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Home My WebLink About38017-ZTown of Southold Annex P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY 6/3/2013 No: 36273 Date: 6/3/2013 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2055 Grandview Dr, Orient, SCTM #: 473889 Sec/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 o£the requirements o£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. PLUMBERS CERTIFICATION DATED 5/21/13 36300 5/30/13 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 #: 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 11117/11. Replaces 36300. At premises located at: 2055 Grandview Dr, Orient SCTM # 473889 Sec/Block/Lot # 14.-2-3.20 Pursuant to application dated To expire on 11/12/2014. Fees: 1/1/1900 and approved by the Building Inspector. PERMIT RENEWAL $1,400.00 CO - ADDITION TO DWELLING $50.00 $1,450.00 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 #:'"36~0 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 To expire on 10/512012. Fees: 3/11/2011 and approved by the Building Inspector. CO - ADDITION TO DWELLING SINGLE FAMILY DWELLING - ADDITION OR ALTERATION Total: $50.00 $2,161.60 $2,211.60 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: 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 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement lrom 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. Ifa Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: d Date. Old or Pre-existing Building: }to'~se ~o. Street Owner or Owners of Prope~y: ~_~r_~ ~ I1~ ~ /~ ~h Suflblk County Tax Map No 1000, Section Subdivision Iq Permit No. ~ '~'d~) Health Dept. Approval: Date of Permit. Planning Board Approval: (check one) 7 Hamlet // Block ~2 Lot Filed Map. Lot: ~.~-- - // Applicant: J¢~ - /¢~:~9 ~ Underwriters Approval: Request for: Temporary Certificate Fee Submitted: S ~--t~. ~ Final Certificate: (check one) P[l~p~cafit Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roaer .richert~.town.southold .ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Address: 2055 Grandview Drive City: Orient St: NY Zip: 11957 Building Permit #: 36300 Section: 14 Block: 2 Lat: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Mike Wilson Electric Inc License No: 5139-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only ~ Commerical Outdoor 1st Floor Pool Now Renovation 2nd Floor Hat Tub Addition Survey Attic Garacje INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel NC Condenser Single Recpt Sub Panei NC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling Fixtures [~ HID Fixtures Wall Fixtures ~ Smoke De{esters Recessed Fixtures ~ CO De{octers Fluorescent Fixture ~ Pumps Emergency Fixtures ~ Time Clocks Exit Fixtures ~ TVSS 4-combination smoke/co detectors, 6-ARC fault circuit breakers, 7-paddle fans, 6-exhaust fans, 1 -hydro massage tub, 1 -oven, 1 -standby generator with transfer switch Nates: Inspector Signature: Date: May 30 2013 Electrical_Certificate.xls ToWn Hail, 53095 Main Road P. O. Box t179 Souihold, New York t i971 Fax (5t6) 765-t823 T~,lephone ($'16) 765-'t802 6FFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLO cERTIFICATION DATE: Building Permit No, 3~(~ l-7 I< (pleaSe print) (please print) I certify thaf the contains less than 2/10 solder Used in the water supply SyStem of 1% lead. ( ~ lumber ~/S t gnat ute ) Sworn to before me this -oz~o~u~r~ .c~s~noa---/ ~^ ...... ,~.v.o~U~ ~PIRES ~30120~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION[ ] RRE RESISTANT PENETRATION REMARKS: "~ ~ ? ~ DATE -~-?'~/l INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~FOUNDATIONIST [ ]ROUOHPLBG. ~FOUNDATION 2ND []INSULATION ~~ []FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INgJECTI(m FIRERESlSI'ANTCONSTI~ [ ] flRERESiSI'ANTPENETRATION DATE "~--//"-/I INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO~JNDATION 2ND [ ] INSULATION [;d~FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTJN'r CONSTRUCTION [ ] FIRE RESISTAI/r PENETRATION [ ] ELECTRICAL IROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~ 'Z ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ] FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION /~/] FIRE RESISTAHT CONSTRUCTION[ ] FIRERF. SISTANTPENETRATION ]~_~KI. ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR'~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT/ION [ ] FOUNDATION 1ST I~ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH~) [ ] ELECTRICAL (FINAL) REMARKS: ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ .] ~U~GH PLBG. [ ] FOUNDATION 2ND [/.1~INSULATiON [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ].~S~AFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION[~/] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ~ ~-/-~ ~ DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [] R~I, JGH PLBG. [ ] FOUNDATION2ND []/,iNSULATION [ ] FRAMING/STRAPPING [~ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ~)] ELECTRICAL (FINAL) REMARKS: ~'~ ~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] FOUNDATION 2ND [ ] FRAMING/STRAPPING [ ] FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION [ ELECTRICAL (ROUGH) [ [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FlEE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR~'~ FAIRWEATHER-BROWN DESIGN ASSOCIATES, INC. May31,2013 205 Bay Avenue Greenpo~, N.Y. 11944 631-477-9752 (fax)631-477-0973 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. Sincerely, Robert 1. Bro 3 1 BIi)G DEPT /TOWN OF'SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SouthoidTown.NorthFork. net Expiration l 0 -- _.~ 20 ~ ~ PERMIT NO. Building Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: Phone: APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date '~f,~ /O ,201/ 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 promises, 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, ifa corporation) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder (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. I. Localqcn of lfll~.d on w..hieh proposed work will be done: Hous" Street a~ 1000 Section l[ Block Subdivision Hamlet Filed Map No. Lotf - ~ 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy _g~t~//~ b. Intended use and occupancy / ~ Alteration 3. Nature ofwoffk (check which applicable): New Building Repair V' Removal Demolition 4~' Other Work 4. Estimated Cost d~ 0OO Fee 5. If dwelling, number of dwelling units If garage, number of cars If business, commercial or mixed occupancy, specify nature and extent of each type of use. (Description) (To be paid on filing this application) Number of dwelling units on each floor Rear 76/ _r .Depth ,.,O'"/ /~ 7. Dimensions of existing structures, if any: Front ? Height ,3o / o°//~-~ Number of Stories Dimensions of same structure with alterations or additions: Front Depth ..q-/~ Height 8. Dimensions of entire new construction: Front Height Number of Stories 9. Size oflot: Front /~'O -- Rear Rear Number of Stories Rear .Depth 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 JWill excess fill be removed from premises? YES __ NO 14. Names of Owner of premises '7'-R~7~-A/O/e.--- Address ~ 6/r'c/ Phone No. 5'-/6 - Name of Amhitect ~/3E0'L~ /'DR. o tWA/ Address ~.~:r~o/::~r0-~ Phone No Name of Contractor --/-O/eP, E-L$~-/,J Address ,~,wrT/-~L/-> Phone No. -- ,5"16 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES__NO v/ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY B/E 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 0 F.~~ ' , 70r~ ,-] //)~)/0~/~ r"/&,/ being duly sworn, deposes and says that (s)he is the applicant (Name of in/dividual signing contract) above named, (S)He is the ('~ d~(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 ~ beyore me thi~-},~ // . / day of ////~- 20.~_ /"3 ~ . ~ ~T~ m~ ~ - 5 - dblic, St~eofNewYor~ ~ ~: ~ ~ No~1Cl4661406 ~nature otAppnc~t ~~ ;m;m~ssion ~ires Dec. 31,2013 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUT} TEL: FAX: South Examined ,20 Approved ,20 Disapproveda/c_.~l.~l///{ Expiration ,20 RMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Stonn-Water Assessment Form . Contact: Mail to: Building Inspector APPLICATION FOR BUILDING PERMIT Date /_5-//~ ~ ,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 betbrc issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a perlmt 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 pein'fit shall expire if the work authorized bas nol comlnenced 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 thc property have been enacted in the interim, the Building Inspector may authorize, in writing, tbe extension of the permit fro' an addition six months. Thereafter, a new pen-nit shall be required. APPLICATION IS HEREBY MADE to the Building Deparnnent tbr the issuance ora Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, altd other applicable Laws, Ordinances Ol- Regulations, for the construction of buildings, additions, or alterations or lyf removal or de~nolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, bousing code. and regulations, and to admit authorized inspectors on premises and in building for necessary inspeclions. ~gnature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant ts owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name ofowner ofpremises ?t'~t'l'-~ lC I~' T0r'~ ~/-/q/t-)OO~- (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. Location of land on which proposed work will be done: House Number Street CountyTax Map No. 1000 Section / 1{ Block Subdivision Hamlet Lot Filed Map No. Lot 2. State existing use and occupancy of premises aud intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupaucy ,,('fmL~ ( ~ ('"'~h".~ Nature of work (check which applicable): New Building Repair Removal Demolition Addition ~ Alteration Other Work 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars Fee (Description) (To be paid on filing tbis application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height. Number of Stories Rear .Depth Dimensions of same structure with alterations or additions: Front Depth_ Height Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories Rear .Deptb 9. Size of lot: Front Rear .Depth 10. Date of Purchase Name of Forl'ner Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoniFtg 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 Name of Architect /'~0t~(~¢,7-- ~tfo~' ~ Address Name of Contractor '~'O~-¢'z~ o-o Address Phone No. Phone No Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetlaud? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 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 · IF YES, PROVIDE A COPY. NO STATE OF NEW YORK) SS: COUNTY OF ) %/~'- %r~'~{~'C,w'''~ being duly sworn, cleposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the V' (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 m,anner set forth in the application filed therewith. Sworn to before me this // N~tar~ O1TO6!O~6~6.n~, ~, ires FORM NO. 3 NOTICE OF DISAPPROVAL DATE: April 21,2011 To~ Tor Torkelsen for Patrick Treanor 790 Clipper Drive Southold, NY 11971 Please take noticethat 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" tl~n'd 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 14Block2 Lot 3.20 Is retumed 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. BOARD MEMBERS Leslie Kanes Weisman, Chairperson James Dinizio, Jr. Gerard P. Goehringer George Homing Ken Schneider Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Hoor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http:#southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF 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. LWRP: 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 303.88 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 ½. 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. Page 2 of 3 - November 17, 2011 ZBA File#6512 - Treanor CTM: 1000-14-2-3.20 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: 1. Town Law ~267-b(3)(b)(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. 2. Town Law §267-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. 3. Town Law §267-b(3)(b)(3). The variance granted herein for a third story use is substantial. However, the substantiality of the variance is mitigated by its use being limited to storage, a sitting room and access to a new balcony. 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 §267-b{3){b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of 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. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member 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 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 dra~ings conforming to the alternative relief granted heroin. 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 - NoYember 17, 20t 1 ZBA File#6512 - Treanor CTM~ 1000q 4-2-3.20 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~evC~ember Homing) This Resolution was duly adopted (4-0). Leslie Kanes Weisman, Chai~3erson Approved for filing fi //g6 /2011 Towa Hall Aa.ex 54,.W$ Main Ro~d P.O. Bo~ 1179 · Southold, NY 11971-0959 Telephone (~t) 765-180~ rof:ler, d~r t~o (~.t~o7 u6~. ny. u s BUn' ~ING DEPARTMENT TOWN OF SOUTHOI.n APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Company Name: Name: Ucense No.: Address: Phone No.: Date: *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: JOBSITE INFORMATION: (*Indicates required information) 1000 Section: . ) ~ ' Block: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) Lot (Please Circle All That Apply) *Is. job ready for inspection: ~'Do you need a Temp Certificate: Temp-lnformation (If needed) · · Service Size: 1 Phase · New Service: Re-connect Additional InfOrmation: ~l/NO YE.S Final 3Phase 100 150 200 300 350 400 Other Underground Number of Meters Change of Service Overhead PAYMENT DUE WITH· APPLICATION 104)0-- ~4 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER. , . . .. ,, . . STREET c~ (~) ~-~' VILLAGE DIST. SUB. LOT ~ ~ O~ER OWNm , ; I 1.o~ ~'" *, (J~'(~/G0J~* ~% ~C/~ W ~PEOF BUILDING R~.~[~ ~ S~S. VL.~ FARM CO~. CB. MICS. Mkt. Volue ~ND IMP. TOTAL DATE R~RKS t r~oo I~0o ~/~A~ /~h~/oOL ' ' ' ' -I Tillable FRONTAGE ON WATEr' W~l~nd FRONTAGE ON ROAD [ ~0 ' 'H~ Plo, t ~ t ~ k ~ BULKH~D 14.-2-3.20 11/05 M. Bldg. I 2~- ~'~ / Foundation Bath Extension ~-~ 2~/ ~ ¢~_1~ ~.~ ' ~, Extension 2 ~ ~ ~4 Ext. Walls Interior Finish Exte.sion ~¢ ~.) .,rePlace Heat Porch _ ~ ~ Pool Attic Deck ~ ~ ~OG~ .~ ~ Patio Rooms 1st Floor ~W z~ ~Z .~ Driveway Rooms 2nd Floor Breezeway ~¢(.~c ~w~ ) Garage ~?~ ~ ~0~ O'B' BUILDING PERMIT EXAMINER CHECKLIST Applicant: · ~ ,~ ~2.~_ scm# ooo- Iff Property Address: *Date Submitted: ]'-/I - [] Date Reviewed: /7~- flO Owner: ¢ Subdivision: ~~ Zone: Conforming? ~ ~ City: O~ Pre COs? Building Permits (Open/Expired): BP ~-Z/C/0Z- - ,Info: ~ BP__-Z/C/0Z- ,Info: BP -Z / C/0 Z- , Info: BP__-Z / C/0 Z- , Info: BP__ -Z / C/0 Z-__ Info: Single & Separate Search Required? Y o N~etermination: · . OoO ' o REQ. Lot S~ze. t/tO> ACT. Lot S,ze: 1, ~' KE. Q. Lot Coy. _~__ ~o ACT: Lot Cov. ~Q. Front ~o ACT] Front ~~ide /~ ACT. Sid~ ~ ~ ~Q. Re~ ~o PROP. Rear_ ~ ~.~e~)t ~ ACT. Height ~XfbtY~G ~.~St~ ~.ACT O~ Waterfront? Yo~ ' ~ ' - ¢ ' ~ ~ - If yes, water body: " Panelg ~ Flood Zone: Bul~ead/BluffDistance: ADDITIONAL APPROVALS REQUIRED Suffolk County Health: Y o(_,~] If yes, *Bed//: *Date: / / *Permit#: - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC 9/1/75 Y or~ Date: Southold Trustees: Y 0t~ Date: Southold ZBA: Y ol~- Date: / / Southold Planning: Y o~- Date: / Town Landmark C of A: Y o[~)TE: __ ' ~}g /f~L~ 'tO ~eZoL..Lo~,,O'--~t° ~oal ~£'~'- ~-Z'~oR ,~~ ~T/or~Al Town Septic: Y or(~ / Permit #: or NJ Letter - Notes: Permit #: or NJ Letter - Notes: Permit #: - Notes: Permit #: - Notes: __/__ *NYS CODE Compliance (page 2)~r N Fee Structure: Foundation: ~' g SF First Floor: II ;;kl SF Second Floor: I 0~'3 SF Other: SF Total: Calculation: :~.~ ¢, ~0 ~ ~ +hitialFee: $ ~oo, o0 + Additional Fee ( ): $ SF X $ =$ + Additional Fee ( ): TOT~: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOG .l~v/~IC DESIGN CRITERIA: Ground Snow Load: ~0 Wind Speed: 120MPH ~ Seismic Design Category." Weati~e,'i.v Se,,.,.'e V/ .~','o~t0et, th: 3,~" V'",l.e..it,: M-~ */"/ Decay.' S-M OeslgnIemp:ll ~ ' Ice Shield Underlay: YES f/.~ Flo~dltazai'as: USE/OCCUPANCY CLASSIFICATION: ~/~7-? Al ¢ · HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/pREscRIPTIVE IlEAl)ERS: ~{~/N .. WALL STUDS: Y/N CEILING JOISTS: ~kaI/[q FLOOR JOISTS: Y/iq LUIMiBER SPECIES AND GRADE: 0YN GIRDERS: Y/N ROOF ILAIZTERS: Y/lq WD,YDOW AND DOOR SCHEDULE: 0//'~''' MISSLE rEST RE/(~UIREMEN S:~] " · T N EC~.S.S 5.7 ~.F.:~/N LIGH~ 8%: ~/N 5q~;NT 4 % NAILING/CONSTRUCTION SCHEDULE:~ MEANS OF EGRESS :~5~/N PLUMBING RiSER DIAGILAM: Y4~) o ~ LOCATION OF FBLE PROTECTION EQUIPMENT: Y/N TkUSS DESIGN: Y/N /~ ~ CERTIFICATION: Y/N 0 ~- ENERGY CALCS '~ TOTAL COMPLIENCEg~N (RETURN TO PAGE ONE) Tor Torkelsen From: Sent: To: Subject: Patrick <patrick_treanor_2000@yahoo.com> Monday, January 31,2011 9:26 AM Tor Torkelsen 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, Tot Torkelsen <torky(&optonline.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 Tor Torkelsen From: Sent: To: Subject: Patrick <patrick_treanor_2000@yahoo.com> Friday, February 04, 2011 5:00 PM Tor Torkelsen 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 <torky~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 wilt put down the > rest on Monday. > Thanks, > Tor > ..... Original Message ..... > From: Patrick [mailto:patrick_treanor_2000@yahoo.com] > Sent: Friday, February 04, 2011 9:15 AM > To: Tor Torkelsen > Subject: Checking in > Hi Tot, > How is everything going at 2055 Grandview Drive? > > Pat Date TOWN OF SOUTHOLD COMPLAINT REFERRAI~ NATURE OF COMPLAINT: Optional: _/~ ~<~-o,-:,.~, By Phone Complainant: Address Phone: Report Taken ay: .~.o~ ~:~: . Date Date Referred to Code Enforcement: CODE ENFORCEMENT. REPORT SITE INSPECTION REPORT/DATE: ACTION/DATE: Town of Southold Annex 54375 Main Road Southold, New York 11971 COMPLAINT 3/8/2011 To: Treanor, Patrick & Hcmnelly, Josephine 109 Stratford Ave Garden City, NY 11530 Location: 2055 Grandview Dr Complaint #: 2011-073 SCTM #: 14.-2-3.20 Follow-up Inspection Date: 3/22/2011 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 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971 0959 Telephone (631) 765 1802 Fax (631) 765-9502 May 24,2013 BUILDING DEPARTMENT TOWN OF SOUTHOLD 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: ~'~ / **NOTE: The Building Inspector is requiring Certification for the house r) 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 47,757 sq. fL · F* ' SURVEY OF PROPERTY AT ORIENZ' TOWN OF $ouT. i~IoLD SUFFOLK COUNTY, NEW YORK 1000-14-02-3.2t0 1 SCALE: 1'=50' Aug. 31. 1999 June 14, 2004 Ioddili~ns) Ocl, E7~ 2004 (lou~olion) APRIL 26, 2005 (llOall /°?/qo/~'v' New York State Insurance Fund ~Forkers' Compensation & Disabili~ Benefits Specialists Since 1914 199 CHURCH STREET, NEW YORK, N.Y. 10007-1100 Phone: (888) 997-3863 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 112544405 TORKELSEN BUILDERS INC P O BOX 1475 SOUTHOLD NY 11971 POLICYHOLDER TORKELSEN BUILDERS INC 790 CLIPPER DRIVE SOUTHOLD NY11971 POLICY NUMBER Z 746 984-4 CERTIFICATE HOLDER TOWN Of SOUTHOLD 54375 MAiN RD PO BOX 1179 SOUTHOLD NY 11971 CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 478664 01/01/2011 TO 01/01/2012 3/30/201 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 746 9844 UNTIL 01/01/2012, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 01/01/2012 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY ANDCONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. U-263 NEW YORK STATE INSURANCE FUND DIRECTOR.INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif, com/certJcertvaLasp or by calling (888) 875-5790 VALIDATION NUMBER: 309725952 ,,tco~rD CERTIFICATE OF LIABILITY INSURANCE I · J 3/30/2011 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIRCATE Funk & Funk Agency HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 1759 Middle Country Road ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Centereach, NY 11720 631-.467_4~;47 INSURERS AFFORDING COVERAGE NAIC# INSURED TORKELSEN BUILDERS, INC. INSURER A: Z~T~TATE FIE & C~U/%~TY CO. ~NSURER ~; NATIONWIDE INSURANCE CO. 790 CLIPPER DRIVE INSURER C: SOUTHOLD, NY 11971 INSURER D: I INSURER E: COVERAGES GENrRAL UAOILITY EACH OCCURRENCE $ 1,000,000 loccuR MEDEXP(Anyo e erso.) $ 5,000 A __ ~ ~-1001111 01/27/11 01/27/12 PER~NAL&ADVI~URY $ 1~ 000~ 000 [ GENE~L AGGRE~TE S 2, 000, 000 GEN'L A~REGATE LIMIT ~PLIES PER: PRODUCTS- ~MP/OP AGG S 2 , 000, 000 ~YAUTO (Ea a~id~) $ 500, 000 ~ B __ ~ H~R~AU~ 66~635827--3001 01/27/11 01/27/12 ~O~LV~UR~ /I ~TEN"ON $ CERTIFI~ HOLDER IS LIS~D ~ ~DITIONAL INSU~D. I CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD 54 375 MAIN ROAD PO BOX 1179 SOUTHOLD , NY 11971 ACORD25 (2009/01) © 1988-2009 ACORD CORPORATION. All dghts reserved. The ACORD name and logo are registered marks of ACORD REScheck Software Version 4.0.1 Compliance 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 Lccation: 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: 41925 Granview Drive Odent, NY Owner/Agent: Patrick Treanor Designer/Contractor: Robert Brown Robert Brown Architect, PC 205 BAy Ave Greenport, NY 11944 477-9752 fbdainc~optontine.net Ceiling 1: Flat Ceiling or Scissor Truss: Wall 1: Wood Frame, 24" o .c.: Window 1: Wood Frame:Double Pane with Low-E: Door 1: Glass: Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space: 2396 22.0 0.0 108 3992 19.0 0.0 187 414 0.350 145 402 0.320 129 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 Cede requirements. When a Registered Design Professional has stamped and sigrte~thi~ page, they are attesting that to the best of his~_her knowledge, belief, and professional judgment, such plans or specific~.flPnS are'in Complian~g~with this Cede. N4me- Title Signa: ~,,~" ~ ' / ' Data Treanor Residence Addition/Renovation Page 1 of 4 REScheck Software Version 4.0.1 Inspection Checklist Date: 03/11/11 Ceilings: ~1 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 Comments: No [] Door 1: Glass, U-factor: 0.320 Floors: I~ Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation 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 lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance fi-om combustible materials. If non-lC rated, fixtures are installed with a 3" clearance from insulation. Vapor Retarder: ~1 Installed on the warm-in-winter side of all non-vented framed ceilings, wails, 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. [] InsuJation is installed according to manufacturer's insb'uctions, 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 a~cs or outside the building are insulated to R-8. [] Return ducts in uncond~oned attics or outside the building are insulated to R~. [] 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 retum ducts in basements. DUct Construction: [] All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesNes), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181B. 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 then'nostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [] Separate electric meters exist for each dwelling unit. Fireplaces: {~1 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 p~ols 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 clcck. Heating and Cooling Piping Insulation: Ct 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 Piping System Types Fluid Temp. Range(°F) Insulation Thickness in Inches by Pipe Sizes 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 uponor FIRE SAFETY SYSTEMS AQUASAFETM FLOW TEST VERIFICATION AquaSAFETM Flow Test Verification Form Member ID:Alliance ~V~ ~ ~,.~ Important: Installing contractor must submit this completed form. Failure to do se nullifies the Company Name: ~J~[~ '-~ k.L~ ~i al ~ [{ I ~ a~tam warranty. E-mall or fax completed farm -' ,J ' / to the Uponor Fire Safety Design Depactmont Contact: \~,~I For questlofl~ contact Uponor Technical 5el,dcas at 88a. sg4.772s or Color of test orifice used: For cledgn~ not provided by Uponor, complate the following Information. Oesigoe~sName: p~,,^ I~1 o I~ Phone: Fax: Static pressure (not flowing) reading at incoming water supply into home or at main shutoff: (, Residual pressure (flOWing) reading at Incoming water supply Into home or at main shutoff: L~ C) DS ~ What time of day was the flow test taken? ~D: ~lo Flow test method used? ~3 Bucket C~ow Meter Flow test gpm: ~ I~ How many gallons of ware)' did the design predict as required? \ Did the test meet or exceed design flow? ~es ~ No Which sprlnlder aid you flow? Number: ~ Is the warning sign pen~a~ently attached close to the Loca~ of head: main shutoff valve? ~Yes ONo Date le~t In se~vke with all valves open: ~ .... onnlred by code? ([~es ~ No - u Tel: 800.321.473g Fmc 952.997.1731 Web: www.uponor-usa~.em Uponor 5925 148th Street West Apple Valley, MN 55124 800-321-4739 Job Name Drawing Location Remote Area Contract Data File TREANOR RESIDENCE - One Head Calculation (H.35) RESIDENTIAL GRAND VIEW DRIVE ORIENT NY 11957 1 120118~40L 120118-40L Treanor Residence1 .w-x1 Computer Programs by Hydratec Inc. Route 111 Windham NH. USA 03087 Uponor Page 1 TREANOR RESIDENCE - One Head Calculation (H.35) Date 3/12/2012 HYDPJ~ULIC DESIGN INFORMATION SHEET Name - TREANOR RESIDENCE Date - 1/19/12 Location - ORIENT NY 11957 Building - RESIDENTIAL System No. - 1 Contractor - NORTHFOLK PLBG & BTG Contract No. - 120118-48L Calculated By - DEVON HUYNH Drawing No. - 1 Construction: (X) Con~oustible { ) 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)l { )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 ~SPMAXI TED SPACING 14 x 14 ( ) Deluge ( ) PreAction E ~dded - 0 Gpm Sprinkler or Nozzle S~~..~d~l ~dded Gpm Make RELIABLE Model Fl-R44-< ~~~--~st Outlet 138 Feet Size 3/8 K-Factor 4.4 Temperature Rating 155 C~c~]~ti~¢m ~j !ed 14.1 Psi Required 37.89 At Ref Pt Pump Um~y~ C-F,a~,~ ]sed: Overhead 150 Underground 150 W Water Pump Data: Tank or Reservoir: A Date of Test - x Rated Cap. Cap. T Time of Test - x @ Psi E~ev. 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 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) uponor TREANOR RESIDENCE - One Head Calculation (H.35) Page 2 Date 3/12/2012 Pump Data: P1 - Pump Churn Pressure P2 - Pump Rated Pressure P2 - Pump Rated Flow P3 - Pump Pressure @ Max Flow P3 - Pump Max Flow 62.4 52 28 33.8 42 Demand: D1 - Elevation D2 - System Flow D2 - System Pressure Hose ( Adj City ) Hose ( Demand ) D3 - System Demand Safety Margin 16.458 14.0525 37.892 14.0525 23.612 150 140 130 p 120 R 110 E 100 S 9O S 8O U 7O R 60 P2 E 50 4O 30 20 10 10 2O 3O 40 50 60 70 80 FLOW(N ^1.85) 90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary uponor TREANQR RESIDENCE - Qne Head Calculation (H.35) Fitting Legend Abbrev. Name Page 3 Date 3/12/2012 1¼ 1~ 2 2~ 3 3~ 4 5 6 8 10 12 14 16 18 20 24 T 90' Flow thru Tee 3 4 5 Utb Aquapex Tee - Branch 2 6 6 Utr Aquapex Tee - Run 1 2 2 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 9.08 12.88 13.22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.64 2.39 2.39 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor TREANOR RESIDENCE - One Head Calculation (H.35) SUPPLY ANAL YSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure PUMP See Information on Pump Curve 61.504 Total Demand 0.0 Page 4 Date 3/12/2012 Required Pressure 37.892 NODE ANAL YSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node 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 TIO0 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 XO 1 100.0 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 20.56 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 H.28 138.0 10.84 H.29 138.0 10.97 T.79 138.0 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 Notes Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor TREANOR RESIDENCE - One Head Calculation (H.35) NODE ANAL YSIS (cont.) Node Tag Elevation Node Type Pressure Discharge at Node at Node T.61 128.0 H.2 128,0 H.11 128.0 T.82 128.0 T.81 118.0 T.76 108.0 H.18 108.0 H.34 108.0 H.31 108.0 H.44 108.0 H.45 108.0 T.99 108.0 H.53 108.0 H.59 108.0 H.60 108.0 H.10 138.0 H.22 138.0 H.9 138.0 T.73 138.0 T.71 138.0 H.12 138.0 H.13 138.0 T.83 128.0 T.86 128.0 H.24 128.0 H.1 128.0 H.40 128.0 H.50 128.0 H.51 128.0 H.52 128.0 H.41 128.0 H.37 128.0 H.38 128.0 T.94 128.0 T.96 118.0 H.47 118.0 H.48 118.0 T.98 118.0 H.5 118.0 H.14 118.0 H.30 118.0 H.25 128.0 T.64 118.0 H.4 118.0 H.16 118.0 H.15 118.0 T.78 118.0 H.23 118.0 T.89 118.0 T.90 118.0 H.39 118.0 15.89 15.94 16.11 16.41 20.88 25.34 25.38 25.49 25.55 25.65 25.72 25.74 26.07 26.37 26.74 11.17 11.19 '[1.21 11.24 11.24 11.24 11.24 15.58 15.6 15.6 15.89 16.23 16.26 16.3 16.33 16.36 16.39 16.42 16.44 20.89 21.01 21.11 21.22 20.67 20.71 20.76 '[6.42 20.86 20.87 20.87 20.87 20.88 20.88 20.88 20.88 20.88 Page Date Notes 5 3/12~2012 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor TREANOR RESIDENCE - One Head Calcu]ation (H.35) NODE ANAL YSIS (cont.) Node Tag Elevation Node Type Pressure Discharge at Node at Node T.91 118.0 H.33 118.0 H.27 118.0 H.17 108.0 h.6 108.0 H49 118.0 H.55 118.0 H.57 118.0 H.58 118.0 H.56 118.0 20.89 20.89 20.88 25.34 25.35 21.22 21.22 21.22 21.22 21.22 Notes Page 6 Date 3/12/2012 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor TREANOR RESIDENCE - One Head Calculation (H.35) Hyd. Qa Dia. Fitting Ref. "C" or Point Qt Pf/Ft Eqv. Ln. Pipe Pt Pt Ftng's Pe Pv Total Pf Pn Page Da~ 7 3/12/2012 Notes ****** H.35 6.78 0.862 1Utr 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 1Utr 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 1Utr 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 1Utr 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 1Utr 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 1Utr 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 1Utr 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 1Utr 2.0 5.000 25,951 to 150.0 0.0 2.000 0,0 H.54 8.39 0.0449 0.0 7.000 0.314 Vel = 4.61 I-I.54 0.0 0.862 lUtr 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 1T 7.528 9.000 26.939 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 Vel -- 5.46 0.0 14.05 37.892 K Factor = 2.28 H.35 -6.78 0.862 1Utb 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 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor TREANOR RESIDENCE - One Head Calculation (H.35) Hyd. Qa Dia. Fitting Ref. "C" or Point Qt Pf/Ft Eqv. Ln. Pipe Pt Pt Ftng's Pe Pv Total Pf Pn Page Date 8 3/12/2012 Notes ****** T.93 -3.67 0.862 1Utr 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 1Utr 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 1Utr 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 1Utr 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 1Utr 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 1Utr 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 H.7 0.0 0.862 1Utr 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 0.0 0.862 1Utr 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 1Utr 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 1Utr 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 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor TREANOR RESIDENCE - One Head Calculation (H.35) Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv, Ln, Total Pf Pn Date Page 9 3/12~012 Notes ****** H.42 0.0 0.862 1Utr 2.0 15.000 10.677 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 1Utr 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 1Utr 2.0 19.000 10.970 to 150.0 0.0 2.000 Q0 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 1Utr 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 1Utr 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 1Utb 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 KFactor = 0.44 T.75 2.29 0.862 lUtr 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 1Utr 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 IUtr 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 1Utr 2.0 4,000 11.236 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 = 2.19 T.61 -0.13 0.862 1Utr 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 1Utr 2.0 14.000 15.939 to 150.0 0.0 2.000 0.0 H,11 3.86 0.0107 0,0 16,000 0.172 Vel= 2.12 H.11 0.0 0.862 1Utr 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 Vel = 2.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor TREANOR RESIDENCE - One Head Calculation (H.35) Hyd. Qa Dia. Fitting Reft "C" or Point Qt Pf/Ft Eqv. Ln. Pipe Pt Pt Ftng's Pe Pv Total Pf Pn Page Date 10 3/12/2012 Notes ****** 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 1Utb 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 1Utr 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 1Utr 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 1Utr 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 1Utr 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 1Utr 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 1Utr 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 1Utr 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 1Utr 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 H60 5.66 0.0217 0.0 17.000 0.369 Vel= 3.11 H.60 0.0 0.862 1Utr 2.0 1.000 26.743 to 150.0 1Utb 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 1Utb 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 1Utr 2.0 7.000 11.172 to 150.0 1Utb 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 0.862 1Utr 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 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor TREANOR RESIDENCE - One Head Calculation (H.35) Hyd. Qa Dia. Fitting Ref. "C" or Point Qt Pf/Ft Eqv. Ln. Pipe Pt Pt Ftng's Pe Pv Total Pf Pn Page Date 11 3/12/2012 Notes ****** H.22 0.0 0.862 1Utr 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 1Utr 2.0 2.000 11.212 to 150.0 1Utb 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 1Utr 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 1Utr 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 1Utr 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 1Utr 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 IUtb 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 1Utb 6.0 6.000 15.582 to 150.0 1Utr 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 H.24 0.0 0.671 1Utr 2.0 3.000 15.605 to 150.0 IUtb 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 KFactor = 0.17 T.83 0.26 0.862 1Utr 2.0 2.000 15.582 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 1Utr 2.0 8.000 15.886 to 150.0 0.0 2.000 0.0 H.1 0.12 0.0 0.0 10.000 0.0 Vel= 0.07 H.1 0.0 0.862 1Utr 2.0 6.000 15.886 to 150.0 0.0 2.000 0.0 T.67 0.12 0.0 0.0 8.000 0.0 Vel = 0.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor TREANOR RESIDENCE - One Head Calculation (H.35) Hyd. Qa Dia. Fitting Ref. "C" or Point Qt Pf/Ft Eqv. Ln. Pipe Pt Pt Ftng's Pe Pv Total Pf Pn Page Dam 12 3/12/2012 Notes ****** 0.0 0.12 15886 K Factor = 0,03 T.97 1.70 0.862 1 Utr 20 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 1Utr 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 1Utr 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 1Utr 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 1Utr 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 1Utr 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 lUtb 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 1Utb 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 1Utr 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 H.47 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 1Utr 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 150.0 0.0 12.000 4.331 T.99 3.36 0.0083 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 1Utr 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 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor TREANOR RESIDENCE - One Head Calculation (H,35) Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv, Ln. Total Pf Pn Page 13 Date 3/12/2012 ..... ** Notes ****** H.14 0.0 0.862 1Utr 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 1Utr 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 1Utr 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 1Utr 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 1Utr 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 H.4 0.47 0.0003 0.0 3.000 0.001 Vel = 0.26 H.4 0.0 0.862 1Utr 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 1Utr 2.0 12.000 20.870 to 150.0 0.0 2.000 0.0 H.15 0.47 0.0001 0.0 14.000 0.002 Vel = 0.26 H.15 0.0 0.862 1Utr 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 1Utr 2.0 13.000 20.876 to 150.0 0.0 2.000 0.0 H.23 0.46 0.0002 0.0 15.000 0.003 Vel= 0.25 H.23 0.0 0.862 1Utr 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 1Utr 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 1Utr 2.0 4.000 20.888 to 150.0 0.0 2.000 0.0 H.33 0.46 0.0002 0.0 6.000 0.001 Vel = 0,25 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor TREANOR RESIDENCE - One Head Calculation (H.35) Hyd. Qa Dia. Fitting Ref. "C" or Point Qt Pf/Ft Eqv. Ln. Pipe Pt Pt Ftng's Pe Pv Total Pf Pn Page Date 14 3/12/2012 Notes ****** H.33 0.0 0.862 1Utr 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 1Utb 6.0 2.000 20.876 to 150.0 1Utr 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 1Utr 2.0 4.000 20.881 to 150.0 1Utb 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 1Utb 6.0 3.000 20.682 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 1Utr 2.0 24.000 25.342 to 150.0 0.0 2.000 0.0 H6 0.37 0.0002 0.0 26.000 0.004 Vel -- 0.20 H6 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 KFactor = 0.07 T.98 0.0 0.862 1Utr 2.0 2.000 21.224 to 150.0 0.0 2.000 0.0 H.49 0.0 0.0 0.0 4.000 0.0 Vel = 0 H.49 0.0 0.862 IUtr 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 0.0 0.862 1Utr 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 1Utr 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 1Utr 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 Computer Programs by Hydratec inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Uponor TREANOR RESIDENCE - One Head Calculation (H,35) Hyd, Qa Dia. Fitting Ref. "C" or Point Qt Pf/Ft Eqv, Ln. Pipe Ftng's Total Pt Pe Pf Pt Pv Pn Page Da~ 15 3/12/2012 Notes ****** 0.0 21.224 K Factor = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i[I[ ffOUNDATION PLAN A5 DUILT ~..'~0 ~ TRI';ANOR 9 4/16/2 012 ROBERT !. BROWN ARCHITE(:T, P.C. W/ FAIRWI';ATHER I)ESIGN ASSOCIATES, INC. 205 BAY AVl'; GRI';ENPORT, N.Y. 11944 631-477-9752 (I~ILX) 631'477-0973 I-- 3P-,,D PLOOR. PLAN ROllERT !. BROWN ARCHITI!CT, P.C. W/ FAIRWEATHER I)ESIGN ASSOCIATES, INC. 205 BAY AVE GRltltNPORT, N.Y. 11,~)44 63 !-477-9752 (FAX) 631-4774)973 PROPOSRD 5. WI~ST ELEVATIONG A5 BUILT 6[2012 ROBERT !. BROWN ARCHITF. CT, P.C. W/ FAIRWEATHER IIESIGN ASSOCIATES, INC. 205 BAY AVE GREENPORT, N.Y. 11944 6:11-477-9752 (FzLX) 631-,177-0973 ~ COLOP~L, NETYPE~: LEGEND ~ - II!i=i~--~'~IIx~U ~ -- ~ ~ - ~-~ ~HASN LEVEL= m,~FLEEN :L~NES= iN T'ERLEXJEL CONNEC'TiOIq% ] 2~4"CLG,JOIS~5 ) B~CK LINES: SPRINKLER HEAD TO SPRINKLER HEAD. m e,~,, o.c. L . SIZfi ~ m H;5 ,~.~,o~ .,.. ~, ,~ .... Markup Legend Delete Line Add Line Add Tee ~-~ Add Elb°w *ddCo.¢n0 I Delete Head -~- Note: All revisions must be reviewed by Uponor Table F002-1 Multipurpose Fire Safety Systems The Uponor Residential Fire Safety System Is a residential fire protections system installed in combination with the cold side of the domestic po~ble water system. Only licensed contractors trained by Uponor can Install this system. ~ ..... : * H.39 RFC43-18 What ~ do If Changes an Required H.15 , H.47 If any features or obstructions require the addition or deletion of sprinkler ¢,, RISE TO FLOOP. OrE WALL heads, or significant relocation of sprinkler heads, contac~ the Uponor Design Department to determine If observed changes require a redesign -~- (888.594.7726). I MOST HYDRAULICALLY REMOTE HEADS L HEAD # GPM PRESSURE RE(~'D AT STREET ......... ' __2 HEADH.35 & H.26 28.~806 50.7 /, / r WELL CASING AND/OR TANK TO PROVIDE J282 GALS OF STORAGE. WELL PUmP TO .:' / PROVIDE MINIMUM 28.18 GPM @ S0.7 PSI I '~'-' -- ''=~ I I I ~ % ~ I I L AT MANIFOLD S.1 J (s - I / / ~ "L~Lr :,,~T,,~ WIH~O¢/~VcfTrl I ' [ Basement 15 Sprinklers . , 1st Floor ~9 Spnnklers' ~ ! '~;,,?.;-::a -'7¢ ' 4,.~ .... ' % n0~ · ,.54 e,.e0 I/ . 2nd Floor 14 Sprinklers 3rd Floor 12 Sprinklers - - - 58 K=4.3, Z55P, 3/8" Orifice, Maximum Spacing ~6'xt6' H ~ i ~,,~ ~ . . / f.:r .~". .......... J ~ ' -,' _ -. :~.~ i J RFm~S Sp,,k~h--~ a~m~,a: ~3 gp~ ~ ~.~ H ' ;~":~'_ I~ , ~- ' Y/ I I ~ I I I I III I ',~,:.-~ '~ - -' ='''~ I II REMAB~ Model Fl-R44-<FI-R44 Recessed Sidewall Sprinkmer----Defle~or 4 n I I I2K=4.4, 155F°, 3/8" Orifice, Maximum Spacing 14'x14' R4444 Sprinkler head demand: 14.1 gpm ~ 10.2 ", / ~o.~ ~ i · ~r - - H.53 E~E.,.o ,~, i. m, ,,~. ,.~. _ , ~_. , : ~ BASEMENT LEVEL _. I . ~ z/4 = z o I a I .lili IIII1 ~ '~ i i~1 i i~. SHEET DESCRIPTION S~L SHEET NUMBER F'iO0 5 :L/4" - 5 T.62 H.10, H.26 .35 ', J J T.72 H,9 TUD ,, AND [ I RFC43-16 RFC4~16 H.40 RF643-16 LINEN THIRD LEVEL ~_o7'--- UJ LJJ SHEET DESCR/PTION 2ND &. 3RD LEVEL SHEET NUf~BER 01 2010 NFPA 13D Section 8,6 location of Sprlnkle~ 8,6,1 Sprinkldm shall be Installed In all areas except where omission Is permitted by 8.6.2 through 8,6.7. 8.a,2 Spflnlders shall not be required in bathrooms of 55 fi2 (5.:[ m and less. B.ti.3Sprinklers shall not be required In clothes cldsets, linen closets, and pantrlea that meet all of the fullowlng conditions: 1. The area of the space does not exceed 24 E2 (2,2 2. The least dimension does not exceed 3 ft (0.9 m). 3. The walls and ceilings are surfaced with noncombustible or Ilmltad-cembustlble materials as defined In NFPA 220, Standard on Types of Building Construction, Square footage does not The least dimension exceed 24 Ea (2.2 m2). exceeds 3 ft (0~9 m) Sprinkler Not Required Sprinkler Required Square footage exceeds 24 fl;~ (2.2 m2). a.g,4 porches, carports, and similar structures. 8.6.5 Sprinklers shall not be required in attics, penthouse equipment rooms, elevator machine rooms, concealed spaces dedicated exclusively to and containing only dwelling unit vent[laUon equipment, floor/ceiling spaces, elevator shafts, crawispoces, and other concealed spaces that are nee used or [ntanded fur living purposes and do not contain fuel-fired equipment. B.S.B.1 When fuel-farad equlpment is preeant, at least one quick-respence leeermecllate temperature sprinkler shall be Installed above the equipment. a.B.6 Sprinklers shall not be required In covered unheated projections of the building at entrances/exits as long as the dwelling unit has another means of egress. g,g,7 Sprinklers shall not be rsqulred for ceiling pockets that meat the fullowing 100 ~c3 (2.83 1. The total volume of unprotected ceiling pockets does not exceed :[00 Es (2.83 ma). 2, The entire floor under the unprotected ceiling pocket is protactad by the sprinklers at the lower ceiling elevation. 3, Each unprotected ceiling pocket Is separated from any adjacent unprotected ceiling pocket by a minimum 10 E (3.05 m) horizontal distance, 4. The Interior finish of the unprotected ceiling pockee Is noncombustible or limited-combustible material. S. Skylights not exceeding 32 E2 (2.97 m2) shall be permitted to have a plastic cover. Minimum Distances from Heat Sources The following table provides Information from NFPA 13D, Table 7.5.5.3: Minimum Distances for Ordinary Temperature Residential Sprinklers. Use this table to calculate the distance sprinklers should be from any existing heat sources In the bulldln, .................... ' Nih. Distance from Min. Distance from Table 7.5.5.3 Concealed Assembly Sprinkler With Vapor Barrier When a Figure FO0~.-4 rire nkter Xnsulation Recommendations ~n areas subject to freezing, care should be taken In unheated attic spaces to cover Uponor AquaPEX tubing completely with Insulation. insulation should fullcw the guidelines af the Insclstlon manufacturer, Flguce F001-$ through Figure Faa1-7 show several methods that can be considered. Ceiling 3olct Znsulotlon Recomrne.dltlons for Temperatures Below For areas having temperatures of 0°F/-18°C or lower, an additional bait of insulation covering the Joist and the fire sprinkler piping should be used, If this Is not done, froeze-upa can occur In the Uponor AquaPEX tubing (see Figure :001-5). Figure F002-5 ceiling Joist Insulation Recommendations for Tempereture~ Above OOF It Is Important that the InsUlation be Installed tight against the joists. unheated areas, any spaces or voids between the Insulation and the Joists ........ Aq ~ to ~ ~ -' Figure F001-6 ROof Trum~ Znsulotiea Recommendations Whatever R value Is required In the ceiling, an addition belt of Insulation of Figure F001-7 :lgure Flow Test To ensure the system provides enough water fur proper fire sprinkler performance, you should cenduc~ a flow verification test. Note," The NFPA 15D Installation Standard does nee require flow veflflcetion. Befurs performrng a flow verlflcetion test, confirm the water pressures by contacting the Water and Sewer Department of your local city. Ensure the available water pressure matches the pressure used In the system design. Notes The spfinkldr plan indicates the most hydrsullcally remeee sprinkler (or pair of sprinklers). For test requirements on other sprinklers, consult your local code. Note," It is a good idea to notify the fire inspector at least 2~ hours p~or to performing a flow verification test. This may speed up the inspection process and ellrnlnata the need to repeat the test for the Inspector. Extreme Temperature Tnstallations AquaSAFE Residential Fire Safety systems ars often installed in attics or other areas exposed ta tamparature extremes of beat and/or cold. Follow the recommended extreme weather Installation Instructions to isolate and protect system components from extreme tamparstures. Because this system also delivers domestic cold water directly to plumbing fixtures, Uponor highly recommends that you protect the ~bing with adequate insulation in warm weather areas to minimize heating of the cold water supply. [nstailatlon methods include, but are not limited to: · Tenting over the fire sprinkler piping. · Additional layers of bott InsulaUon. · Increased depth of blown-tn insulation. Ceotlom Tf yOU will be installing spray foam insulation, make sure to prstact all components dufing application. Consult with the spray fuam manufacturer ta ensure compatibility with all products before application. Consultation with ldca] building officials Is encouraged to ensure compliance with Ia(el building codes. Performing the Flow Verification Test All flow-restricting devZces (water softener, otc,) must be In place when you perform a flow vetiflcatlon test. :[. Ensure that you have the water turned off. 2. If you have already Inserted the sprinkler Into the :L/2 Inch threaded ouUet, carefully unscrew the sprinkler from the sprlnlder adapter, Place the sprinkler In a safe piece to avoid any damage. 3. ~ssomble the PEX pieces using the threaded fltUngs. The flow meter must be installed above the control valve. Ensure the arrow on the flow meter is pointing in the direction of the water flow, 4. Install the correct orifice In the bottom of the flow verification kit. Refer to the design printout fur the or[rice with the appropriate k factor. 5. Attach the flow verification kit ta the :[/2 Inch NPT connection of the sptinkier adapter. Ensure the valve is closed. note: Instal] a pressure gauge at the manlfu[d Iocation. You must take a pressure feeding from this gauge during the flow test. 6, Ensure that you have installed the proper sprinkler orifice adapter to the boom of the flow verlflcsUon ldt. 7. pressurize the system to Its working pressure, 8. Open the valve and bleed air from the system. 9. Close the valve cernplstely. 10, Record the static pressure reading on the gauge near the manifold, :[1. Open the valve until the plunger on the flow meter settles into basilica. This may take [ess than one minute. Using the markers on the flow meter, dstermlne the flow through the test device. Record the residual pressure reading on the manifold gauge while the water is flowing. :L2. Compare the rssults with the gallons par minute required on the sprinkler data sheet. Test results must equal or eaceed the required flow for proper operation and warranty coverage. :[3. Pull all Teflon tape off detached sprinkler. :[4, Apply new Teflon tape to the threads of the sprinkler (three wraps). 15. Using the appropriate sprinkler wrench and fullowlng the sprinkler Installation Instructions, carefully tighten the sprinkler head Into the sprinkler adapter. You should obtain a leak-tight connection with a maximum torque of :[4 ft.-lbs, to 2:[ ft,-Ibs, (approxlmatsly 2 tums past hand tight). Do nee over-tighten. :L6, Once you have verified the prepor flow rate, flu out the Row Test Verification furm and ~x to Uednor Technical Services Department at 952,907jL731. Keep a copy for your own records. ~l~e AH3 may also require a copy, zn-Ilne Flow Test The In-line Flow Test can be constructed on site. It performs a flow test to ensure (see Flaure F001-8), Test Orifice piing Figure FOOI-B Female Threaded Tee with water Meter Flow Gauge Test Or tiles To vedfy proper the test odflce to use In the flow vedflcaUon test, refer the Upenor ~quagAFE Installation Manual or see Table FOal-1. Teat Orifice Teat Orifice K-factor Zdentlflcetlon Test Orifice for Fl/Res 30 Sprinlder 3.0 White Test Orifice for Fl/Res 40 Sprinkler 4.0 Gray Test Orifice for RFC 43 Sprinkler 4.3 Red Test Orifice for Fl/Res 44 Sprinkler 4,4 Blue Test Orifice for Fl/Rea 49 or RFC 49 Sprinkler 4~9 Black Table F001-1 Performing the Flow Verification Test Without the Flow Meter The Installer can also conduct the flow veflflcatlon test without the use of the Flow Test Kit, a practice sometimes referred to as the Bucket Test Method, using the fulldwlng steps, Ensure that you have the water turned off, 2. If you have already Inserted the sprinkler Into the 1/2 Inch threaded outlet, cerafully unscrew the sprinkler from the sprinlder adapter. Place the sprinkler In a safe place to avoid any damage, 3. Construct a flow test assembly using a :[ Inch full port ball valve with threaded adapters and 3/4 Inch PEX toblng, that threads Into the :[/2 inch NFT sprinkler adapter and tarmlnntea with the correct test orifice. 4. Using a one-gallon container, carefully mark the fill-lines In a large bucket (such es a 20 or 30 gallon garbage container) with a permanent marker. You should mark at the 5, 8 and :[0 gallon levels; then at each gallon up to or exceeding the minimum required flow from the sprinkler (as IdenUfled on the sprinkler plan). Attach the flow test assembly to the :[/2 Inch NPT connecUon of the sprinkler ads,er, Ensure the valve Is closed. Note: Install a pressure gauge at the manlfuld location, You must take a pressure reading from this gauge during the flow test, 6, Ensure that you have Installed the proper sptinkler orifice adapter to the bottom of the flow verification kit. 7, Pressurize the system to its working pressure. 8. Open the valve and bleed air from the system. 9, Close the valve completely. lO. Record the static pressure reading on the gauge near the manifold, :[[. Open the valve and start a tlmer or stapwatch. Flow water fur one minute and record the number of gallons In the bucket. If the minimum volume of water is reached as indicated on the sprinkler plan before one m[nuta has elapsed, the test may be stopped as the flow rate exceeds the requirements. :[2. Comparo the results with the gallons per minute required on the sptinkler data sheet. Test results must equal or exceed the required flow for proper operation and warranty coverage. :[3. Pull all Teflon tape off detached sprinkler, J.~-. Apply new Teflon tape to the threads of the spunkier (three wraps). :[9. Using the appropriate sprinkler wrench and following the spflnlder Installation Instructions, carefully Ughten the sprinkler head Into the sprinkler adapter. You should obtain a leak-tight connection with a maximum torque of J.4 E.-Ibs. to 2J. ft.-lbs. (apprex[mataly 2 tums past hand tight). Do not over-tighten. :[5. Once you have verified the proper flow rate, fill out the Flow Test Verification form and fax to Uponor Technical Services Department at 9S2.997,:[73~. Keep a copy for your own records, The AH3 may also rsqulre a copy. Standard Riser Assembly In a multi-purpose system a single contra[ valve controls both domestic and fire safety needs (see Flguce FOOl-g), Uponor Warning Sign2 Main Fire Sprinkler Shut-off Valve Figure F001-9 Warning Sign The Upenor AquaSAFE Homeowner Handbook and a red warning sign are provided with the sprinkler design. The rod warning label edvises the homeowner that modifications to the system should not be made wlthoat consulting a fire pretastlon specialist. Leave the homeowner handbook In the home and affix the warning sign adjacent to the primary shutoff valve (see Figure F001-10). Figure F~OI-lO Xmporbaot: The warning sign must be affixed adjacent to the main shutaff valve per NFPA 13D requlrements, if a replacement warning sign Is needed, please contest the Upenor Design Department. Connect Plumbing Runs TO feed plumbing fixtures, Install a PrOPEX brass tee In the AquaSAFE loop. From this tee, you can feed Uponor AquaPEX tubing into a multiport tee to supply cold water to multiple fixtures, or you can Instal[ a dedicated run to supply an Individual fixture. Ensure plumbing runs have been plugged to allow pressure and flow vefiflcstlon tesUng. Optional Multipurpose Flow Switch Use when needed to activate an electrical alarm, send a signal to a monitoring company, or send a signal to other devices upon activation of fire sprinklers. Refer to flow switch manufacture for supporting flow switch. Typical pEX connection method (see Figure F001-:[1). Uponor AquaPEX Tubing -- ProPEX LF Brass Male Threaded Adapter Flow awlt=h By Other Figure F001-11 Residential Sprinklers Only National Sanitation Foundation (NSF)-Ilsted residential fire sprinklers are compatible with AquaSAFE Flre Safety systems. Note: Ensure that all sprlnlders are Installed within their listing limitations. Add[tldnaliy, ensure that the Uponor Sprinkler cabinet that remains In the home contains sprinklers identical to those instal[ed in the system. DO not stare sptinlders In areas that may experience excessive heat (over 100°F/ 37.3°C). Sprinkler ~ablnet Uponor recommends installing an Uponor Sprinkler Cabinet near the main wa~er shut-off valve. Keep et least one spare sprinkler of each type In the cabtlnst fur easy access to replacements. Check local cede requlrementa for any additional spare sprinkler or cabinet requlrementa. Caution: Do not store sprinklers In areas that may experience excessive heat (over lO0°F/37,3~C). Lead-free Flat Concealed Assembly Sprinkler Placement Caution: Do not paint over the sprinklers cover plates, Paint may interfere with the heat sensitivity of the sprinkler, and disturbances may damage the sprinkler. LU SHEET DESCR][PT ON FIRE SAFETY NOTES, DETAILS, AND TABLES SHEET NUMBER FO01 I ! I 2 3 4 5 G '/ & ~ I0 II 12 13 14 15 IG I'/ I ,, /~ ~~~ / ~ PATRICK T~ANOR , ,,, ~ G~ND VIeW DRIV~ RECEIVED ~ ADDITION AND ,,7~ RENOVATION5 / NOV :/ BOARD OF APPEALS ~ D~WlN~ TITL~ I III SEE DEC~LON ~ ~ THIRD FLOOR SCHEME 2 SCAm~ u4,,=u-o,, I 2 3 4 5 G 7 & 9 I0 II 12 13 14 15 IG 17 5 ~ ~ ' ALCONY . DETAIL ~~ % '~ REDUCE NUMBER O~ 5UfiPOLK COUNt, NEW YO~ ~ 2'~4" CLG ~015T5 .... I 5~RVICE AND ~ ~ ~ ~P~CE ~IBTING WINDOW5 WITH T~E AECHITE¢, INfiRINGfiMENT5 WILL 1000- I 4-02~3.20 ~x ,[ ' ~ MATC~ ~IBTING AND PIT INTO EXISTING ~CE~ SCALE: 1"=30'-0" PLUMBING, AND TI~ ~ ~ CLO5~ CL05~ U5UKROUNDJNG, ~ ~ ~ ~ ~ ~ PATRICR TREANOR , / /~X /~X : ~MO~WALL ~ P~OJE~TIT ~ P~ME ABOVE WITH : ~_ / L % ~ ~ LIVING ~OOM _ _~ I ¢/ ~ 3'O"xSO'~J ODCONC,~ / I / '% ~__ ~ ~IDTING~OUNDATJON ~/ tO~NO~SOUiHOL~ ~ ~ ~WFO~A~P~SO~, ~ 51TE PLAN AND ~ L I ~ N~ ~OUNDAT,O. _- I ~ '1 ~, i UNLESSACTING UNDER~ ' / DESCRIBED tN AC~RD~ PAATIAL (P*ONT ENTAY) ~oA~: ,,*': H-O" ~XiBTiNg ~O~PT Aa NO"T[P ,CA~: ,/*'=,'-o" 't~jC K J H G E D C A. , N~ G~55 DC ~ %P~OVID~ ~ ~ TOMrR,MATCHAND FINIcal5 fl'lNG (2)2"x I0" ~ I NZWWINDOWTOMATC~ ~I6TING ~ II o: I ~ ¢ / ~ ~ ~ ~ __F %~' LINEN I CL05~ ~ ~ ~ AND HOOKUP~ I -- -' ~ ~ / --ii I I [ ~ BATHROOM .~w ~*~o* ~ PATRICK TRRANO~ eALCONY ~ GRAND VIEW D~JV~ ~ ~-' / ,2.~ HT. NEWSLIDING ~ ' TOMATCH*ISTING, LpKOVlUd ~' Z/// 5ANDWALL ~ ADDITION AND Aa INDICA~D. INDICAT~ WAL~ TO aD DEMOLISHeD K J I 2 3 4 5 G 7 & 9 I0 II 12 13 14 15 IG I'/ I SACCO~V : PATRICK T~ANOR 5LOVE/I/~'y ~, u ~ GRAND VIEW DRIVE ~ ORIENT, NEW YORK ~~ ~ ADDITION AND , RENOVATION5 , SCHEME 2 NEW CONSTRU~ION WITHIN ~ISTING RO0~ ~CEPT AS NOTED m UNESS ACTING UNDER ~ ITEM ON THIS DRAWING 1015 K J I-'1 G D C A I 2 3 4 5 Co '/ 8 ~ I0 II 12 13 14 15 lC:, I'/ ' ~ CONSTI~UCTIO TO !~ BE PR~ECUTED, / .... MATCH ~ISTING ~ PATRICK T~EANO~ , ~ G~ND VIEW DRIVE ~ O~IENT, NEW YORK PROPOSED 5. WEST ELEVATION REAR AND · RENOVATION5 ~IST[NG ~CEPT A5 NOTED ~-~ SOUTHWEST ~ ELEVATION K J G F E D C A I 2 3 4 5 G '/ & ~ lC) II 12 13 14 15 IG 17 L L PROVIDE AND CUT IN NEW WINDOW5 A5 5[-LOWN. PATCH A5 ?RO?OSED 5. EAST 51DE ELEVATI?NG LEET SIDE EXISTING EXCEPT A5 NOTED ©2010 PATRICK. TREANOR GP-.AND VIEW Di~IVE ORIENT, NEW YORK, ADDITION AND RENOVATION5 DRAWING TITLE 50UTHEADT ELEVATION DATE 5GALE 1/4"= I '-0" 15SUE JAN,04, 201 I DRAWING NO, R~E, NO, 1015 iT IS A VIOLATION OFTHE LAW FOR ANY pERSON, ARCHITECT, TO ALTER ANY ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED SEALED~ AND I 2 3 4 5 6 '/ 8> 9 I0 II 12 13 14 15 16 I'/ _ ~ eao,o 5x, I · SLO0~ ~ '1 ~ CLIENT / OWNE~ p/ COLUMNS WITH N~ ~ PATRICK T~EANO~ ~ ~ G~ND VIeW ~ ADDITION AND . RENOVATIOND PROPOSED N. W E 6 T 5 I D E E L E V A T I O N ~ ~ NORTMWE6T R~GHT 5(DE 5CAL~: ]/4"= ILO" IT IS AVlO~TION OFmE ~ fiLfiVATION I 2 3 4 5 G 7 8) 9 I0 II 12 13 14 15 lC:, I'/ K, J E LEVATI O N ELEVATION ELEVATION E LEVATI 0 N Id G F D(15TING ?ANT P-,.Y AP-,,EA PATRICK TREANOR GRAND VIEW DRIVE ORIENT, NEW YORK D ADDITION AND RENOVATION5 C IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSEG ARCHITECT, TO ALTER ANY ITEIVi ON THIS DRAWING IN ANY WAY, ANY AUTHORIZED ALTERATION I~UST BE NOTED~ SEALED, AND DESCRIBED IN ACCORDANCE W~TN THE LAW, PANTRY D~TAIL JAN,04, A 2 4 5 7 ,5 I0 II 12 13 14 15 IG I'/ ISSUES / ~IVISlONb 4b, PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, CLIMATIC AND GEOGRAPHIC CRITERIA HVAC SYSTEM TO HEAT AND COOL lhlE LIVING bEACh5 GROUND SNOW LOAD 20 ESE (PER PIG ~30) .2 (5) RON~) R~DIDENTIAL COD~ NEW YOR~ 5TAT~ 15 aOL¢'' NECESSAry TO COMPLETE THE WO~, D~DIGN LOAD CALCU~TION5 (UNIPORM LIV~ LOAD5) CO~N~ 5TUD ~, TNd ~E OP CONSTRUCTION 15 ~ V (B), 45, ALL FIXTU~5, ~AUCETD, AOOEaaORI~5, ~0. 5HALL ~M5 OTHER THAN 5L~EPING 40 PSI (P~R TABLE ~01,5 RCN~) ~ [ ENDWALL ~CONNECTdD TO 4. ALL WO~ DHALL CONPO~ TO THE ~QUI~MENT50P THE 2007 CONPORM TO TPIE NEW YO~ 5TATE ENVIRONMENTAL BLEEPING ~OOM5 30 FEi (PE~ TABLE ¢0 I, 5 RCNY5)~ -- T~ND~ 5HEAR GEIEMIC DESIGN CATAGORY e, 47, THE CONT~OA SHALL OBTAIN, SUBMIT, AND rAY FO~ NAI LING SCHEDULE LOCATION LIVE D~AD DEF~ LIMIT INEPE~ION5 A55 REQUI~D BY LOCAL, 5TAT", AND HOLDDOWN A~IC (NON 5TORGE) 80 ~. I0 daGO TO0~, AND 5ERVICE5 N~CEEDAKY AND ~EQUI~D FOR RO0~ F~MI NG AND DTANDA~5, ON THE AFPLICAD~ D~WING5 AND AD NO.ALLY WALL ~RAMI NG ~ : · i3, ALL WINDO~ TO DE THB~AL INSULTED LOW-E G~55, ~TH ARGON G~, SPeCIfIED IN THIS ~E O~ PROJE~ AND INCLUDING TOP PLATE TO TOP P~TE (~ACE-NAILED) 2-I Ga PER ~0~ ~ _ COMPL~e THE WOR~, TH~ ~LL 5E INETALmD, JOIDT ON LEDGE TO B~M COZ-NAIaD) 5-Sa PER JOIST '7, CONT~OE 5'ALL DO ALL PATCHING R"QUI~D DUE TO REMOVAL 51, ALL WOAA ON T~ 5LE~BCAL 5YDT"M 5HALL DE BAND JOIDT TO JOIDT (END-NAILED) 3-~ ~"""O'aT CAOD5 5 ECT{O N E N g VIEW oF ~IDTING WO~ AND/OB INETAL~TION OP N~ WOR~, FEE~O~ED DY OR UND~ THE 5UPERVIEION O~ A DAN P JOIDT TO 5ILL OR TOP P~T, ¢05-NAILED) 2-I¢~ FEB ~0~ MA~, 25, 20 II A5 N~C~DDARY DU~NG DEMOLITION AND CONETEU~ION, NOT ACCEPTABLE, ALARM5 5MALL BE INSTALLED ON ' THE ARCHITE¢, INP~INGEMENT5 ~LL 23, CONT~OR 5HALL PR~E~ ~IETING 5~VIC~5 TO ~MAIN AND 5~ALL EAC~ ~V~L ON WHICh 5L~EPING QUA~TE~ A~ WALL SHEATHING . '%~ ( B~ P~OEECUTED, LA~CH 5TRUCTU~L G~DE NO,2 OR B~R PLO0~ SHEATHING ~ ALL ~E~IOR NAILD 5HALL B~ GALVANIZED, 5 ~ PATRICK TKEANOK L ALL ROOF ~ER5 6HALL BE A~ACH~D TO THE F~TE AND 6TUB WITH = ~ ~ ORIENT, GALVANIZED HURRICANE ~5 CONNE~O~ aY '51MPDON" OK APPROVED ~ = 4 EQUAL, PO~ TIMBE~ PILE ~OUNDATION5, PR~ID~ HURRICANE CLIP5 AT ALL ~ AND CRICk5 5~ALL DE ALUMINUM, ADDITION AND oP SLOPED AND V~RTICAL DURGACEE, ~Cd~ 5TEE /]~ ~ ~ . RENOVATION5 ~IT" MANUEACTUBEArD 5FEOI~ICATION5 AND U ELI ~ CON N ECTION5 1015 Iq J Id D C A I 2 3 4 5 G '/ & 9 I0 II 12 13 14 15 IG 17 G~ND VIEW DRIV~ ORIRNT, N~W YORR ADDiTiON AND RRNOVATION5 G~OUNDELECT~iCALFLOOR K J H G F E D C B A ~ ~ ~ TH~SE ~N5 A~ AN INSTRUMENT ~ PATRICK TREANOR ../'/~ ~ ~ G~ND VIEW DRIVE ~ 'x ~ ORIRNT, N~W YORK ' '~ _ ~ -'5 2ND ff L O O R '- -- ~ ADDITION AND ~om ~ENOVATION~ ~ ~ OUTLET5 A5 NECESSARY, ~ISTING ~CEPT A5 NOTRD ~ 2ND ¢ 3RD FLOOR ~ RLECTRICAL K, J Id G i= E D C A I 2 3 4 5 G '/ 8 9 I0 II __12 13 14 15 PLAN SITE SCALE: I '=30'-0" EXISTING ~ZCEPT A5 NOTED vo~ \q BASED ON SURVEY OF PROPERTY AT ORIENT TOWN OF 50UTHOLD SUFFOLK COUNTY, NEW YORK 1000- 14-02-3,20 APRIL 2Q, 2005 MUD ROOM / L~UNDRY R.M, CLOSe' CLOD~' CONC, 50NOTUBE EZ_-ZZ Z-Z-_- ZZ3 *EG~OUND PLO*PLAN FO. ~~ FOOTING LOCATIONS, ST , _.-.-~-~ .,,._,,o,, ~) G IL:~O-U N E)" kI=LC PAPCi IAL (PI<ON I EN I IKY).,.-~ ~ ~ ~'~- .... ~I5T~NG EXO=PT A5 NOTED ~_ ~ ~--~ =~A T I O N~ P L A N Ca I= O0 PLA ALCONY ETAI L ABOVE AT 50FFIT HEIGHT ~,,1~1=~-- , ~ d uP APPROVED AS NOTED OTIFy BUIL[',NG DEPARTMENT AT ':,5-1802 8 AM TO 4 PM FOR THE OLLOWING INSPECTIONS- I FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2 ROUGH FRAMING, PLUMBING, STRAPPING ELECTRICAL ~ CAULKING 3 INSULATION 4 'FINAL. CONSTRUCTION & ELECTRICAL MUST BE COMPLETE FOR C O, ALL CONSTRUCTION SNAIL MEET 7HE REQUIREMENTS OF THE CODES OF I~EW YORK STATE NOT RESFON~ F(~R DESIGN OR CO~811~J~llOR ~ COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED ~[~%COND;T;ONS OF ~ ~UTHOLDTOWN ZBA / SOU~LD~b~,NNIN~ BOARD SOUTH S~EES / FAMILY ROOM MATCH EXlBTING 5URROUN DING, LIVING ROOM / WINDC)W5 ~ AND WALL PROVIDE SECOND WINDOW TO MATCH EXISTING ~LOCATED A5 INDICATED, / INDICATED NEW WALL5 EZZZZZZ--'-ii~ PLUMBING , wASTE TESTING PL ~.IMBEB CERTIFICATION ON L E*D CONTENT BEFORE CERTIFICATE OF OCCt~PANCY 7 7 7 ? SOLDER USED IN WA TER OUPPL Y SYSTEM CANNOT EXCEED 2/10 OF I% LEAD. SEALED, Ir¸ IBBUED / P-EVIDION5 CLIENT / OWNER OERTIFIOATION OF NAILING & CONNEOTI~)N8 REQUIRED, PATRICK TREANOR GRAND VIEW DRIVE ORIE ELECTRICAL INSPECTION REQUIRED ADDITION AND RENOVATION5 DP. AWING TITLE 51TE PLAN AND GROUND FLOOR PLAN DATE BCAL~ Al 1015 K J M G F E D C A I 2 3 4 5 6 '? & cD I0 II 12 13 14 15 16 17 ~LOCA U6 AND ON AND FIN[ShI:5 ~ P~ O~E~. MAST~ROOM ¢ i / I ~ I f , ( 3L k GM P - - R '.M( ~ ~ ~TIN¢ RELOCATE ~ I ~ AND D~IN ROUGH N ~B~ ........ ~1 BALCONY :X¢ ~ ~ PATRICR TREANOR NZW ~ ) , ~ . G~ND VIeW DRIVE w /-- G~5 DO0~ TO MATCH ~ISTIN* W ~ENOVATION5 ~ SECOND FLOOR DiReCTION OF ~: L CENSED DA~'~/,,)] n., .,m=l SCALE K J H G E D C D A I 2 3 4 5 4 '/ 8 ~ I0 II 12 13 14 15 14 17 ~ %.,:;~ ~ I I L ffi PATRICK TREANOR ~~ I~ G~ND VIEW D~IVE NEW YO~ X5 ~ ~P~CE ALL ~IDTING ~ AEP~CE ALL ~ISTING I 5~EMSNT ~ ADDITION AND PROP05~O ~ISTING ~CEPT AB NOTED - Ts~~ 3 2 4 5 -/ 8 I0 II 12 13 14 15 I'/ o"b-~ · ~ N~W ....... ~iLiNG, , ~~ . ~ X / ~ PATRIC~ T~EANOR /, / ~ G~ND VIEW D~IVE ~,, '~,,/ ~ O~IENT, N~WYORR 5. W~ST ELEVATION ~' ADDITION AND · RENOVATION5 EXISTING ~CE~ A5 NOTRD ~ ~OUT~T ELEVATION '~,~/? "" ~ K J Id C 15 A D G ,- F, BovrD~ AN~ CUT IN AD 5hlOWN,~) ~ HANDBALL TO BE ~ PATRICK TREANOR ~ G~ND VIEW D~IVE ~ ORIENT, NEW YO~ ~O~05ED '~ 5. EAST 51DEELEVATION ~ 5~LECTED BY O*E., LEFT 51DE ~cA~, I/4"~ i,-o', ADDITION AND ~XISTING ~CEPT A5 NOTED , RENOVATION5 ~ 50UTHEAST ~ ELEVATION DIRECTION OF A L~CbNSED ~ DAT~,,{AR~.n ,~* ~i~,~ SCALE I 2 3 4 5 G '/ 8 9 I0 I 12 13 14 15 IG I'/ r ~ I ,/ ~.lo~, i Lil COLUMND WITH N~ '~ I ; , _ i, ~,~, I, ~ . ~A~c~ T~ANO~ rboo~ ~ G~ND VIEW DRIVE ~ -- ~ ORIENT, N~W YO~ . R~NOVATION5 PROP05~O N. WEST SIDE ELEVATION ~ ~L~VAT[ON LAW FO~ AF~Y P~2~SO~q,~ DAT~,~ 2 ~ ~f/~ ~CA~ ~ }015 K J H G I 2 3 4 .5 G '/ & ~ I0 II 12 13 14 1.5 lC:, I'/ E LEVATI 0 N '%, PANTRY AP-,,EA 4 1/2" ELEVATION ELEVATION ELEVATION IT IS A VIOLATION OF THE LAW FOR ,Ably PERSON~ UNLESS ACTING UNDER THE 155UE5 / ?ZVISION5 CLIENT / OWNER PATRICK TREANOR GRAND VIEW DRIVE ORIENT, NEW YORK ?P-,OJECT TITLfi ADDITION AND RENOVATIONS PANTRY DETAIL A? 1015 J I 2 3 4 5 G 7 8 cD I0 II 12 13 14 15 lC:> I'/ 43, pI~OVIBE ALL LABOI(, MATERIAL5, TRANSPORTATION, CLIMATIC AND GEOG~PHIC CRITERIA ~QUIPMENT AND 5EEVICE5 NEC~SARY TO PROVIDE A RESIDENTIAL GENE~L NOTE5 AS~QUIR=DBYTHED~WINGDADDPdOIFIEDNE~IN' WINDSPE~D 120MPH (P~RFIQ. R301 2 (4) RCNYS) NdCE55ARYTOCOMPLETEThlEWO~, DESIGN LOAD CALCU~TIONS (UNIFORM LIVE LOADS) 5~I~MIC B~I~N CATAQORY D, 47. Tn~ CONT~CTOR ~NALL OBTAIN, 5U~MIT, AND PAY FOR NAILING SCHEDULE 13, ALL WlNPO~ TO BE T~ERMAL INSULTED LOW-E G~5, W~TH ARGON 6~, 5P[ClF[[DcoNNE~iONsIN THIDTo ~EP~lOUsLyOP PROJE~iNSTALLEDAND INDLUDING TopTOP P~TEsPLATE TOATTOPiNTE~E~iONDP~ (PACE (FACE-NAILED)NAILED) 4-2-II GdCd JOlaTPER FOOTEA,51DE O~ ~ISTIN6 ~ORK AND/OR INSTAL~TION OP NEW WORK, PE~FO~=D ~Y OR UNDE* TH~ SUPERVISION OF A BAND JOIST TO 5ILL OR TOP P~TE ¢OE-NAILED) 2-lcd P~ FOOT MA~, 23, 2 l, CONT~O~ 5HALL OEMOLIS~ PART50P EXISTING ROOF A5 N~C[55ARY, CONNE~ED TO THE LIGHTING CIRCUIT5 ~TH NO AND REMOVE DE5~5. INTERVENING WALL 5WITCH, UNE CORD-CONNECTED, CEILING ~MEATMING 23, CONT~¢OR 5HALL pRO~ ~ISTING SERVICe5 TO ~MAIN AND 5HALL EACN L~VdL ON WEJCH SLEEPING QUAR~ A~ WALL SHEATHING 24, PROVlO~ ALL ~BOR, MATERIAl, T~NSPORTATION, EQUIPMENT AND ~L~CAL COD~ Or NEW YO~ 5TA~ AND THE 7/I G" GP 3'~DGE / G" tidED z LAKCH 9TRU~L G~DE NO.2 OR B~ER, FLOOR SHEATHING A~ ~o~ ~Al~ 5~A~ ~ eALVA~IZ~, ' ! PATAIC~ T~ANOA AND Gd NAIL5 ~12" O.C, INTEmEBIATE. JOIST 32. P~SHING AT AOOF CONNECTION~, VALe, CMIMN~ ADDITION AND AND C~C~5 5HALL BE ALUMINUM, ~3. 5~P FL~HING 5HALL BE USED AT ALL INTE~E~ION5 RENOVATION5 OF 5LOPED AND V~RTICAL 5U~ACES, ~CE~ 5T~P ~ ~ ' r~SHING AND CONNER- AND CAF- PLASHING 5HALL BE US=D AT iNTE~ECTION OP KOOF AND CHIMN~, AND NOTE5 PANEL 51ZE5 " 1015 K J H G F E I 2 3 4 5 G '/ & cD lO Il 12 13 14 15 IG I ,¢~C~/,, ,, ; ~ T. ESE P~N5 A~ AN INSTRUMENT Off I - - - ~ GRAND VIeW DRIV~ I ~ ORIENT, NEW YO~ , ~ ~ ~ ,~¢~" ADDITION AND I . ~NOVATION5 G~OUND ffLOO~ EXIDTING ~CEPT A5 NOTED J I 2 8 4 5 G '/ 8 S iO ii I? 18 14 15 I~; ,/ ~ '~ ~r, · .. ]w qO I ! ~ CLIENT / ~NER I ~ ~ ~ ?ATRICK TREANOR - ~ ! ~ GRAND VIEW DRIVE , _ ~ j ~ ORIENT, NEWYO~K ADDITION AND *IOTZ, RENOVATION5 ELECTRICAL ~ISTING ~CRPT A5 NOTED ~ 2ND ~ 3RD PLOOR ~ ELECTRICAL K J N G E D C A