4„ �+ t CLIENT/ OWNER f t 4 1/2" 1®I A PATRICK TREANOR Pm PANTRY AREA � GRAND VIEW DRIVE D Ao ORIENT, NEW YORK Pmpmo SCALE :SCALE : 1/2"=P-0" Ag �I rw 00 �I PROJECT TITLE M� ADDITION AND RENOVATIONS DRAWING TITLE PM a PANTRY DETAIL CTH E E3 DAT) n SCALE Da d_-TiomOFe"Ur—:'" ED P x"^�`Si-r 77CT,TO t. 36-1 �..1.�; "I`:O !M .�s ISSUE iq.Ea.I'!VI'll"YA'•:'r'P`..,>F;y�s JAN,04, 201 I ��tT�i.:f,1,�F��'.I!,.rrj'F•i�':i l I® DRAWING NO. Pmq PA PEN �. REF. NO. r 1015 I 3 4 5 G 7 8 9 10 II 12 13 14 15 I G 17 43. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, ISSUES/ REV151ONS EQUIPMENT AND SERVICES NECESSARY TO PROVIDE A CLIMATIC AND GEOGRAPHIC CRITERIA ,�,\� HVAC SYSTEM TO HEAT AND COOL THE LIVING 5PACF-5 GROUND SNOW LOAD 20 PSF (PEER FIG. R301.2 (5) RCNYS) 1 A AS REQUIRED BY DRAWINGS A5 5PECIFIED HEREIN, WIND SPEED 1 20 MPH (PEER FIG. R301 .2 (4) RCNY5) RE51 DENTIAL GENERAL NOTES !` OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE SEISMIC DESIGN CATAGOKY B (PEER SECT. Rao 1 .2(2) RCNYS) THE WORK. WINTER DE51GN TEMP I I If (PEER TABLE N 1101.2) 1/2"SPACING I. THI5 PROJECT 15 ADDITIONS AND RENJOVATIONS TO 44. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, FLOOD ZONE ( N/A ) (PEER FEMA MAP) ALLOWS HOLDDOWN l•,� K AN EXISTING FAMILY RESIDENCE, CLASSIFIED AS R-3. EUIPMENT, AND SERVICES NECESSARY TO COMPLETE ALL INSTALLATION 2. THE HEIGHT OF THI5 BUILDING AS DEFINED BY THE NEW PLUMBING WORK REQUIRED BYTHE DRAWINGS AS FROST LINE DEPTH S RESIDENTIAL CODE NEW YORK STATE ITS 30'-8". SPECIFIED HEREIN, OR REASONABLY IMPLIED AS WEATHERING PROBABILITY SEEVERE (PIER FIG. R301.2(3)RCNYS) / �1 3. THE TYPE OF CONSTRUCTION IS TYPE V(B). NECESSARY TO COMPLETE THE WORK. DESIGN LOAD CALCULATIONS (UNIFOR:M LIVE LOADS) _-CORNER STUD Poo4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2007 45. ALL FIXTURES, FAUCETS, ACCESSORIES, ETC. SHALL ROOMS OTHER THAN SLEEPING 40 PSI (PAR TABLE 30 I.5 RCNYS) ENDWALL CONNECTED TO M RESIDENTIAL CODE OF N.Y.5. AND THE AF* PA WOOD FRAME CONFORM To THE NEW Y STATE ENVIRONMENTAL SLEEPING ROOMS 30 PSI (PEER TABLE 301.5 RCNY5) TRANSFER SHEAR ""' CNSERVATIOrJ LAW WITH REGEGARDS TO WATER SAVING ATTICS WITH LIMITED STORAGE 20 P51 (PEER TABLE 301.5 RCNY5) CONSTRUCTION MANUAL 1995 SBCHIIGH WIND EDITION AND CON5EVATION. ALL FIXTURES SHALL BE ON THE ,-(2)1 Gd COMMON 5. ASSUMED 501L BEARING CAPACITY. 11,500 Ib./5a.Ft. APPROVED "LIST OF CERTIFIED WATER SAVING PLUMBING ATTICS WITHOUT STORAGE I O PSI G. CONCRETE TO BE PLAIN, UNREINFORQED, 3,000 psi. - 28 DAY TEST, STAIRS 40 P51 (PEER TABLE 301.5 RCNY5) �' NAILS@6"O.C. FIXTURES"A5 PUBLISHED BY THE NEW YORK STATE 7. ALL FOOTINGS TO REST ON 12" BELOW VIRGIN, UNDISTURBED 501L. DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 8. DESIGN LOAD CALCULATION ARE BA51ED ON: 4G, ALL WORK ON THE PLUMBING SYSTEM SHALL BE LIVE LOAD: AS PER TABLE R301.4, RESIDENTIAL CODE OF NEW YORK STATE. PERFORMED BY OR UNDER THE SUPERVISION OF A - DEAD LOAD: CALCULATED AS PER R:301 .3 AS PER RCNY5. PROPERLY LICENSED MASTER PLUMBER. UPON 'Q� SNOW LOAD: 45 PSI GROUND SNOW LOAD (AS PER FIG. R301.2(5) RCNY5. COMPLETION, THE PLUMBER SHALL PROVIDE A SOLDER co SEISMIC DESIGN CATAGORY B, CERTIFICATE AS REQUIRED BY THE TOWN OF SOUTH OLD. v I WIND UPLIFT AND EXPOSURE CATAGOKY "C", FOR 120 MPH 3 SECOND GUST. 47, THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR NAILING SCHEDULE CORNER ~ �J ALL PERMITS, CERTIFICATIONS, LICENSES AND t~ LOCATION LIVE DEAD DEFLECT LIMIT INSPECTIONS A55 REQUIRED BY LOCAL, STATE, AND (PER AP D PA AN WOOD COUNCIL WFCM FOR FAMILY FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLE ONE AND TWO FAMILY DWELLINGS 1995 5BC HIGH WIND EDITION) HOLD DOWN 1 st FI. 40 LB 12 U3G0 JURISDICTION, JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING e 2nd FI. (SLEEP AREA) 30 LB. 12 L/3G0 48. FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT, ATTIC (NON 5TORGE) 20 LB. IO U3GO TOOLS, AND SERVICES NECESSARY AND REQUIRED FOR ROOF FRAMING AS NEEDED I/2"=I'-O" ROOF 20 LB. GROUND SNOW 15 LB. U3GO PROPER AND COMPLETE INSTALLATION OF ALL NEW RAFTER TO TOP PLATE (TOE-NAILED) 3 PER RAFTER MCI 9. ELECTRICAL WORK TO CONFORM TO RE51DENTIAL CODE OF NEW YORK STATE ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 PER J015T RIDGE P AND THE NATIONAL ELECTRIC CODE, .AND ANY APPLICABLE LOCAL CODES. BUT NOT LIMITED TO: CONNECTIONS TO PREVIOUSLY CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP ovok 10. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS AS REQ'D BY CODE. INSTALLED ELECTRICAL SYSTEMS, WIRING, LIGHTING, SERVICES, FEEDERS, DISTRIBUTION AND PROTECTION CEILING J015T LAPS OVER PARTITION ((FACE-NAILED) 3 EACH LAP RIDGE TENSION STRAP I I. ALL EXPOSED WATER PIPING AND/OR IHEATING DUCTS TO BE INSULATED. EQUIPMENT, CONNECTIONS TO APPLIANCES, RIDGE STRAP (EACH END) 2 PER TIE GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END og: 12. ALL CONSTRUCTION 15 TO BE IN ACCORDANCE WITH PREVAILING CODES DEVICES WITHIN THE SCOPE OF THE WORK AS SHOWN RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END r AND STANDARDS, ON THE APPLICABLE DRAWINGS AND AS NORMALLY WALL FRAMING pum - 1 3, ALL WINDOWS TO BE THERMAL INSULATED LOW-E GLASS, WITH ARGON GAS. SPECIFIED IN THI5 TYPE OF PROJECT AND INCLUDING TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT 14, THE ARCHITECT ASSUMES NO RESPO)SIBILITY FOR CONNECTIONS TO PREVIOUSLY INSTALLED THE CONSTRUCTION TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-I 6d JOIST EA.51DE TRANSFORMERS AND ELECTRICAL DITRIBUTION MEANS, METHODS,TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SYSTEMS. STUD TO STUD (FACE-NAILED) 2-16d 24"O.C. e SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 49. AL WORK SHALL CONFORM TO THE REQUIREMENTS OF HEADER TO HEADER(FACE-NAILED) I Gd I G"O.C.ALONG EDGES RIDGE RD THERE ARE NO WARRANTIES, NOR ANIY MERCHANTIBILITY OF FITNESS THE 2007 ELECTRICAL CODE OF NEW YORK STATE, THE TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-1 Gd,3-1 Gd,4--I Gd PER 2x4, 2xG, 2x8 RESPECTIVELY FOR A SPECIFIC USE EXPRESSED OR IMPLIED IN THE USE OF THESE NATIONAL ELECTRICAL CODE, NFPA NO, 70-1954 (NEC), BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, j" PLANS. LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFETY AND END J015T OR BLOCKING (FACE-NAILED) 2-1 Gd PER FOOT ^0 15. CONTRACTOR TO VERIFY ALL DIMEN5510N OPED SEAT 5 BEFORE STARTING CONSTRUCTION. HEALTH CAT (OSHA), THE NATIONAL ELECTRICAL FLOOR FRAMING OEM DO NOT SCALE DRAWINGS. FOLLOW IDIMEN51ON5 ONLY. MANUFACTURERS'ASSOCIATION (NEMA) AND ANY OTHER JOIST HANGER. A APPLICABLE CODES. IN THE EVENT OF CONFLICT, THE J015T TO SILL, TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST l�l I G. CONTRACTOR(S)SHALL FURNISH AND) INSTALL ALL MATERIAL AND EQUIPMENT MORE STRINGENT REQUIREMENTS WILL APPLY. BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END PER WFCM 55C TABLE 2.4 5HOWN,LI5TED, OR DESCRIBED ON TtHE5E DRAWINGS SUBJECT TO 50. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END WOOD BEAM PROVIDING G EA. SD COMMON NAILS RIDGE PON QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS AS NOTED. CONTRACTOR BEAR THE UNDERWRITERS LABORATORIES, INC. LABLEL BLOCKING TO SILL OR TOP PLATE (FACE-NAILED) 3-1 Gd EACH BLOCK IN EACH END OF 1-1/4" 20 GAGE STRAPS rwll SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECESSARY TO AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH LEDGE STRIP TO BEAM (FACE-NAILED) 3-1 Gd EACH J015T FOR 120 MPH FASTEST WIND SPEED. Pon ^0 COMPLETE THE WORK. THEY WILL BE INSTALLED. JOINT ON LEDGE TO BEAM (TOE-NAILED) 3-8d PER JOIST 000 17. CONTRACTOR SHALL DO ALL PATCHINJG REQUIRED DUE TO REMOVAL 5 I. ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE BAND J015T TO J015T(END-NAILED) 3-1 Gd PER J015T CROSS 5 ECTION END VIEWr ok G OF EXISTING WORK AND/OR IN5TALLATTION OF NEW WORK. PERFORMED BY OR UNDER THE SUPERVISION OF A BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT 15. ALL NEW WORK SHALL MATCH AND MIEET FLUSH TO EXISTING WORK PROPERLY LICENSED MASTER ELECTRICIAN. MAR. 23, 201 1 AS CLOSELYAS F055115LE UNLESS OTfHERWI5E NOTED. 52, THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR ROOF SHEATHING 10. ALL MATERIAL SHALL BE INSTALLED INJ STRICT CONFORMANCE WITH ALL PERMITS, LICEN5E5 AND INSPECTIONS AS REQUIRED 5TRUCURAL PANELS 8d (TABLE 3.8) MANUFACTURER'S REQUIREMENTS ANID 5PECIFICATION5. BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES, AND DIAGONAL BOARD SHEATHING 20. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS ANY OTHER APPLICABLE JURISDICTION. I"xG" OR I"8" 2-8d PER SUPPORT r..� AND CERTIFICATE OF OCCUPANCY, 53. CARBON MONOXIDE DETECTORS 5HALLBE DIRECTLY I"x I O"OR WIDER 3-Sd PER SUPPORT A ©2010 2 1. CONTRACTOR SHALL DEMOLISH PARTS OF EXISTING ROOF AS NECESSARY, CONNECTED TO THE LIGHTING CIRCUITS WITH NO ALL RIGHTS RESERVED AND REMOVE DEBRIS. INTERVENING WALL SWITCH. LINE CORD-CONNECTED, CEILING SHEATHING ~ 22. EXI5ITNG STRUCTURE AND INTERIORSi TO REMAIN SHALL BE PROTECTED DIRECT PLUG-IN, AND BATTERY POWERED ALARMS ARE GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD �, THESE PLANS ARE AN INSTRUMENT OF AS NECESSARY DURING DEMOLITION AND CONSTRUCTION. NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON SERVICE AND ARE THE PROPERTY OF 23. CONTRACTOR SHALL PROTECT EXISTIING SERVICES TO REMAIN AND SHALL EACH LEVEL ON WHICH SLEEPING QUARTERS ARE WALL SHEATHING THE ARCHITECT. INFRINGEMENTS WILL NOTIFY ALL UTILITIES AND TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR LOCATED. 5TRUCURAL PANEL 81D (TABLE 3.9) ° ° j BE PROSECUTED. HOOK-UP, REMOVAL, OR CAPPING OF:EQUIPMENT AS NECESSARY. 54. SMOKE DETECTOR5 IN CONFORMANCE WITH THE FIBERBOARD PANELS ° 1®1 24. PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND ELECTRICAL CODE OF NEW YORK STATE AND THE 7/1 G" GD 3"EDGE/G"FIELD �;;, SERVICES NECESSARY TO COMPLETE`. ALL WOOD AND PLASTIC WORK REQUIRED RESIDENTIAL CODE OF NEW YORK STATE, THE NFPA 25/32" 8D 3"EDGE/ G"FIELD oolk BY THE DRAWINGS AS SPECIFIED HEREIN, OR REASONABLY IMPLIED A5 NATIONAL FIRE ALARM CODE NO, 72-1 993 SHALL BE GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10" FIELD �Z NECES5ARYTO COMPLETE THE WORK\. PROVIDED OUTSIDE EACH 5EPARATE SLEEPING AREA, IN HARDBOARD 8d (TABLE 3.9) 25. FASCIAS, SOFFITS AND EXTERIOR TRIIM SHALL MATCH EXISTING. EACH SPLEEPING AREA, AND ON EACH FLOOR LEVEL. PARTICALBOARD PANELS 8d (TABLE 3.9) 2G. INTERIOR TRIM SHALL MATCH EXISTINIG, DIAGONAL BOARD SHEATHING e 27, FRAMING ELEMENTS: I"xG" OR I"x8" 2-8d PER SUPPORT A. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- I N 10" OR WIDER 3-8d PER SUPPORT LARCH STRUCTURAL GRADE N0.2 OR BETTER. SHEATHING B ALL SHEATHING TO BE APA RATED, EXP05UKE 1, THICKNE55 AS INDICATED. 5TRUCURAL FLOOR S PANELS C ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, I"OR LESS 8d 6"EDGE/ 12"FIELD �I 3/4" MIN. THICKNESS. GREATER THAN I" I Od G"EDGE/ G"FIELD D ALL HEADERS 6-0 AND OVER SHALL BE SUPPORTED WITH DOUBLE DIAGONAL BOARD SHEATHING PROVIDE 8x Sd COMMON NAILS IN EACH END OF 1-1/4 x UPRIGHTS, 9'-O"AND OVER WIITH TRIPLE UPRIGHTS. ALL HEADERS SHALL 1"xG" OR I"x8" 2-8d PER SUPPORT 20 GAGE STRAP FOR LATERAL/SHEAR CONNECTION BE A MIN. OF(2)2'k8"OR AS 5,HOWN ON DRAWING, I"x 1 0" OR WIDER 3-8d PER SUPPORT J AT RAFTER WALL CONNECTION (TABLE 3.38)WFCM-1 995 E 50LID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR FOP, 120 MPH FASTEST WIND SPEED. BEAMS AS PER N.Y.5. CODE OR AS NOTED @ 8'-0"O.C. MIN., o PROVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF. F DOUBLE FRAMING AROUND ALL OPENINGS (SKYLIGHTS, STAIRS, ETC.) OR AS NOTED ON DRAWINGS. G DOUBLE UP FRAMING UNDER ALL P05T5 AND PARALLEL PARTITIONS OR CLIENT/OWNER AS NOTED ON DRAWINGS. I H ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY"SIMPSON"OR APPROVED EQUAL. ►� I NAILING SCHEDULE SHALL BE A5 PER N.Y.5. BUILDING CODE AS A MINIMUM. ALL 2"xG"5TUD5 SHALL RECEIVE 5 1 Od NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. INI M� J PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C. EXTERIOR EDGES PATRICK TREANOR AND Gd NAILS @ 12"O.C. INTERMEDIATE. FLOOR i I K ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. J015T I GRAND VIEW DRIVE D L ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH ORIENT, NEW YORK GALVANIZED HURRICANE TYPE CONNECTORS BY`SIMPSON"OR APPROVED EQUAL. FOR TIMBER PILE FOUNJDATION5, PROVIDE HURRICANE CLIPS AT ALL PEN PERIMETER JOISTS TO GIRDER iCONNECTION5, 28. PROVIDE 7/1 G" TH, PLYWOOD PANELS PRECUT TO FIT OVER NEW WINDOWS AND DOORS. PANELS TO BE LABELED FOR.EACH OPENING. PROVIDE FASTENERS IN ACCORDANCE WITH TABLE I GO9. 1 .4 BLDG. CODE OF NEW YORK STATE. r� 29. LOAD PATHS ARE INDICATED BY5ECTrION DRAWINGS. PROVIDE Sx 8d COMMON NAILS IN EACH END OF I-1/4"x 30. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF/* PA WCFM-1995. 20 GAGE STRAP @ ROOF TO WALL, WALL TO WALL, AND (SEE NAILING SCHEDULE) WALL TO FOUNDATION CONNECTIONS (TABLE 3.38) PROJECT TITLE 3 1. FLASHING AT ALL WINDOW AND DOOR,OPENINGS SHALL Q FOR 120 MPH FASTEST WIND SPEED. I®I BE EPDM OR APPROVED RUBBERIZED MEMBRANE. 32. FLASHING AT ROOF CONNECTIONS, VALLEYS, CHIMNEYS r� AND CRICKETS SHALL BE ALUMINUM. 33. STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS ADDITION AND OF SLOPED AND VERTICAL SURFACES„ EXCEPT STEP RENOVATIONS FLASHING AND COUNTER- AND CAP- FiLA5HING SHALL BE • USED AT INTERSECTION OF ROOF ANT) CHIMNEY, AND ROOF AND WALLS. • 34, INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE DRAWINGS AND SHALL BE 2-% LB. FLOOR �'h I DRAWING TITLE DENSITY FIBER-GLASS BATTS CONFORMING TO THE SPECIFICATIONS FOR PRE-FORMED FIBROUS GLASS JOIST r INSULATION. NAAMM STANDARD 51, II b-70. 35. INTERIOR DOORS SHALL MATCH EXISTING. 3G. NEW HARDWARE SHALL MATCH EXISTING. I NOTES a 4• d 37. GYPSUM BOARD SHALL BE EASED EDGE TYPE, CONFORMING TO A5TM C3G, AND SHALL BE :"• : ww R "SHEETROCK 5W' BY U.S. GYPSUM CO. OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNIESS SHALL BE %2 38, ALL NEW AND REPAIRED GYP. BOARD SHALL BE TAPED ( '" "' AND 5PACKLED THREE (3) COATS. ALL, EXTERIOR t: . . , ,• oo t^�qC ''� �p ^ c r DATE' r SCALE t • .,,•,�F. .•..r , _s^ .•E`C" AI- . ,'( I/4 - I O CORNERS SHALT_HAVE METAL CORNER BEADS. c,' r a Cyr" .'; �,1n 39. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS PANEL SIZES t rj4, Ecv�.••T�J1�1ta AND INSTALLED WITH THIN SET ADHESIVE, ISSUE 40. EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN - I.,,� Y} � , , rY� r,. JAN.04, 201 1 MOORE OR APPROVED EQUAL, APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIOrJS AND ° ° ti"`E i(�oh#6.L/e}; 0 DRAWING NO. RECOMMENDATIONS. COLOR TO BE SELECTED. UPLIFT CONNECTIONS 41. EXISTING INTERIOR WALLS AND CEILINGS SHALL BE CLEANED AND REPAINTED. NEW WALL5 AND CEILINGS • 1®I SHALL BE SEALED AND PAINTED. pAIN1TING SHALL BE TWO (2) COATS BENJAMIN MOORE AQUA PEARL LATEX PINTED, COLOR TO BE SELECTED . C 0 N N E C T I 0 N 5 D\`E. �A 42. INTERIOR TRIM SHALL BE SANDED SMOOTH, PRIMED, / 0" AND FINISHED WITH TWO(2)COATS BEENJAMIN MOORE `.' 5 AL "JI'O" LATEX ACRYLIC SEMI-GLOSS PAINT , A REF, NO. wo 1015 I 2 3 4 5 6 7 8 9 10 I I 12 13 14 15 16 17 ISSUES/ REVISIONS �a r C� P" • V J • ❑ ❑ ❑ ❑ O ❑ ❑ PEW, ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ FE-] EE: -� PM T� SPA �J2010 / — ALL RIGHTS RESERVED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF \ I I THE ARCHITECT, INFRINGEMENTS WILL 6E PROSECUTED, Will A F v�r+ L GFI _ — • COD \ N7 — — — 7 'PM E o Moll o o A CLIENT/OWNER O-CD\) - ---- __ .�p"', PATRICK TREANOR A PM GRAND VIEW DRIVEAo V PMM ORIENT, NEW YORK PON TO EXISTING FIXTU RES. I� RELOCATE EXISTING SWITCHES ElTC. pmo I■eA �j --- M�I PROJECT TITLE ED— ADDITION AND RENOVATION5 77 L ----------------------- �,,� DRAWING TITLE E GROUND FLOOR ELECTRICAL GROUND EL00R e- i �� ,,,,��. t� qq!! E L E C T R I C A L - . ��:�_4 Pn� PM .1 U �,:,`. C'�"'i k•ft:':' �, •`1' � DA�E e;'i SCALE AS NOTED EXI5TING EXCEPT A5 NOTED IssuE fik�tl�iCCC:ia',P,r.ar BOA JAN.04, 201 1 po � DRAWING NO. plq PICA A 1®1 A r REF, NO. 1015 1 2 3 4 5 7 8 9 10 II 12 13 14 15 1 6 17 ISSUES/ REVISIONS ^Z �1 A III" K L•• 1 poll Wool 10 J e I GFI GFI GFI col I \ \ ; pm A UP TIC G T TI CO LIGHT r J \1 \1 Im1 ©2010 ALL RIGHTS RESERVED POWER REQ'D FOP, / DRYER 5ELLECTED / SHOWER _ THESE PLANS ARE All INSTRUMENT OF _ BY OWNER. ~ 1 SERVICE AND ARE THE PROPERTY Of TOILET �" /� THE ARCHITECT, INFRINGEMENTS WILL - 1 BE PROSECUTED. I I I 1 ,NW RELOCATE I j I 5WITCHE5 AND I 1 J OUTLETS AS TO EXISTING e CD —L-1 NECESSARY. FIXTURES Vilk ENT \ NOTE: VERIFY FIXTURE I \ LOCATIONS ON SITE. I \ \ \ _ � pm I � I NEW CLIENT OWNER �i v CAN - "m rr PATRICK TREANOR pEn � GRAND VIEW DRIVE D ORIENT, NEW YORK rw� RELOCATE EXISTING Pam LIGHT FIXTURE �} PROJECT TITLE 2 I V ID f L O CJ l R NOTE:\ ._- � � ADDITION AND C �REMOVE ABANDOPJ RENOVATIONSED • FIXTURES, SWITCHES AND �► ELE CT R I C A L I OUTLETS AS NECESSARY. SCALE: I/4"=I'-O" E 2 . w DRAWING TITLE ®I EXISTING EXCEPT AS NOTED ►^ 2ND * 3RD FLOOR r'•r ELECTRICAL E i s�n��+'i�fc .P,7°i^e+r;'-7�iE E':ii=;f'.s'fit tits t QF F;uC% ""sro, Amol 13 f'. CFN'<'.cT',To t,!T��'r i''! ®A DATE SCALE AS NOTED JAN.04, 201 1 Ao M DRAWING NO. • \ ►w1 PER qm pw pm 4w REF. NO. 1015