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HomeMy WebLinkAbout33792-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEP~-RTMENT office of the Building Inspector Town Mall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33761 Rte: 06/05/09 T~IS U~TIFIES t~at the building NEW DWELLING Location of Property: 13007 OREGON RD (HOUSE NO.) (STREET) County Taxx ~ap No. 473889 Section 83 Block 2 CUTCHOGUE (HAMLET) Lot 11.14 Subdivision Filed ~ap NO. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in t~is office dated APRIL 4, 2008 purs%u]nt to which Bnilding Pezl~it No. 33792-Z dated APRIL 4, 2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED ENTRY PORCH, SCREENED PORCH, SUN ROOM, TRELLIS COVERED TERRACE AND SECOND FLOOR DECK AS APPLIED FOR PER ZBA ~6209 DATED 11/13/08. SEE CONDITIONS 1-3 OF ZBA DECISION. ~e ce~ciflcate is issued to MIC~L~L g~JDGE & ELLEN COSTELLO (OWNER) of the aforesaid building. SUFFOI~ COI~Y DEPAR~T OF ~{ ~PRO%5%L R10-05-0216 04/29/09 EI~-r~ICAL U~TIFIC3~TE NO. 3021267 05/07/09 PL~ER~ CERTIFICATION DA'r~3 05/04/09 MATTITUCK PLUMBING orized Signature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD ~ BUILDINGDEPARTMENT 111 ]~ ~ (~ I~ II ~V/ ~ ~ APPUICAT]ON FOR CERTu~'!¢ATE OF-O¢¢UP~~ This application must be ill]cd in by typewriter or ~uk and submitted to thc ~uilding ~~"J A. ~or new building or new use: I. Final sur'~e¥ of propert~ with aecutate location of all buildings, prOPerty lJ~es, streeLs, and unusual natural or topographic features. 2. ~in~l Approval from HcaRh Dcpt of ~ater supply ~md sewerage-disposal (8-9 fo~). 3. Appzo~l of e]¢ctdea] insta]latiun f~om Boazd of ~ire U~dcrv~tcrs. 4. Sworn statement f~om plumber certifying that t]~ so]der used in system contains less than 2./10 of 1% lead. 5. Commercial bnilding, indnstrial bnildiug, multiple residences mzd simila~ bnildi~s and installations, a certificate of Code Compliance from m-c~tect or engineer responsible for ~c bnild~g. 6. Submit Planning Board ApproYal of completed sit~ plan requh'ements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I. Accurate survey of property showing ali property lines, streetS, building and~unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy ~s denied, the Building Inspector shall state the reasons therefor in writing to thc applicant C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pm-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 $15.00 ~/ Old or Pre-existing Building: House No. New Construction: Location of Property: Date. (check one) _ OwnerorOwnersofProperty: ~ ~ (_~F~C,.~__~ %'~o~xO,.~ Suffolk County Tax Map No 1000, Section Block Subdivision Filed Map. Lot: PermitNo. 3~qq~, DateofPemfit. /-//C~f0~ Applicant: (.~C~fiC[~'~{l~ Health Dep~.~plroval: 9 ~ Underwriters Approval: ~ Hamletk~ Planning Board Approval: Request for: Temporar~qificate Fee Submitted:$ ~ ~"~-~ Final Certificate: (check one) · ~' .~p~pl~ant'Si'~ture 7o~r! Hall, 53095 Main Road PO Box 11'79 'k.x:,_,!: N¢~ York 11971.0959 BUILDINg'DEPARTMENT TOWN OF SOUTHOLD Fax (631) 765 9502 Telephone (631) 765 :~ CERTIFICATION Buildin~ Pen-nit No, Owner: Plumber; (Please print) Icad I certify that the solder used in the water supply system contains less than 2/10 of 1% S',vom to before me this 7 day, oI')'~'~/ , 20~,~ (P [~:I:~ g~ atu re) County DEN[SE KING Ngtau~ Pu;dic, State of New York R, qist: atJon #01 KI604175? Ot,ah~¢od ir, SL)ffo[k County BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD Of FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by JIM SAGE ELEC. INC. MICHAEL JUDGE PO BOX 38 13007 OREGON RD. GREENPORT, NY i 1944-0038, CUTCHOGUE, NY 11935 Located at 13007 OREGON RD. CUTCHOGUE, NY 11935 Application Number: 3021267 Certificate Number: 3021267 Section: 83 Block: 02 Lot: 11.10 Building Permit:0 BDC: nsll Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Third Floor, Detached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the7th Day of May, 2009. Name QTY Rathe Rating Circuits Type Alarm and emergency equipment Sensor 4 0 0 Carbon Monoxide Appliances and Accessories Air Conditioner 5 0 Above 1500 Compactor 1 0 1 H.P Dish Washer 1 0 1.2 KW Exhaust Fan 6 0 F.H.P Furnace I 0 Oil Pump Motor 1 0 1 H.P Water Heater 1 0 4.5 KW Miscellaneous 1-50a steam unit Panels 1 '100 13 1 100 27 Service Service Disconnect: 2 150 cb ServicelPhase3w Service seal Rating300Amperes Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by JIM SAGE ELEC. INC. MICHAEL JUDGE PO BOX 38 13007 OREGON RD. GREENPORT, NY 11944-0038, CUTCHOGUE, NY 11935 Located at 13007 OREGON RD. CUTCHOGUE, NY 11935 Application Number: 3021267 Certificate Number: 3021267 Section: 83 Block: 02 Lot: 11.10 Building Permit:0 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Third Floor, Detached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on theTM Day of May, 2009. Name QTY Rate Rating Circuits Twe Wiring And Devices Dimmer 55 0 120 V Disconnect 1 0 31-100 amp Fixture 13 0 Fluorescent Fixture 126 0 Low Voltage Fixture 129 0 Incandescent 80 0 ft Lighting Track Outlet 217 0 Gen, Purpose Outlet 268 0 Fixture Paddle Fan I 0 Receptacle 19 0 GFCl 135 0 Gem Receptacle Purpose Swilch 74 0 Gert, Purpose seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33792 Z Date APRIL 4, 2008 Permission is hereby granted to: MICHAEL JUDGE & ELLEN COSTELLO 189 E LAKE SHORE DRIVE 4W CHICAGO,IL 60611 for : CONSTRUCT 1 FAM. DWLG AS APPLIED FOR PER SCHD APPROVAL AND NJ LETTERS FROM DEC AND TRUSTEES. HOUSE ONLY. THIS PERMIT REPLACES BP 31942. at premises located at 13007 OREGON RD County Tax ~ap No. 473889 Section 083 pursuant to application dated APRIL Building Inspector to expire on OCTOBER Fee $ 2,556.80 CUTCHOGUE Block 0002 Lot No. 011. 014 4, 2008 and approved by the 4, 2009. Rev. 5/8/02 ORIGINAL Mailing Address: !20. Box 1547 Riverhead, NY 11901 CHARLES R. CUDDY ATTORNEY AT LAW 445 GRI FFING AVENUE RIVERHEAD, NEW YORK TEL: (631) 369-8200 FAX: (631) 369-9080 E-mad: charles.cuddy@verizon.net July 25, 2008 Damon Rallis, Permit Examiner Building Department Town of Southold PO Box 1179 Southold, NY 11971 Re: Michael Judge and Ellen Costello-13007 Oregon Road, Cutchogue, New York Dear Mr. Rallis: Pursuant to our conversation, we are enclosing a Building Permit application for the third floor of the Judge/Costello home. As previously indicated the home is sprinkled throughout and this finished attic area is to be used as an office by Mr. Judge. Please proceed with review of this application. Very truly yours, Charles R. Caddy .... ~7~ CRC:ik Enclosures TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ~ FIRE SAFETY INSPECTION ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~' ~''('~' ~ ''~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INSULATION _ [ ] FRAMING/STRAPPING N'FINAL ~, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: fi~/~ ~-~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING ~'FINAL []FIREPLACE&CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST ['~OUGH PLBG. ~r~ [ ] FOUNDATION 2ND [ ] INSULATION / [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS. ~-~ l,-~./~ DATE INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [~FOUNDATION 1ST [ ] ROUGH PLBG. ['~FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: INSPECTOR "~' ~ DATE INSPECTION ~FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] ROUGH PLBG. ] INSULATION ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REM~ARKS: l'~ ~~~ ~ DATE FOUNDATION (1ST) FOUNDATION (2ND) ROUGH lcRABIING & PLUMBING INSULATION PER N. Y. STATE ENERGY CODE ' / / ADDITIONAL PROFESSIONAL ENGINEER 1725 HOBART ROAD / PO Box 616 SOUTHOLD, NEW YORK 11971 TEL: 631.765.2954 · FAX: 631.614.3516 · e-maih joseph@fischetti.com Date: Reference: March 20, 2009 Costello/Judge BP33792 Southold Building Dept PO Box 1179 Southold, NY 11971 Dear Sir, I have inspected the fire caulking during my roughing inspection of the main house. I certify the areas inspected, to the best of my knowledge, were completed in accordance with New York State Code. Joseph Fischetti, PE MAR 26 2009 BLDG, DEPT. TOWN OF SOUTHOLO PROFESSIONAL ENGINEER 1725 HOBART ROAD / PO Box 616 SOUTHOLD, NEW YORK11971 TEL:631.765.2954, FAX:631.614.3516 · e-mail:joseph@fischetti.com Date: Reference: February 12, 2009 Costello/Judge BP# 31942&33793 Southold Building Dept PO Box 1179 Southold, NY 11971 Dear Sir, I have completed the following inspections during the construction of the above referenced home. I certify the areas inspected, to the best of my knowledge, were completed in accordance with the submitted plans and in accordance with New York State Code. Rough Framing of main house and detached garage Rough plumbing inspection and pressure testing of waste and supply lines for the Main house and garage Insulation inspection of Main house and Garage. James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen John Holzap fei Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 1,2006 Mr. Thomas C. Wolpert Young & Young 400 Ostrander Ave. Riverhead, NY 11901 RE: MICHAEL JUDGE OREGON RD., CUTCHOGUE SCTM#83-2-11.10 Dear Mr. Young: The Southold Town Board of Trustees reviewed the survey prepared by Howard W. Young last dated January 23, 2006 and determined the proposed construction of a single-family dwelling, garage, and swimming pool and pool house to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 97 and/or Chapter 37 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. Examined Approved Disapproved a/c TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ IZ'q 20__ Expiration ,20___ PERMIT NO. 93 T qoT- ~gu,ldm~, Inspector BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning ~ approval Survey Check~ o) 3/ra~' Septic Form N.Y.S.D.E.C. .~. Trustees Contact: Mail to: 10~,~,~-~t.r A- Phone: {'f,~ I'3 APPLICATION FOR BUILDING PERMIT Date A'~P-,~/-- , 10. q ,2006 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the BUilding Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas; and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to adm/t authorized inspectors on premises and in building for necessary inspections. (Signature of applicant ox: name, ~i'~ corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Nameofownerofpremises t'vg,~/4,~t_ zro~Q~ (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. t~ I ~ Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section fi3> ~ Block C)o~ Subdivision Filed Map No. (Name) Lot '"~/0 II. tO Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy Nature of work (check which applicable): New Building X' Addition Repair Removal Demolition Other Work 4. Estimated Cost Fee Alteration (Description) (To be paid on filing this application) 5. If dwelling, nmnber of dwelling units~Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Height M[,~- Number of Stodes Rear Depth 8. Depth 9. Size oflot: Front ~1.77'-O" Rear 9..TD'-~/V~'' Depth 7Oq'-3"*-- Dimensions of same structure with alterations or additions: Front t~'//~r Rear ,~/~- Depth t~//~- Height ~/~. Number of Stories Dimensions of entire new construction: Front ~7 LO" Rear ~)0'- II * t.~7 Height ~K)'- F-," Number of Stories 'F'~o 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 X~ NO Will excess fill be removed from premises? YES__ 14. Names of Owner of premises t~lzr_~ll~,_~'~_!;~Address ~.ff7 ~.~,'~ '~ s~, ~Phone No. Name of Architect l~:>,~ol.. ~ ~".~a~- Address .... Phone Name of Contractor t'q~,t~, ~'~g~,~o Address ,,~o~o,~,,~i~--'~¢ u~s~. 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 wetland? * YES A' 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. STATE OF NEW YORK) SS: COUNTY OF ) ~'~o~,'~t'w A. l~'/-trr~,'~(~ being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ~-~O'1'- 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 tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this q:,gL/Let, dayof (.~C~ 20_6_~9 /- o P.blic / / '~L~'-- Sigi~a~ till( o~f A(~i~ APPEALS BOARD MEMBERS Gerard P. Goehringer, Chairman Ruth D. Oliva James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman Mailing Address: Southold Town Hall 53095 Main Road · P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, Noah Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTItOLD Tel. (631) 765-1809 · Fax (631) 765-9064 . RE¢IEI ,.D v NOV 2 5 200.8 FINDINGS, DELIBERATIONS AND DETERMINATION outhold Town Cleric MEETING OF NOVEMBER 13,' 2008 ZBA # 6209 - M: JUDGE and E. COSTELLO, Applicants PROPERTY LOCATION: 13007 Oregon Road, Cutchogue CTM 83-2-11.14 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 _2008 stating that this apphcation is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 3.4313 acre parcel measuring 270 feet along the Long Island Sound to the north, 707 feet along the eastern boundary, 277 feet along the southern boundary, and 704 feet along the western boundary. The lot is improved with a single-family house and garage, as shown on the survey by Howard W. Young, L.S., dated April 21, 2005, amended January 30, 2008. BASIS OF APPLICATION: This request for a Variance under Section 280-18 is based on the Building Inspector's August 4, 2008 Notice of Disapproval concerning a new dwelling (under construction) for which a third-story is proposed for use as the owner's office rather than attic space. LWRP EXEMPTION: This application is exempt under Town Code Chapter 268. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on October 30, 2008, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: Page 2 - November 13, 2008 ZBA # 6209 - M. Judge and E. Costello, Applicants CTM 83-2-11.14 AREA VARIANCE RELIEF REQUESTED: The applicants seek a variance to allow conversion of a portion the attic above the second-floor of this dwelling to a home office thus making this three-stow construction. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials subm. itted and personal inspections, the Board makes the following findings: 1. Town Law §267-b(3)(b)(3)(1). Grant of a variance to allow use a portion of the existing attic as a home office will not have an adverse effect on the character of the neighborhood or be a detriment to nearby properties. The change is interior and will not be visible from outside the house. 2. Town Law §267-b(3)(b)(2). The benefit of a home office cannot be achieved by means not requiring a variance. There no other suitable place for a home office within the house as constructed. 3. Town Law §267-b(3)(b)(3). The proposed variance is not substantial. The new office space will be within the confines of the existing house. 4. Town Law §267-b(3)(b)(5). The need for a variance was created by the applicant when they decided to make part of the attic usable as a home office. 5. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that grant of this relief will have an adverse impact on physical or environmental conditions in the neighborhood. 6. Town Law q267-b. Grant of the relief requested is the minimum action necessary and adequate to enable the applicants to enjoy the benefit of use of a home office above' the second floor of the existing house, 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 Simon, seconded by Member Ohva, and duly carried, to ~the v~rlanc~e as ~pp~ed f°r~' subj~g C~)NDITIONS~'' /~1. Neither the home office nor any other part of the attic will be for sleeping. ~2. A comprehensive sprinkler system will be installed for egress and ingress leading to/Rom and within the third floor area. ~3. There will be no other plumbing on the third floor. Page 3 - November 13, 2008 ZBA # 6209 - M. Judge and E. Cos~ello, Applicants CTM 83-2-11.14 Cf That the above conditions be written into the Building Inspector's Certificate of ~,,._~Occupancy, when issued. 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. ote of the Board: Ayes: Members Goehringer~-A~,man)DO~va~.~)inizio, and S~mon. Member Weisman was absent. This Resol ' n was duly pt /G~D e. GOEHRINGER, CHAJIffMAN 11/?~/08 ,~Approved for filing / TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SouthoidTown. NorthFork. net ~xamined ,20__ Approved 20__ Disapproved a/c Expiration ,20 PERMIT 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 Storm-Water Assessment Form Contact: Mailto: Charles R. Cuddy, Esq. PO Box 1547, Riverhead, NY 11901 Phone: (631/ 369-8200 Building Inspector APPLICATION FOR BUILDING PERMIT ~ Date July 21, ,2008 ~ INSTRUCTIONS '¥ ~FI~iS application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector wilt 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 thc 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. (Sign~.ture o'-"~pplie~nt or name, i~a/grporation) PO Box 1547, Riverhead, NY 11901 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Agent Name of owner of premises Michael Judge and Ellen Costello (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer N/A (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1 ~flO7 Ormgnn Ro~cl House Number Street Hamlet County Tax Map No. 1000 Subdivision Section 83 Block rue~'Map Lot 11.14 Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy residential b. Intended use and occupancy residential 3. Nature of work (check which applicable): New Building. Repair Removal Demolition 4. Estimated Cost N/A 5. If dwelling, number of dwelling units If garage, number of cars t~/A Fee Addition Other Work Alteration use of the third floor as an (Description) office (To be paid on filing this application) Number of dwelling units on each floor 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N/A 7. Dimensions of existing structures, if any: Front Height Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front N/A Depth Height Number of Stories Rear 8. Dimensions of entire new construction: Front N/A Height Number of Stories 9. Size oflot: Front 277 ft. Rear 270.61 ft. Rear .Depth Depth 707.61 ft. 10. Date of Purchase Mav 2006 Name of Former Owner Louis Corse. Remina Corse. Monico Carom 11. Zone or use district in which premises are situated R-80 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO X 13. Will lot be re-graded? YES NO × Will excess fill be removed from premises? YES__ NO X Ellen Coste~o 14. Names of Owner of premises Michael Judge& Address cnxcago, IL Phone No. (312) 475-1586 NameofArchitect nav~rl ¥oloy Address sqa c,mh,-~ago ~r_PhoneNo (~17) KA7-ROO? Name of Contractor Address Cambridge. ~ Phone No. 02144 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES __NO x * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO__ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES X NO__ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Suffoll0 Charles R. Cuddy being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Agent (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 toe to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ~ ~ ~'+- day of ~AtJ.~4 20 O00 Notary Publ~/ ~VO~ ROl~q~ No~my..Publlc, 8tate of NewYo~ ~o. 01 K06088386 Qualified in Suffolk County Signature ofApplic-a~t" ~ This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, James F. King, President Board of Trustees JFK:Ims New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40 - SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0365 · FAX: (631)444-0360 Website: www.dec.state.ny.us Erin M. Crotty Commissioner Letter of Non-Jurisdiction - Tidal Wetlands Act April 7 2005 Michael Judge 247 East 71st St NewYork NY 10021 Judge Property, ROW off Oregon Road, Cutchogue SCTM: 1000-083-02-p/o 11.10 DEC No. 1-4738-03564/00001 Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that the property landward of the top (crest) of the bluff, as shown on the survey prepared by Howard W. Young, dated April 21 2005 and last revised January 13 2006, is beyond the jurisdiction of Article 25 (Tidal Wetlands Act). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within tidal wetlands jurisdiction which may result from your project. Such precautions may include maintaining an adequate work area between the tidal wetland jurisdictional boundary and your project (i.e., a 15 to 20 feet wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Ptease be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, George W. Hammarth Deputy Permit Administrator ksw CC: Bureau of Marine Habitat Protection Young & Young TO: FORM NO. 3 NOTICE OF DISAPPROVAL Charles R. Cuddy, Atty. For Michael Judge 445 Griffing Avenue Riverhead, NY 11901 DATE: August 4, 2008 Please take notice that your application dated July 29, 2008 For the conversion of attic to third floor office; Location of property 13007 Oregon Road, Cutchogue County Tax Map No. 1000 - Section 8_}_3 Block 2 Lot 11.14 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Art. XII, Section 280-18 the maximum permitted stories is 2 ½. The proposed plans show a third story office. Authorized Signature COUNTERSINK E, OLT AND WASHER AT TOP OF 4)41 2- CAULK AFTER INSTALL WOOD TRELLI,~ MEM~SER~: 4X I 2X I O- (MATCH ADJACENT TRELLIS) ~" THREADED ROD BOLT TPIRU 4X I 2 AND RUN CONTINUOUS I 2" MINIMUM INTO CONCRETE FOUNDATION WOOD COLUMNS (MATCH ADJACENT TE P-,P-.ACE) GP. ANITE PAVERS I O" CONCRETE FOUNDATION STONE VENEER (MATCH ,/ -TYPICAL each column FOLEY' Fii~IORE ARCFIITECTURE 534 Cambridge Street Cambridge, MA 02141 617.547. 8002 Job: Costello-ludge Residence Date: 24 My 2008 Revision: $K-140 DN 3~ L To~ PARTIAL BASEMENT PLAN 1" = 1'-0" ALARM PANEL5 FOLEY. FIORE ARCHITECTURE 534 Cambridge Street Cambridge, MA 02141 617.547. 8002 Job: Coste/lo-]udge Residence Date: 24 March 2009 Revision: SK-143 Uponor Wirsbo AQUASAFE Design 5925 148th Street West Apple Valley MN 55124 800-321-4739 Job Name : COSTELLO & JUDGE - One Head Building : RESIDENTIAL Location : CUTCHOQUE NY 11935 System : 070104-41 Contract : 070104-41 Data File : COSTELLO.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor Wirsbo Page 1 COSTELLO & JUDGE - One Head Date 04/09/07 HYDRAULIC DESIGN INFORMATION SHEET Name - COSTELLO & JUDGE Location - CUTCHOQUE NY 11935 Building - RESIDENTIAL Contractor - BEST QUALITY WATER Calculated By - PAUL MCCULLOCH Construction: (X) Combustible OCCUPANCY - RESIDENTIAL Date - 04/09/07 System No. - 070104-41 Contract NO. - 070104-41 Drawing NO. - 1 Non-Combustible Ceiling Height VARIES S Type of Calculation: ( )NFPA 13 Residential Y Number of Sprinklers Flowing: (X)i ( )2 S ( )Other T ( )Specific Ruling Made by E ( )NFPA 13R (X)NFPA 13D ( )4 ( ) Date D E S I G N Listed Flow at Start Point - 13 Gpm Listed Pres. at Start Point - 9.14 Psi MAXIMUM LISTED SPACING 16 x 16 Domestic Flow Added - 0 Gpm Additional Flow Added Gpm Elevation at Highest Outlet - 134 Feet Note: System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make Reliable Model RFC43 Size 3/8 K-Factor 4.3 Temperature Rating 155 Calculation Gpm Required 13.0 Summary C-Factor Used: Psi Required 39.96 Overhead 150 At Ref Pt STR Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test Rated Cap. Cap. T Time of Test @ Psi Elev. E Static (Psi) - 70 Elev. R Residual (Psi) - 50 Other Well Flow (Gpm) - 500 Proof Flow Gpm S Elevation - 100 P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Uponor Wirsbo COSTELLO & JUDGE ~ One Head Page 2 Date 04/09/07 City Water Supply: C1 -Static Pressure : 50 PSI C2 - Residual Pressure: 45 PSI C2 - Residual Flow : 300 GPM 150 D1 - Elevation : 14.725 PSI 140 D2 - System Flow : 13 GPM D2- System Pressure : 39.961 PSI 130 Hose ( Adj City ) : GPM Hose ( Demand ) : GPM p 120 D3- System Demand : 13 GPM Safety Margin : 10.024 PSI R 110 E 100 S 9O S 8O U 7O R 6O O1 E 50 02 D2 40 -- 3O 2O DI 10 50 100 150 200 250 300 350 400 450 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Summary Uponor Wirsbo COSTELLO & JUDGE - One Head Fitting Legend Abbrev. Name Page 3 Date 04/09/07 E G S T U 90' Standard Elbow Gate Valve Swing Check Valve 90' Flow thru Tee Unadjusted Ft Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Summary Uponor Wirsbo COSTELLO & JUDGE - One Head Page 4 Date 04/09/07 Unadjusted Fittings Table 1/2 3/4 1 1 1/4 __1 1/2 2 2 1(_2. 3 _ 3 1~/2~ ...... 4 E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7,0 8.0 10.0 G 1.0 1.0 1.0 1.0 2.0 S 4.0 5.0 5.0 7.0 9.0 11.0 14,0 16.0 19.0 22.0 T 3,0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 U 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 5 6 8 10 12 14 16 18 20 24 E 12.0 G 2.0 S 27.0 T 25.0 U 1.0 14.0 18.0 22.0 27.0 3.0 4.0 5.0 6.0 32.0 45.0 55.0 65.0 30.0 35.0 50.0 60.0 1.0 1.0 1.0 1.0 35.0 40.0 45.0 50.0 61.0 7.0 8.0 10.0 11.0 13.0 76.0 87.0 98.0 109.0 130.0 71,0 81.0 91.0 101.0 121.0 1.0 1.0 1.0 1.0 1.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Uponor Wirsbo COSTELLO & JUDGE - One Head Node Elevation K-Fact Pt Pn Flow No, Actual Actual H.31 134.0 4.3 9.15 na H.7 134.0 18.07 na H.9 123.0 25.86 na H.6 123.0 26.36 na H.3 112.0 32.21 na H.1 112.0 32.3 na H,2 112.0 32.3 na H.4 112.0 32.33 na M.74 112.0 32.31 na H.5 112.0 32.2 na H.8 112.0 32.36 na H,14 112.0 32.36 na H.15 112.0 32.34 na H.22 112,0 32.4 na H.17 112.0 32.53 na H.26 112.0 32.42 na H.16 112.0 32.31 na H. 19 123.0 26.37 na H.18 123.0 26.16 na H.25 123.0 26.14 na H.20 123,0 26.08 na M.75 123.0 26.11 na H.34 123.0 26.26 na H.33 123.0 26.15 na H.39 123.0 26.1 na H.24 112.0 32.39 na H.23 112.0 32.34 na H.28 102.0 37.31 na H.11 112.0 33.04 na H. 10 102.0 37.32 na H.35 112.0 32.58 na H.36 112.0 32.48 na H.42 112.0 32.49 na H.37 112.0 32.48 na H.43 112.0 32.41 na H.47 123.0 26.34 na H.38 123.0 26.14 na H.48 123.0 26.21 aa H.61 123.0 26.18 na H.56 123.0 26.05 na H.55 123.0 26.3 na H.62 123.0 26.05 na M.76 134.0 19.09 na H.21 134.0 18.09 na H .32 134.0 17.74 na H.40 134,0 17.82 na H.63 134.0 18.86 na H.60 123.0 25.8 na H.73 123.0 26.05 na H.57 112.0 32.41 na H.41 112.0 32.54 na H.58 112.0 32.53 na H.54 112.0 32.59 na M77 112.0 32.67 na H.44 112.0 32.66 na H .46 112.0 32.68 na H.53 112.0 32.66 na H,65 112.0 32.68 na H.67 102.0 37.32 na H.49 102.0 37.33 na H.27 112.0 33.02 na H.50 112.0 33.02 na Page 5 Date 04/09/07 Density Area Press ........... Req. _ 13.01 0.05 256 9.15 Computer Programs by Hydratec lac. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Uponor Wirsbo COSTELLO & JUDGE - One Head Node Elevation K-Fact No_ Pt Pn Actual H.68 112.0 33.02 na H.69 102.0 37.33 na H.52 112.0 33.06 na H.30 112,0 33,07 na H.13 112.0 33.07 na H.12 112.0 33.07 na H.29 112.0 33.07 na H,51 112.0 33.07 na H.70 112.0 33.06 na H.71 112.0 32.69 na H,45 112.0 32.52 na H.59 112.0 32.6 na H.72 112.0 32.6 na H.64 112.0 32.6 na H.66 112.0 32.6 na S,1 104.0 36.56 na MTR 100.0 38,68 na STR 100.0 39,96 na Page Date Flow Density Area Actual 6 04/09/07 Press The maximum velocity is 5.83 and it occurs in the pipe between nodes H.40 and H.31 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Uponor Wirsbo COSTELLO & JUDGE - One Head Hyd. Qa Dia. Fitting Pipe Pt Ref. "C" or Ftng's Pe Point Qt Pf/UL Eqv, Ln. Total Pf Pt Pv Pn Page Date 7 04~09/07 Notes ****** H.31 2,83 0,469 42.3U 1.000 34.000 9,150 K Factor = 4.30 to 150 42,300 0.0 H.7 2.83 0.1166 76,300 8.894 Vel = 5.26 H.7 -1.11 0.469 42.3U 1,000 23.000 18.072 to 150 42,300 4.764 H.9 1.72 0.0464 65,300 3.030 Vel = 3.19 H.9 -0.99 0.469 42.3U 1.000 10,000 25.859 to 150 42,300 0.0 H.6 0.73 0.0095 52.300 0.497 Vel = 1.36 H.6 0.31 0,469 42.3U 1.000 17.000 26.356 to 150 42.300 4,764 H.3 1.04 0.0183 59.300 1.085 Vel = 1.93 H.3 -0.76 0,469 42.3U 1,000 13.000 32.212 to 150 42.300 0.0 H.1 0.28 0.0016 55.300 0.089 Vel = 0.52 H.1 -0.31 0,469 42.3U 1.000 17.000 32.298 to 150 42.300 0.0 H.2 -0.03 59,300 -0.002 Vel = 0.06 H.2 0.18 0.469 42.3U 1.000 18.000 32.296 to 150 42.300 0.0 H.4 0.15 0.0005 60.300 0,031 Vel = 0.28 H.4 -0.33 0,469 21,15U 1,000 8.000 32.327 to 150 1T 1.146 22.296 0.0 M.74 -0.18 -0.0007 30.296 -0.022 Vel = 0.33 M,74 0.09 0.469 1T 1.146 26.000 32.306 to 150 21.15U 1.000 22.296 0.0 H.2 -0.09 -0.0002 48.296 -0,010 Vel = 0.17 H.2 -0.18 0.469 42~3U 1,000 20.000 32.296 to 150 42.300 0.0 H.5 -0.27 -0.0015 62.300 -0.094 Vel = 0.50 H.5 0.62 0,469 21.15U 1.000 21.000 32.201 to 150 1T 1.146 22.296 0.0 M.74 0.36 0.0024 43.296 0.106 Vel = 0.65 M.74 -0.43 0,469 1T 1.146 20.000 32.306 to 150 21.15U 1.000 22.296 0.0 H.1 -0.08 -0.0002 42,296 -0.007 Vel = 0.15 H.1 0.31 0,469 42.3U 1.000 16.000 32.298 to 150 42.300 0.0 H.8 0.23 0.0011 58.300 0.065 Vel = 0.43 H.8 -0.63 0.469 42.3U 1.000 6.000 32~362 to 150 42.300 0.0 H.3 -0.4 -0.0031 48.300 -0.151 Vel = 0,74 H.3 0.77 0,469 42.3U 1,000 12.000 32.212 to 150 42.300 0.0 H.14 0.37 0.0027 54,300 0.147 Vel = 0.69 H.14 -0.64 0,469 21.15U 1.000 13.000 32.358 to 150 1T 1.146 22.296 0.0 M.74 -0.27 -0.0015 35.296 -0.053 Vel = 0.50 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Uponor Wirsbo COSTELLO & JUDGE - One Head Hyd. Qa Dia. Fitting Pipe Pt Pt Reft "C" or Ftng's Pe Pv Point Qt Pf/UL Eqv. Ln. Total Pf Pn Page Date 8 04/09/07 Notes ****** M.74 8.02 0.860 20.000 32.306 to 150 0.0 3.465 S.1 . ._7:75 0:0_392 20.000 __._0._7~85 Vel= 4.28 0.0 7.75 36.556 K Factor = 1.28 M74 0.20 0.469 1T 1.146 12.000 32.306 to 150 21.15U 1.000 22.296 0.0 H.15 0.2 0.0009 34.296 0.030 Vel = 0.37 H.15 -0.29 0.469 42.3U 1.000 8.000 32.336 to 150 42.300 0.0 H.4 -0.09 -0.0002 50.300 -0.010 Vel = 0.17 H.4 0.33 0.469 42.3U 1.000 22.000 32.327 to 150 42.300 0.0 H.22 0.24 0.0012 64.300 0.078 Vel = 0.45 H.22 -0.44 0.469 42.3U 1.000 13.000 32,404 to 150 42.300 0.0 H.14 -0.2 -0.0009 55.300 -0.048 Vel = 0.37 H.14 0.64 0.469 42.3U 1.000 4.000 32.358 to 150 42.300 0.0 H.I7 0.44 0.0037 46.300 0.172 Vel = 0.82 H.17 -0.85 0.469 42.3U 1.000 10.000 32.531 to 150 42.300 0.0 H.8 -0.41 -0.0033 52.300 -0.171 Vel = 0.76 H.8 0.63 0.469 42.3U 1.000 17.000 32.362 to 150 42.300 0.0 H.26 0.22 0.0010 59.300 0.061 Vel = 0.41 H.26 -0.58 0.469 21.15U 1.000 23.000 32.421 to 150 1T 1.146 22.296 0.0 M.74 -0.36 -0.0026 45.296 -0.116 Vel = 0.67 M.74 0.44 0.469 1T 1.146 25.000 32.306 to 150 21.15U 1.000 22.296 0.0 H.16 0.08 0.0002 47.296 0.008 Vel = 0.15 H.16 -0.41 0.469 42.3U 1.000 8.000 32.313 to 150 42.300 0.0 H.5 -0.33 -0.0022 50.300 -0.110 Vel = 0.61 H.5 -0.62 0.469 42.3U 1.000 26.000 32.201 to 150 42.300 -4.764 H.19 -0.95 -0.0155 68.300 -1.057 Vel = 1.76 H.19 0.86 0.469 42.3U 1.000 31.000 26.371 to 150 42.300 0.0 H.6 -0.09 -0.0002 73.300 -0.014 Vel = 0.17 H.6 -0.32 0.469 42.3U 1.000 19.000 26.356 to 150 42.300 0.0 H.18 -0.41 -0.0033 61.300 -0.200 Vel = 0.76 H.18 0.30 0.469 42.3U 1.000 12.000 26.156 to 150 42.300 0.0 H.25 -0.11 -0.0003 54.300 -0.016 Vel = 0.20 H.25 -0.10 0.469 42.3U 1.000 15.000 26.140 to 150 42.300 0.0 H.20 -0.21 -0.0009 57.300 -0.054 Vel = 0.39 Computer Programs by Hydratec inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Uponor Wirsbo COSTELLO & JUDGE - One Head Hyd, Qa Dia. Fitting Pipe Pt Ref. "C" or Ftng's Pe Point Qt Pf/UL Eqv. Ln. Total Pf Pt Pv Pn Page Date 9 04/09/07 Notes ****** H.20 to H.9 H.9 to M.75 -0,26 0.469 42.3U 1.000 11.000 26.084 150 42.300 0.0 -0.47 -0.0042 53.300 -0.224 Vel = 0.87 0.99 0.469 21.15U 1.000 27.000 25.859 150 1T 1.146 22,296 0.0 0.52 0.0051 49,296 0.250 Vel = 0.97 M.75 0.05 0.469 1T 1.146 22.000 26.109 to 150 21.15U 1,000 22.296 0.0 H.19 0.57 0.0060 44.296 0.266 Vel = 1.06 H.19 -0.87 0.469 42.3U 1.000 22.000 26.371 to 150 42.300 0.0 H.34 -0.3 -0.0018 64.300 -0.118 Vel = 0.56 H.34 -0.04 0.469 42.3U 1.090 2.000 26.257 to 150 42.300 0.0 H.33 -0.34 -0.0023 44.300 -0.102 Vel = 0.63 H.33 0,37 0.469 42.3U 1,000 13.000 26.155 to 150 42.300 0.0 H.18 0.03 55.300 0.001 Vel = 0.06 H.18 -0.29 0.469 21.15U 1.000 11.000 26.156 to 150 1T 1.146 22.296 0.0 M.75 -0.26 -0,0014 33.296 -0.047 Vel = 0.48 M.75 0.09 0.469 1T 1.146 17.000 26.109 to 150 21.15U 1.000 22.296 0.0 H.20 -0.17 -0.0006 39.296 -0.025 Vel = 0.32 H.20 0.26 0.469 42.3U 1.000 18.000 26.084 to 150 42.300 0,0 H.39 0.09 0.0002 60.300 0.012 Vel = 0.17 H.39 0.02 0.469 21.15U 1.000 25.000 26.096 to 150 1T 1.146 22.296 0,0 M.75 0.11 0.0003 47.296 0.014 Vel = 0.20 M.75 8.67 0.860 29.000 26.109 to 150 0.0 4.764 M74 8.78 0.0494 29.000 1.433 Vel = 4.85 M74 -8.50 0.469 1T 1.146 33.000 32,306 to 150 21.15U 1.000 22.296 0.0 H.24 0.28 0,0016 55,296 0.089 Vel = 0.52 H.24 -0.56 0.469 42.3U 1,000 8.000 32.394 to 150 42.300 0.0 H.16 -0.28 -0.0016 50.300 -0.081 Vel = 0.52 H.16 0,41 0.469 42.3U 1.000 21.000 32.313 to 150 42.300 0.0 H.23 0.13 0.0004 63.300 0.025 Vel = 0.24 H.23 -0.32 0.469 21,15U 1.000 20.000 32.339 to 150 1T 1,146 22.296 0.0 M.74 -0.19 -0,0008 42.296 -0,033 Vel = 0,35 0,0 -0.19 32.306 K Factor = -0.03 H.23 -0.05 0.469 42.3U 1.000 8.000 32.339 to 150 42.300 0,0 H.15 -0.05 -0.0001 50,300 -0.003 Vel = 0.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Uponor Wirsbo COSTELLO & JUDGE - One Head Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref, "C" or Ftng's Pe Pv ....... Point Qt Pf/UL Eqv. Ln, Total Pf Pn Page 10 04/09/07 Notes ****** H.15 0.29 0,469 42.3U 1.000 14.000 32.336 to 150 42,300 0.0 _~H.22 _0..2_4 0,001_~ .... 56,300 __ 0.0~68 .... Vel= 0.45 H.22 0,44 0.469 42.3U 1.000 27,000 32.404 to 150 42.300 4,331 0,0083 69.300 0.578 Vel = 1.26 H,28 0~68 H.28 -0.36 0.469 21.15U 1,000 32.000 37,307 to 150 1T 1.146 22.296 -0.866 S.1 0.32 0.0021 54.296 0.112 Vel = 0.59 0.0 0.32 36,553 K Factor = 0.05 H.28 0.22 0,469 42.3U 1.000 18.000 37.307 to 150 42,300 -4.331 H.11 0.22 0.0010 60.300 0,062 Vel = 0.41 H.11 0,04 0.469 21.15U 1,000 14.000 33.039 to 150 1T 1.146 22,296 3.465 S.1 0.26 0.0014 36.296 0.051 Vel = 0.48 0,0 0.26 36.555 K Factor = 0.04 H.11 -0.20 0.469 42.3U 1.000 13.000 33.039 to 150 42.300 4.331 H.10 -0.2 -0.0009 55.300 -0,048 Vel = 0.37 H.10 0.52 0.469 21,15U 1,000 27,000 37.322 to 150 1T 1.146 22,296 -0.866 S.1 0.32 0.0021 49.296 0,102 Vel = 0.59 0.0 0.32 36,558 K Factor = 0.05 H.10 -0.66 0.469 42.3U 1.000 16.000 37.322 to 150 42.300 -4.331 H.17 -0.66 -0.0079 58,300 -0.460 Vel= 1,23 H.17 0.85 0.469 42.3U 1.000 20.000 32.531 to t 50 42.300 0.0 H.35 0.19 0.0008 62.300 0.049 Vel= 0.35 H.35 -0.57 0.469 42.3U 1,000 14.000 32.580 to 150 42,300 0.0 H.26 -0.38 -0,0028 56.300 -0.160 Vel = 0.71 H.26 0.58 0.469 42,3U 1.000 21,000 32.421 to 150 42.300 0.0 H,36 0.2 0.0009 63.300 0.055 Vel = 0.37 H.36 -0.57 0.469 42,3U 1.000 9.000 32,475 to 150 42.300 0.0 H.23 -0.37 -0,0027 51.300 -0.139 Vet = 0.69 0.0 -0.37 32.336 K Factor = -0.07 H.36 0.12 0.469 42.3U 1.000 14.000 32.475 to 150 42.300 0,0 H.42 0.12 0.0003 56.300 0,019 Vel = 0.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Uponor Wirsbo COSTELLO & JUDGE - One Head Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/UL Eqv. Ln, Total Pf Pn Page Date 11 04/09/07 Notes ****** H.42 -0.39 0.469 42.3U 1.000 24,000 32.494 to 150 42.300 0.0 -0.0015 66.300 -0.100 Vel = 0.50 1~.24 -0.27 ~ H.24 0.56 0,469 42.3U 1.000 9.000 32.394 to 150 42.300 0.0 H.37 0.29 0.0017 51.300 0.088 Vel = 0.54 H,37 -0.56 0.469 42.3U 1.000 8.000 32.482 to 150 42.300 0.0 H.43 ~0.27 -0.0015 50,300 -0.076 Vel = 0,50 H.43 -0.83 0.469 42.3U 1.000 22.000 32.406 to 150 42.300 -4.764 H.47 -1.1 -0.0203 64.300 ~1.305 Vel = 2,04 H,47 0.65 0.469 21,15U 1.000 36,000 26,339 to 150 1T 1.146 22.296 0.0 M75 -0.45 -0.0039 58.296 -0.226 Vel = 0.84 M.75 0.71 0,469 1T 1.146 10.000 26.109 to 150 21.15U 1.000 22.296 0.0 H.33 0.26 0.0014 32.296 0.045 Vel = 0.48 H.33 -0.37 0,469 42.3U 1.000 12.000 26.155 to 150 42.300 0.0 H.25 -0.11 -0.0003 54.300 -0,016 Vel = 0.20 H.25 0.10 0,469 42.3U 1.000 12.000 26.140 to 150 42.300 0,0 H.38 -0.01 0,0 54.300 Vel = 0,02 H.38 -0.19 0.469 21.15U 1.000 14.000 26.139 to 150 1T 1.146 22.296 0.0 M,75 -0.2 -0.0009 36.296 -0.031 Vel = 0.37 M.75 0.53 0.469 1T 1.146 24.000 26.109 to 150 21.15U 1.000 22.296 0.0 H.48 0.33 0.0022 46.296 0.101 Vel = 0.61 H,48 -0.13 0.469 42.3U 1.000 11.000 26.210 to 150 42.300 0.0 H,34 0~2 0.0009 53.300 0.046 Vel = 0,37 H.34 0.05 0.469 42.3U 1.000 23.000 26.257 to 150 42.300 0,0 H.47 0.25 0,0013 65.300 0.085 Vel = 0,46 H.47 -0.65 0,469 42.3U 1.000 10.000 26.339 to 150 42.300 0.0 H.61 -0.4 -0.0031 52.300 -0.163 Vel = 0.74 H.61 0.19 0,469 21.15U 1.000 46.000 26.176 to 150 1T 1.146 22.296 0.0 M.75 -0.21 -0.0010 68.296 -0.065 Vel = 0.39 M.75 -0.01 0.469 1T 1.146 38.000 26.109 to 150 21.15U 1.000 22.296 0.0 H.56 -0.22 -0.0010 60.296 -0.062 Vel= 0.41 H.56 0.43 0.469 42.3U 1,000 13.000 26.045 to 150 42.300 0.0 H.39 0.21 0.0009 55.300 0.052 Vel = 0,39 Computer Programs by Hydratec Inc. Route 111 Windham N,H. USA 03087 Final Calculations - Standard Uponor Wirsbo COSTELLO & JUDGE - One Head Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ....... Point Qt Pf/UL Eqv. Ln. Total Pf Pn Page 12 04/09/07 Notes ****** H.39 to H.38 H.38 to H.55 -0.02' 0.469 42,3U 1,000 11.000 26.096 150 42,300 0.0 0.19 0.0008 ...... 53.300 0.04__2 .... Vel: 0.35 0.19 0.469 42.3U 1,000 14.000 26.139 150 42.300 0,0 0.38 0.0028 56.300 0.160 Vel = 0.71 H.55 -0.66 0.469 42.3U 1.000 12.000 26.299 to 150 42.300 0.0 H.48 -0.28 -0,0016 54.300 -0.088 Vel = 0.52 H.48 0.13 0.469 42,3U 1.000 22,000 26.210 to 150 42.300 0.0 H.61 -0.15 -0.0005 64.300 -0.033 Vel = 0.28 H.61 -0.19 0.469 42.3U 1.000 11.000 26.176 to 150 42.300 0.0 H.62 -0.34 -0.0023 53.300 -0.123 Vel = 0,63 H.62 0.55 0.469 21.15U 1.000 34.000 26.054 to 150 1T 1.146 22.296 0,0 M.75 0.21 0.0009 56.296 0.053 Vel = 0.39 M.75 -10.05 0.860 37.000 26.109 to 150 0,0 -4.764 M.76 -9.84 -0.0610 37.000 -2.257 Vel = 5.43 M.76 8.84 0.469 1T 1.146 37,000 19.089 to 150 21.15U 1.000 22.296 0.0 H.7 -1.0 -0.0170 59.296 -1.009 Vel = 1.86 H.7 1.11 0.469 42.3U 1.000 13.000 18.072 to 150 42,300 0.0 H.21 0.11 0.0003 55.300 0.016 Vel = 0.20 H.21 -0.66 0.469 42.3U 1.000 21.000 18.088 to 150 42.300 0.0 H.32 -0.55 -0.0056 63.300 -0.356 Vel= 1.02 H32 2.15 0.469 21.15U 1.000 11.000 17.735 to 150 IT 1.146 22.296 0.0 M.76 1.6 0.0406 33.296 1.351 Vel = 2,97 M.76 -2.74 0.469 1T 1.146 24.000 19.089 to 150 21.15U 1.000 22.296 0.0 H.21 -1.14 -0.0217 46.296 -1.004 Vel = 2,12 H.21 0,66 0.469 42.3U 1.000 19.000 18.088 to 150 42.300 0.0 H,40 -0.48 -0.0044 61.300 -0.268 Vel = 0,89 H,40 -2.66 0.469 42.3U 1.000 19.000 17.823 to 150 42.300 0.0 H.31 -3.14 -0.1413 61.300 -8,660 Vel = 5.83 H.31 6.21 0.469 42.3U 1.000 21.000 9.150 to 150 42.300 0.0 H.32 3.07 0.1355 63,300 8.578 Vel= 5.70 H.32 -2.15 0.469 42.3U 1.000 34,000 17.735 to 150 42.300 0.0 H,63 0.92 0.0146 76.300 1.112 Vel = 1.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Uponor Wirsbo COSTELLO & JUDGE - One Head Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/UL Eqv, Ln, Total Pf Pn Page Date 13 04/09/07 Notes ****** H.63 -0.39 0.469 21.15U 1.000 22.000 to 150 1T 1.146 22.296 M.76 0.53 0.0053 44.296 18.858 0.0 0.233 Vel = 0.98 M.76 -4.47 0.469 1T 1.146 24.000 19.089 to 150 21.15U 1.000 22.296 0.0 H.31 -3.94 -0.2150 46.296 -9.953 Vel = 7.32 0.0 -3.94 9.136 K Factor = -1.30 M.76 -1.63 0.469 1T 1.146 8.000 19.089 to 150 21.16U 1.000 22.296 0.0 H.40 -1.63 -0.0420 30.296 -1.273 Vel = 3.03 H.40 2.67 0.469 42.3U 1.000 14.000 17.823 to 150 42.300 0.0 H.63 1.04 0.0183 56.300 1.030 Vel = 1.93 H.63 0.40 0.469 42.3U 1.000 23.000 18.858 to 150 42.300 4.764 H.60 1.44 0.0334 65.300 2.181 Vel = 2.67 H.60 -0.98 0.469 42.3U 1.000 18.000 25.804 to 150 42.300 0.0 H.56 0.46 0.0040 60.300 0.244 Vel = 0.85 H.56 -0.43 0.469 42.3U 1.000 27.000 26.045 to 150 42.300 0.0 H.73 0.03 69.300 0.002 Vel = 0.06 H.73 0.43 0.469 42.3U 1.000 20.000 26.047 to 150 42.300 0.0 H.55 0.46 0.0040 62.300 0.252 Vel = 0.85 H.55 0.66 0.469 42.3U 1.000 22.000 26.299 to 150 42.300 4.764 H.57 1.12 0.0210 64.300 1.349 Vel = 2.08 H.57 -0.76 0.469 42.3U 1.000 8.000 32.412 to 150 42.300 0.0 H.41 0.36 0.0026 50.300 0.129 Vel = 0.67 H.41 -0.58 0.469 42.3U 1.000 7.000 32.545 to 150 42.300 0.0 H.42 -0.22 -0.0010 49.300 -0.051 Vel = 0.41 H.42 0.39 0.469 42.3U 1.000 8.000 32.494 to 150 42.300 0.0 H.58 0.17 0.0006 50.300 0.032 Vel = 0.32 H.58 -0.51 0.469 42.3U 1.000 7.000 32.526 to 150 42.300 0.0 H.57 -0.34 -0.0023 49.300 -0.114 Vel = 0.63 H.57 0.76 0.469 42.3U 1.000 10.000 32.412 to 150 42.300 0.0 H.54 0.42 0.0034 52.300 0.179 Vel = 0.78 H.54 -0.62 0.469 42.3U 1.000 9.000 32.588 to 150 42.300 0.0 H.41 -0.2 -0.0009 51.300 -0.044 Vel = 0.37 H.41 0.59 0.469 21.15U 1.000 22.000 32.545 to 150 1T 1.146 22.296 0.0 M77 0.39 0.0030 44.296 0.132 Vel = 0.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Uponor Wirsbo COSTELLO & JUDGE - One Head Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/UL Eqv. Ln. Total Pf Pn Page Date 14 04/09/07 Notes ****** M.77 -0.53 0.469 1T 1.146 6.000 32.675 to 150 21.15U 1.000 22.296 0,0 H.44 -0.14 -0.0005 28.296 -0.013 Vel = 0,26 H.44 -0.12 0.469 42.3U 1.000 14.000 32.662 to 150 42.300 0.0 H.35 -0.26 -0.0014 56.300 -0.079 Vel = 0.48 H.35 0.56 0.469 42.3U 1.000 12.000 32,580 to 150 42.300 0.0 H.46 0.3 0.0018 54.300 0.100 Vel = 0.56 H.46 -0.43 0.469 42.3U 1.000 6.000 32.681 to 150 42.300 0.0 H.44 -0.13 -0.0004 48.300 -0.019 Vel = 0.24 H.44 0,12 0.469 42.3U 1.000 5.000 32,662 to 150 42.300 0.0 H.53 -0,01 0.0 47.300 Vel = 0.02 H.53 -0.25 0.469 42.3U 1.000 9.000 32.661 to 150 42.300 0.0 H.54 -0.26 -0.0014 51,300 -0.072 Vel = 0.48 H.54 0.61 0.469 21.15U 1,000 13,000 32.588 to 150 1T 1.146 22.296 0.0 M.77 0.35 0.0024 35.296 0.086 Vel = 0.65 M.77 2,56 0,860 65,000 32.675 to 150 0.0 3.465 S.1 2.91 0.0064 65.000 0.416 Vel = 1.61 0.0 2.91 36.556 K Factor = 0.48 M77 -0.45 0.469 1T 1.146 30.000 32.675 to 150 21.15U 1.000 22.296 0.0 H.36 -0.45 -0.0039 52.296 -0.203 Vel = 0.84 0,0 -0.45 32.472 K Factor = -0,08 M.77 -0.15 0,469 1T 1.146 5.000 32.675 to 150 21.15U 1.000 22.296 0.0 H,53 -0.15 -0,0005 27.296 -0.014 Vel = 0.28 H.53 0.26 0.469 42.3U 1.000 15.000 32.661 to 150 42.300 0.0 H.65 0.11 0,0003 57.300 0.016 Vel = 0.20 H.65 -0.06 0,469 42.3U 1.000 21.000 32.677 to 150 42.300 0.0 H.46 0.05 0.0001 63,300 0.004 Vel = 0.09 H.46 0.43 0.469 42.3U 1,000 27.000 32.681 to 150 42.300 4.331 H.67 0.48 0.0044 69.300 0,303 Vel = 0.89 H.67 -0.25 0.469 21.15U 1,000 70.000 37.320 to 150 1T 1.146 22.296 -0.866 S,1 0.23 0.0011 92.296 0.104 Vel = 0.43 0.0 0.23 36,558 K Factor = 0.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H, USA 03087 Final Calculations - Standard Uponor Wirsbo COSTELLO & JUDGE - One Head Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/UL Eqv. Ln. Total Pf Pn Page Date 15 04/09/07 Notes ****** H.67 0.10 0,469 42.3U 1,000 12.000 37.320 to 150 42.300 0.0 H.49 0.1 0.0002 54.300 0,013 Vel = 0.19 H.49 -0.23 0.469 42.3U 1.000 26.000 37,335 to 150 42,300 0.0 H.28 -0.13 -0.0004 68.300 -0,027 Vel = 0.24 0.0 -0.13 37.308 K Factor = -0.02 H.49 0.11 0,469 42.3U 1.000 13,000 37.335 to 150 42.300 -4,331 H.27 0.11 0.0003 55.300 0,016 Vel = 0.20 H.27 0.11 0.469 21.15U 1.000 45.000 33.020 to 150 1T 1,146 22.296 3.465 S.1 0.22 0.0010 67.296 0.070 Vel = 0.41 0.0 0.22 36,555 K Factor = 0.04 H.27 -0.15 0,469 42.3U 1,000 18.000 33,020 to 150 42.300 4.331 H.10 -0.15 -0.0005 60.300 -0.031 Vel = 0.28 0.0 -0.15 37,320 K Factor = -0.02 H.27 0.04 0,469 42.3U 1,000 26.000 33.020 to 150 42.300 0.0 H.50 0.04 68,300 0.003 Vel = 0.07 H.50 0.18 0.469 21.15U 1.000 44.000 33,023 to 150 1T 1,146 22,296 3,465 S.1 0.22 0.0010 66.296 0.069 Vel = 0.41 0.0 0.22 36.557 K Factor = 0.04 H.50 -0.12 0,469 42.3U 1.000 13.000 33,023 to 150 42.300 4.331 H.49 -0.12 -0.0003 55.300 -0,019 Vel = 0.22 0.0 -0.12 37.335 K Factor = -0.02 H.50 -0.06 0,469 42.3U 1.000 12.000 33.023 to 150 42.300 0.0 H.68 -0.06 -0.0001 54.300 -0.005 Vel = 0.11 H.68 0.27 0,469 21.15U 1,000 57.000 33.018 to 150 1T 1,146 22,296 3.465 S.1 0.21 0.0009 79.296 0,075 Vel = 0.39 0.0 0.21 36.558 K Factor = 0.03 H.68 -0.15 0,469 42.3U 1.000 13.000 33,018 to 150 42,300 4.331 H.67 -0.15 -0.0005 55.300 -0,028 Vel = 0.28 0.0 -0.15 37.321 K Factor = -0.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Uponor Wirsbo COSTELLO & JUDGE - One Head Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/UL Eqv, Ln, Total Pf Pn Page Date 16 04/09/97 Notes ****** H.68 -0.11 0.469 42,3U 1,000 to 150 H.69 -0,11 -0.0003 9.000 33.018 42.300 4.331 51.300 -0,015 Vel = 0.20 H.69 0.30 0.469 42.3U 1.000 25.000 37.334 to 150 42.300 -4.331 H,52 0.19 0,0008 67.300 0.053 Vel = 0.35 H.52 -0.08 0.469 42.3U 1.000 13.000 33.057 to 150 42.300 0.0 H.30 0.11 0.0003 55.300 0.016 Vel = 0.20 H.30 0.0 0.469 21.15U 1.000 47.000 33.072 to 150 1T 1,146 22.296 3.465 S.1 0.11 0.0003 69.296 0.020 Vel = 0.20 0.0 0.11 36.557 K Factor = 0.02 H.30 0.04 0.469 42.3U 1.000 18.000 33.072 to 150 42.300 0.0 H.13 0.04 60.300 0.003 Vel = 0.07 H.13 0.07 0.469 21,15U 1.000 30.000 33.075 to 150 1T 1.146 22.296 3.465 S.1 0.11 0.0003 52.296 0.015 Vel = 0.20 0.0 0,11 36.555 K Factor = 0.02 H.13 -0.06 0.469 42.3U 1.000 13.000 33,075 to 150 42,300 0.0 H.12 -0.06 -0.0001 55.300 -0.005 Vel = 0,11 H.12 -0.10 0.469 42.3U 1.000 9.000 33.069 to 150 42.300 0.0 H.11 -0,16 -0.0006 51.300 -0.029 Vel = 0.30 0.0 -0,16 33.040 K Factor = -0.03 H.12 0.06 0.469 42.3U 1.000 18.000 33,069 to t 50 42.300 0.0 H.29 0.06 0.0001 60.300 0.006 Vel = 0,11 H.29 0.05 0.469 21.15U 1.000 34.000 33.075 to 150 1T 1.146 22.296 3.465 S.1 0.11 0.0003 56.296 0.016 Vel = 0,20 0.0 0.11 36.556 K Factor = 0.02 H,29 0.01 0.469 42.3U 1.000 31.000 33.075 to 150 42.300 0.0 H.13 0.01 0.0 73.300 Vel = 0.02 0.0 0.01 33.075 K Factor = H.29 -0.06 0.469 42.3U 1.000 13.000 33,075 to 150 42.300 0.0 H.51 -0.06 -0.0001 55.300 -0.005 Vel = 0.11 H.51 0.18 0.469 21.15U 1,000 47.000 33.069 to 150 1T 1.146 22.296 3.465 S.1 0.12 0.0003 69.296 0.023 Vel = 0.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard Uponor Wirsbo COSTELLO & JUDGE - One Head Hyd, Qa Dia. Fitting Pipe Pt Ref. "C" or Ftng's Pe Point Qt Pf/UL Eqv. Ln. Total Pf Pt Pv Pn Page Date 17 04/09/07 Notes ****** 0,12 36.557 K Factor = 0,02 H.51 -0.09 0.469 42.3U 1.000 13.000 33.069 to 150 42,300 0.0 H.52 -0.09 -0.0002 55.300 -0.011 Vel = 0.17 H.52 0.08 0.469 42.3U 1.000 12.000 33.057 to 150 42.300 0.0 H.70 -0.01 0.0 54.300 Vel = 0.02 H.70 0.13 0.469 21,15U 1.000 72.000 33.057 to 150 1T 1.146 22.296 3,465 S.1 0.12 0.0003 94.296 0.032 Vel = 0.22 0.0 0,12 36.554 K Factor = 0.02 H.70 0.08 0.469 42.3U 1.000 25.000 33.057 to 150 42.300 0.0 H,51 0.08 0.0002 67,300 0.011 Vel = 0.15 0,0 0.08 33.068 K Factor = 0.01 H.70 -0.21 0.469 42.3U 1.000 13.000 33.057 to 150 42.300 4.331 H,69 -0.21 -0.0009 55.300 -0,052 Vel = 0.39 H,69 -0.31 0.469 42.3U 1.000 20.000 37.334 to 150 42,300 -4.331 H.71 -0.52 -0,0051 62.300 -0.316 Vel = 0.97 H.71 0.40 0.469 21.15U 1.000 27.000 32.691 to 150 1T 1.146 22,296 0.0 M.77 -0.12 -0.0003 49.296 -0.017 Vel = 0.22 M.77 -0.27 0.469 1T 1.146 43.000 32.675 to 150 21.15U 1,000 22.296 0.0 H.37 -0.39 -0.0030 65.296 -0,195 Vel = 0.72 H.37 0.56 0.469 42.3U 1.000 17.000 32.482 to 150 42.300 0.0 H.45 0.17 0.0006 59,300 0.038 Vel = 0.32 H.45 -0.50 0.469 42,3U 1.000 9.000 32.520 to 150 42.300 0.0 H.43 -0.33 -0.0022 51.300 -0.112 Vel = 0.61 H.43 0.83 0.469 21.15U 1.000 35.000 32.406 to 150 1T 1.146 22.296 0.0 M.77 0.5 0.0047 57.296 0.270 Vel = 0.93 M77 -0.75 0.469 1T 1.146 33,000 32.675 to 150 21,15U 1.000 22.296 0.0 H,59 -0.25 -0.0013 55.296 -0,072 Vel = 0.46 H,59 -0.01 0.469 42.3U 1.000 15.000 32.600 to 150 42.300 0.0 H.45 -0.26 -0.0014 57.300 -0.081 Vel -- 0.48 H45 0.50 0.469 42.3U 1.000 23.000 32.520 to 150 42.300 0.0 H.72 0.24 0.0012 65.300 0,079 Vel = 0.45 Computer Programs by Hydratec Inc. Route 111 Windham N,H. USA 03087 Final Calculations - Standard Uponor Wirsbo COSTELLO & JUDGE - One Head Hyd, Qa Dia. Fitting Pipe P~ Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/UL Eqv, Ln. Total Pf Pn Page Date 18 04/09/07 Notes '***** H.72 0.0 0,469 21.15U 1.000 40.000 to 150 1T 1.146 22.296 M.77 0.24 0.0012 62,296 32,600 0.0 0.076 Vel: 0.45 M.77 o0.19 0.469 1T 1.146 15,000 32.675 to 150 21.15U 1,000 22.296 0.0 H.65 0.05 0.0001 37.296 0,002 Vel = 0.09 H.65 0.05 0,469 42.3U 1.000 12,000 32,677 to 150 42.300 0.0 H.71 0.1 0.0002 54,300 0.013 Vel = 0.19 H.71 -0.40 0.469 42.3U 1.000 8.000 32.691 to 150 42.300 0.0 H.64 -0.3 -0.0018 50.300 -0,092 Vel = 0.56 H.64 0.29 0,469 42.3U 1.000 13.000 32.601 to 150 42.300 0.0 H.59 -0.01 0.0 55.300 Vel = 0.02 H,59 0.0 0,469 42.3U 1,000 15.000 32,600 0.0 to 150 42.300 0.0 0.0 H.66 0.0 0.0 57.300 0.0 0.0 Vel = 0 H.66 -0.24 0.469 42.3U 1.000 21.000 32.600 to 150 42.300 0.0 H.68 -0.24 -0.0012 63.300 -0.077 Vel = 0.45 H.58 0.51 0.469 42.3U 1.000 6.000 32.526 . to 150 42.300 0.0 H.64 0.27 0.0015 48.300 0.073 Vel = 0.50 H.64 ~0.28 0,469 42.3U 1.000 8,000 32.601 to 150 42.300 0.0 H.72 -0.01 0.0 50,300 Vel = 0.02 H.72 0.0 0.469 42.3U 1.000 9.000 32.600 to 150 42.300 0.0 H.66 -0.01 0.0 51.300 Vel = 0.02 H.66 0.23 0.469 21.15U 1,000 47.000 32.600 to 150 1T 1,146 22.296 0.0 M.77 0,22 0.0010 69.296 0.072 Vel = 0.41 0.0 0.22 32.672 K Factor = 0.04 H.12 0.04 0.469 42.3U 1.000 31.000 33.069 to 150 42.300 0.0 H.30 0.04 73.300 0.003 Vel = 0.07 0.0 0.04 33.072 K Factor = 0.01 H.73 0.07 0.469 42.3U 1.000 22.000 26.047 to 150 42.300 0.0 H,62 0.07 0.0001 64,300 0.008 Vel = 0.13 H.62 -0.55 0.469 42.3U 1,000 14.000 26.054 to 150 42.300 0.0 H.60 -0.48 -0.0044 56,300 -0.246 Vel = 0.89 H.60 0.98 0.469 42.3U 1.000 9,000 25.804 to 150 42.300 0.0 H,73 0.5 0.0047 51.300 0.242 Vel = 0.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations ~ Standard Uponor Wirsbo COSTELLO & JUDGE - One Head Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/UL Eqv. Ln. Total Pf Pn Page Date 19 O4/O9/07 Notes ****** 0.50 26.046 K Factor = 0.10 S.1 13.00 1,959 2E 5.818 200.000 36.555 to 150 11.635 1.732 MTR 13.0 0.0019 211.635 0.392 Vel = 1.38 MTR 0.0 2.907 2E 8.135 1000.000 38.680 to 150 1T 17.433 34.864 1.000 * Fixed loss = 1 STR 13.0 0.0003 1G 1.162 1034.864 0.281 Vel = 0.63 .0 13.00 39.961 K Factor = 2.06 Computer Programs by Hydratec lnc. Route111 WindhamN.H. USA 03087 TEST HOLE .%, / / Young Sc Young $31-727-2303 HEALTH P~SF~At~-TI'dtSNT U~tE SUFFOLK COUNTY DEPARTMENT OF HEALTH PENUIT FOR APPROVAL OF CONT, TRUCTION EXPIRES THRE;':' YEARS FROM hATE OF APPROVAl.. NOTE 9U~VEYO~'5 C, Ef~TIPIC, ATION / 1,41C, HAEL JUID~,E~ At: C.,utchocflue, Tov~n oF 5outho~ ~uffolk C, ount:y, N~,~ York Coun[;~ T~lx ~0~ Dt.trlct I000 S~t,o. 8~ S~o~k 02 Lot P/O I1,10 C Young & Young NO"I"E AREA = B.4BIB AC, RE5 9UI~V~¥OW.'~ C, tS~.TIt=I C..ATION · IN~ H~DtS¥ C, EI~TIP¢ TO MI[3HAEL JUDGE THAT THIS HI HAI L ~uffolk ~ounEg, N~ York ~OUNDATION LOOATION OUI~'V'E~- 1 ,., / / / / INSET Young & Young 400 Ostrandew Avenue, Riverhead, New York 1190! 631-727-2303 5ANITA~Y' F,I~=ASUF~J~ENT5 NO. I A t~ A NOTE AREA = ~.4~1~ 5UI~.V~¥O~'5 GE~TIFIGATION 1'41C, HAEL A~; Out:¢hoc:jue, Tomn oF 5our. hold FINAL 5URVE'r' r N OTE5: I. OUTLET5 5MOWN ARE FOP-, OWNER USE. ELECTRICIAN RESF'ONSlBLE FOR VERIFICATION AND COMPLIANCE WITM NY5 ELECTRICAL CODE, 2. CARBON MONOXIDE DETECTOR5 AND 5MORE DETECTOR5 PEP-, NY BTATE BUILDING CODE. 3. FLOOR OUTLET FOR COMPUTER. TO BE VERIFIED BY OWNER. Electrical Symbols i 0 Duplex outlet I 2" afl ~- Duplex outlet switched @ wall ~t~ Pourplex outlet i 2" afl ~) Duplex outlet- floor mtd Owe Duplex outlet, waterproof ~)-~el Duplex outlet, ground fault interrupter m m Closet hqht NOTE: SPRINKLER HEADS FOR LIGHTING REFERENCE ONLY- VERIFY ALL SPRINKLER HEAD LOCATIONS W/ SPRINKLER ENGINEER DRA WINGS - TYP. NOTE: I . SCONCE5 AND 5LOPED-C~ILING RECESSED CAN5 5WITCfIED AT ~ACfl END OF OF A%flC 5PACE. 2. CEILING AND LANTERN LIGIdT5 5WITCH AT TOP AND BOTTOM OF STAIR. ZFI ~ZF 121A.6 % DECORATIVE SCONCE (TYP) 3333 DECORATIVE ZC LANTERN hA.6 i3a.6 / / / Surface mounted ce~ltng fixture Surface mounted wall fixture [] Recessed cemhng fixture Under cab. hghtlncj Landscape lighting Step Lighting tH'"~ 5pmnkler head $ BWltCh mntd at 48" OC AFF ~3 5wff:ch w/ control 3-way .~ 5witch w/D~mmer' (~- Gas connection (~- Thermostat (~ Door bell ~ Wall speaker 0 Recessed speaker (cig.) [] exhaust fan ~ Ceding Melght comb. cable/CAT5 ~ communication port (~ Bmoke detector / / / / A.6 [] ZF DA,6 FLOOR _TD APPROX. 6' VERIFY FRAMING IN FIELD b 13A'0 33 ¸-7 ATTIC REFLECTED CEILING PLAN 1/4"= I'-0" FOLEY' FIORE ARCHITECTURE 534 Cambridge Street The Residence of Ellen Costello & Michael Judge Cut chog2e, New York Town of Southold 1/4" = 1'-0" Title: Alfic Reflected Ceiling Plan sb..t: A7.3 GENERAL NOTES TO CONTRACTOR I , ALL WOK~, 51-1ALL ~SE iN ACCORDANCE WITH AP?LICADLE FEDERAL STATE AND LOCAL DUILDING CODES, AMENDMENTD, RULES. ~EGU~TIONS, ORDINANCED, A0.1 Al.0 All Al.2 Al.3 Al,4 A2.0 A2.1 A2.2 A2.3 A2.4 AZ6 A2.7 A2.8 A3.0 A3.1 A3.2 A3.3 A4.0 A4,1 KEY TO SYMBOLS NEW CAST IN PLACE CONCRETE SLMP SON SHEAR WALLS (See Smletural) BATT INSULATION RiGID INSULATION EXTERIOR ELEVATION LOCATOR SECTION LOCATOR INTERIOR ELEVATION LOCATOR WINDOW # REFFiLENCE SCHEDULE EXTERIOR DOOR # REFERENCE SCI-IED INTERIOR DOOR # REI~JtZNCE SCHED DRAWING INDEX Key Plan Basement/Foundation Plan First Floor Plan Second Floor Plan Attic Floor Plan Roof Plan General Structural Notes First Floor Framing Second Floor Framing Attic Floor Framing Roof Framing Framing Com~ectiona Wind Loads Framing Connections Exterior Elevation-South Exterior Elevation-East Exterior Elevation-North Exterior Elevation-West Building Section Building Section LONG ISLAND SOUND ALL CONSTRUCTION SHALL The Residence of Ellen Costello & Michael Judge Cutchogue, New York Town of Southold CERTIFICATION OF NAILING & CONI FLOOD ZO~ COMpL~ 80UTHOLD TOWN ,CODE. PLUMBING ALL pLUMBING WASTE & WATER LINES NEED ,?~E_ES?ING BEFORE COVERING LOCUS MAP - not to scale PLUMBER 4. FINAL North Fork AS DO NOT Peconic Bay South Fork SITE MAP - 1"=100' RETAIN sTORM WATER RuNO[ pl_lg (~1 I~,I~IT T("I RF~TION 45-10C OF THE TOWN CODE,- ,// j_ *~%..'~oeb Oor~ '"-/ <../ \ °r~o FOLEY' FIORE ARCHITECTURE 534 Cambridge Street Cambridge, MA 02141 617.547.8002 BY' DEPARTMENT AT 8AM TO 4PM FOR THE INSPECTIONS: - TWO REQUIRED CONCRETE FRAMING & PLUMBING CONSTRUCTION MUST FOR C.O. SHALL MEET THE OF THE CODES OF NEW NOT RESPONSIBLE FOR CONSTRUCTION ERRORS. Y' WITH ALL CODES OF RK STATE & TOWN CODES IRED AND CONDITIONS OF SOLr~OLD TOWN ZSA SOUTHOLDTOWNTRUSTEES N.Y.S. DEC , ;Y OR UNLAWFUL CERTIFICATE The Residence of Ellen Costello & Michael Judge Cutrhogue, NY Town of Southold Scale: 1/4" = 1'-0" TifleSheet Sheet: A0.0 POOL W/TRELLIS Z CU%FING GARDEN / -. -FUTURE POOL ,t- FOOL HOUSE T.D.D. UNDER SEPARATE PERMIT STONE POOL TERRACE BOARDWALK / 5TONE TERRACE TRELLIB MAIN HOUSE SEE SHEET Al .0 - AI .4 FLAGSTONE GAP--AGE SEE Al .5 KEY FOLEY' FIORE ARCI-ir I ECTURE 534 Cambridge Street Cmllknddge, Mdk 02141 617 547' 8002 The Residence of Ellen Costello & Michael Judge Cutchogee, New York Town of Southold Date: Revisiorc 10/21/05 OwnerRevlcnv 03/28/06 Stnle. Revision 04/07/06 Permit 1/8": lU0" Title: Key plan B" 5ONOTUI~E PIERS ~ BOARDWALK CRAWL 5PACE ~T~ TCHEN ABOVE b 8" CONC FOUNDATION WALL w/(3) #4 CONT @ 4" 5TON~ LEDGE 30" X 3G" ACCEBB PANEL TO CRAWL 5PAC~ F 1 i i CONC FOUNDATION WALL w/(5) #4 CONT 8" X I G" CONC FOOTING w/(3) #4 CONT 4" LALLY POST flY?) 24" X 24" ¢ I OLO'' I O' O" MECHANICAL5 29L4" © © G BASEMENT FLOOR PLAN I/4"= I '-0" b PRECAgT CONC. BULKHEAD ENTRY #C A5 MED BY HAMFTON CONCRUFE PRODUCT5 FOLEY' FIORE ARCHITECTUI~ 534 Cambridge Street Cmnbridge, iVIA 02141 617 '547' 8002 The Residence of Ellen Costello & Michael Judge Cutchogne, New York Town of Southold Date: Re~ision: 10/21/05 OwnerReview 11/01~5 Stnlctaral Rev. Scale: s~.et: Al.0 b TYP FOUNDATION CONCRETE W/ (5) ~ CONT 4 TYP TILE WALL lf2" GYPBD 2X WD FRAMING CEMENT BACKER F, WALL 1/2" GYP SD 2X6 WD FRAMSNG BAUF INSUL (R-19) 1/2" AEA PLYWD 30~ FELT PAPER EX'T, FINISH MAUL FINISHED BSMT 8"FDN WALL 1-1/2" FURRING TYP INT. PARTITION 2X4 WD FRAMING 1/2" GYP BD WP SHEAR WALL SIMPSON SHEAR WALL 2" WD FURRING 1/2" GYP BD Il I IT I VW I I KITCHZN \/ DINING P,OOM .1' PANTRY MUDP,OOM ENTRY CL05. Wall Pold-down board~ /I ~ CLOSET FIRST FLOOR PLAN I/4"= I FOYER / ENTP,¥ OFFICE ENTRY PORCH 5UN P,OOM LIVING P,OOM 22,_62[,, -- Flab-screen TV o'n A/V SYMBOLS Hold Down 4,000# MIN. )= ShearWall-FullHeight¢'plywood lg edge 6"oc 2000# UPLIFT TYP. @ EACH MIN, 5TP`APPING LOAD bULKHEAD ACCE$5 FOLEY' FIORE ARCHITECTURE 534 Cambridge Street Cambridge, MA 02141 617 '547 8002 The Residence of Ellen Costello & Michael Judge Ctztehog~e, New York Town of Southold Scale: 1/4" = 1'-0'r Title: First ~loor Plem Sheet: A1,1 67' 0" BEDROOM 2 B~H3 r I I CLOSET CLOSET L J -- CLOSET BED?,OOM 5 Lanfcarn Above/ SECOND I/4"= I '-0" 20'-27 B~DROOM MASTER CLOSET Towel bars ¢ hooks NOTD ~" APA RATED pLYWOOD I<OOP 5HEATHING ~ PORCH ROOF FLO0~ PLAN ,¢42 / FOLEY' FIORE ARCHitECTURE 534 Cambridge Street Carabr~dge, MA 02141 617.547' 8002 The Residence of Ellen Costello & iVfichael Judge Cutchogee, New York Town o~ Southold Date: Revision. I0/21/05 Owner Revlew 11/01/05 Structural R~v. 12/8/05 Strut. Rev. II 03/28/06 Strae. Revision 04/07/06 Permit 1/4" = 1'-0" Title: Second Floor Plan Sheet: A1.2 / / / / ? / ' , / / / / / / / / / / / - O?EN TO BELOW k~NTEP. N ABOVE [~OOF (ABOVE) :A~OVE) b rL O ATTIC FLOOR PLAN I/4I'= I FOLEY' FIORE ARCHITECTLrI~ 534 Cambridge S~:eet Cambridge, iVLa. 02141 617 '547' 8002 The Residence of Ellen Costello & Michael Judge Cutdtog~e, New York Town of Southold Scale: 1/4" = 1'-0" Title: AtficFloorPlan Sheet: A1.3 PLE AWNING WINDOW UNIT (SdE WINDOW 5CHEOULd) UPLIFT FA, CORNER MIN. 2000# dA. CORNdR, ALL OTHER 5TRAPPING TYP. LANTERN PLAN /4''= I uO" I 14:12 ,14:1 21 :1 ~ (~ ROOF PLAN i/4,,= ILO" !1 3:12 NOTE: 5HEATH ROOF W/22" APA RATED ?LYWO PRIOR TO CONSTRUCTION OF LANTERN OR DORMER5 FOLEY' FIORE ARCHITECTURE 534 Cambridge Street Cambridge, MA 02141 617 547' 8002 Date' Revision: 10/21/05 Owner Revlew 1/4" = 1'-0" Title: Roof plan Sheet: Al.4 SILL PLATE (TYP) 1"=1'-0" CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA USE LIVE LOAD USE LIVE LOAD DECKS / PORCHES 40 PSF ALL ROOMS 40 PSF EXCEPT SLEEPING ROOMS 200 lbs. IN ~ADRDRAILS &HANDRAILS SLEEPING ROOMS 30 PSF any direction PASSENGER GARAGE 50 PSF STAIRS 40 PSF CEILING (NO STORAGE) 10 PSF EXTERIOR BALCONIES 60 PSF ROOF 15 PSF SNOW LD ALL ANCHORING. FASTENING, BRACING AND GENERAL CONSTRUCTION TO BE ASSEMBLED AS PER N Y S RESIDENTIAL CONSTRIJCTION CODE. REFER TO THE FOLLOWING MANUALS FOR ADDITIONAL FASTENER REQUIREMENTS 1 SSTD 10-ge S~andanl for Hurricane Resletarlt Construction 2 ASCE 7~02 (REVISED FROM 7-98) MIn~mum Design Loads for Buildings and Other Stmclures GENERAL CONSTRUCTION NOTES: GENERAL FOUNDATION NOTES RIDGE BOARD (TYP) 1"=1'-0" TJI MEMBER (SEE FRAMING pLANS) -- WEB STIFFNER (SEE PET 2 / A~ ~) COLLAR TIE (TYP) 1"=1'-0" GENERAL STRUCTURAL NOTES STIFFNER WEB STIFFENER (TYP) 3"=1'-0" NAILING SCHEDULE PER PRESCRIPTIVE DESIGN FROM 1995 sec HIGH WIND EDITION, WOOD FRAME CONSTRUCTION Mfi, NUAL ALL NAIL SPACING IS BASED AT 18" O C SPACING. ANY OTHER SPACING OR DIFFERENT APPLICATIONS, THE CONTRACTOR SHALL REFER TO THE PRESCRIPTIVE DEIGN SECTION OF THE WOOD FRAMING MANUAL FOR PROPER APPLICATION ROOF FRAMING: WALL FRAMING: FLOOR FRAMING: GENERAL FRAMING NOTES 1. Unless otherwise noted, all ftamlng material [o be t~2+BTR Doug Fir. 2. Floors, walls, celhngs and rafters to be 1 §" D.C. unless othe~ise nobad. Provide fire-blocking where applicable 3. Unless otherwise noted, all bearing wall headers b3 be rain 2-ply 2x10. All headers te have adequate bearing on each end or as spect~ed. 4, All flush beams I headers to be Installed with heavy duty galvanized hangers, Provide Galvanized Hangers and anchors where appli~ble to all 5. Double up floor jo[st under walls that ran parallel to flc~r joist and to joist w/PL400 adhesive and screwed to floor jo~sts for sub floodng. Finished ROOF SHEATHING: CEILING SHEATHING: / WALL SHEATHING: FLOOR SHEATHING: NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IH SCHEDULE NOTES ONLY 1 ). Na~lng requirements are based on wall sheathmg nailed 6" on-counter at the panel edge If wall sheathln§ le nailed 3" on center at the panel edge b3 obtain higher shear capacities, nailing requirements for atructural members shall be doubled, or alternate c~nnectors, such as shear IPletes, shall be used to maintain load path. 2). When walt sheathing m continuous over sonnected members,the ~bulated number of nails shall be pen~ltted to be reduced to1 - 16d nail per foot 3). Wall and ROOf sheathing shall be COX (typical - UNO) GENERAL DECK & PORCH NOTES I Unless otherv~lse noted, art framing interior b3 be #1 ACQ pressure treated ~umt~¢r 2 Girders for floor Joists te be rain. 2-ply 2xl 0 unless otherwise noted Girders shall bet either baited to posts w/lj2'r die galv belts or GENERAL PLUMBING NOTES I All water supply, drainage and venting t~ be as per N Y S. TABLE 3~8 ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: /' NOTES ~ ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY TABLE 3,9 WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 1 ). For wail sheathing w]thin 4 fee[ of the corners, the 4 foot edge zone attachment mqulremer~is shall be used 2) Tabulated 12 inch D.C. nail spacing assumes sheathing atlached to stud framing r~embers with G>0 49. For framing members with 0 42<G<, ~he nal~ ~paclngs shall be reduced [o 6 inches o e. 3) For exterior panel siding, galvin[zed box r,ails shah be permlt~d to be substituted for common nails GENERAL HVAC SYSTEM NOTES I Mechanical subcar~[ractor is responsible for adhenng t~ all applicable cedes and safety requirements. 2 HVAC subcontractor Is to fgflly coot difla[e all system dafa and requirements with the equipment supplier 3 HVAC subcontractor to provide final system laycLd drawirlg and submit It to General Contractor. owner and equipment supplier for finial review and approval. GENERAL ELECTRICAL NOTES FOLEY. FIORE ARCHITECTURE 534 Cambridge Stzeet Cambridge, MA 02141 617'547'8802 The Residence of Ellen Costello & Michael Judge Cutchogue, New York Title: GeneralStructrtral Notes A2.0 MAIN GIRDER- (4) 14" MICROLAM OR WCX24 DOUS[~ JOl~ UND~I~ AL[ PARALLEL WALL5 AE~OVE I FLOOR JOIST5 = I I ~Z,, TJI 3GO I ¢" oc TYP- U.N.( ?ARTITION5 TY?ICAL FIR.ST FLOOR FRAMING I/4"= I '-O" 4" LVt. J G" OC (T'CP) AT BAY PLAN SLAB ON COMPACTED FILL/ 0~) LINTEL SCHEDULE L1 L2 L3 L4 L5 L6 (2) 2x10 (2) 9-1/2" microlam (3) 9-1/2"microlam (1 } 9-1/2" microlam (2) 11-7/8" microlam (1) 11-7/8"microlam FOLEY' FIORE ARCHitECTURE 534 Cm~zbridge Street Cambridge, IV[A 02141 617 -547.8002 The Residence of Ellen Costello & Michael Judge Cutd~ogae, New York Town of Southold Date' Rev4aion: 11/01/05 S~lct~n'alRev. I2/8/05 Strut. Rev. 1I 03/28/06 Stnrc. Revisions 04/07/06 Pennlt Title: Fkrst Floor Frmnmg Plan Sheet: A2.1 '1 No~:e: FRAMING UNDER. BATH #2 2XI 2 RIDGE BLOCKING CEILrNG JOIST5 - 2X I 0'5 G" O.C. DOUBLE JOISTS UNDER` ALL ?AR`ALLEL WALLS ABOVE CFYP) i, LG SECOND FLOOR FRAMING PLAN /4"= I '-0" -- I3) I I 5z'' MICR`OLAM D ~" MICROLA "II 0 X ;z: fl az'' MIC¢OLAM LINTEL SCHEDULE L1 (2) 2x10 L2 L3 L4 L5 L6 (2) 9-1/2" microlam (3) 9-1/2" microlam (1) 9-1/2" microlam (2) 11-7/8" microlam (1) 11-7/8" microlam FOLEY. FIORE ARCHITECTURE 534 Cambridge Street Cambridge, MA 02141 63.7,547. 8002 The Residence of Ellen Costello & Michael ludge Cutchog~e, New York Town of Southold Scale: 1/4" = ILO" Title: S~cond Floor Framing Plan Sheet: A2.2 '1 L u~E~ ALL ?AIRALLEL WALL~ ABOVE L7 II ,i (~. ATTIC FLOOR FRAMING PLAN i/4"= I '-O" ALL Gl RD EP-.,_5 CONNECTED TO OTH EP-. Gl I~.DEP-.5 PER M AN U FACTU PxER5 R, ECOMMENDATION5 LINTEL SCHEDULE L1 (2) 2x10 L2 L3 L4 L5 L6 L7 (2) 9-1/2" microlam (3) 9-1/2" microlam (1) 9-1/2" microlam (2) 11-7/8" microlam (1) 11-7/8" microlam (4) 9-1/2" microlam FOLEY' FIORE ARCHITECTURE 534 Cambridge Stxeet Cambridge, MA 02141 617 547.8002 The Residence of Etlen Costello & Michael Judge Cutchogue, New York Town of SouthoId 11/01/05 Stnxt~rat Rev. Scale: 1/4" = IL0'' Framing Plan Sheet: A2.3 50LID DLOCIKING TOP pLATE (TYP) PARE JOIST5 EQ DIST. SACK SET TO OVER[flANG (T'(p) OUTKIGGER TO ?LAT~ CONNECTOR HOLD DOWN 45Cgf MINIMUM USE SIM?50N N8 OR EQ. ¢'m~CAL~ LANTERN ROOd ABOVE STANDARD 2XI O [flip CONSTRUCTION 3:12 PITCH 2X I 0 DORMER (3) II- MICRO II II 2X I 2 RIDGE TOP OF O ROOF FRAMING I/4"-- I PLAN FOLEY' FIORE ARCHITECTURE 534 Cambridge Street Cambridge, MA 02141 617 '547' 8002 The Residence of Ellen Costello & Michael Judge Cutchogue, New York Town of $outhold 11/01/05 $trltctural Reviea 12/8/05 Strac. Rev. II 03/28/06 SI'rue. Revisions 04~7/06 Permit 1/4" = 1'-0" Title: Roof Ftam~g plan A2.4 )ECK & PORCH CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS F~FTER RIDGE LEDGER RAFTER '1 tYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ilRDER/HEADER TO POST/COLUMN CONNECTION POST I RIM/DECK JOIS1 POST TO DECK/PORCH CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION G&RDER/HEADER POST/COLUMN GIRDER CONCRETE PIER GIRDER/HEADER TO POST/COLUMN CONNECTION POST HEADER GIRDER TO CONCRETE PIER CONNECTION ALTERNATIVE RAFTER TO HEA~R CONNECTION POST TO FOOTING CONNECTION WIND RESISTANT CONSTRUCTION CONNECTORS PART NUMBER NTNoTOTES PAD44 OR WE44 IPBS66 / PBSE66 / KC66 LSTA12 OR LST~24 -- TMU26ORMPA1 ONE TYPE FOR EACH POST RTl5 I RAFT~R TO LEDGER BOARD TMU26 OR MPA1 USE THE FOLLOWING OR APPROVES USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACII~ NAILING SCHEDULE ROOF FRAMING: IJOINT DSSCR'~'ONI ~ RAFTER TO 8' WALL: 3-8d ~OMMON CEILING JOIST TO TOP pLATE RIM BOARD STRINGER STRINGER TO DECK/PORCH CONNECTION JOIST GIRDER/HEADER JOIST TO GiRDER/HEADER CONNECTION i[/SE ONE TYPE FOR EACH POST JSE (2) FOR EACH POST/COLUMN USE ON EACH STRINGER USE FOR EACH RAFTER WHERE TMU26 CAN NOT SE USED USE ON ~,CH RAFTER MPA1 USE ONLY WOOD JOIST ' ' GIRDER/HEADER WOOD JOIST JOIST FRAMING FLUSH WITH GIRDER/HEADER JOIST LAPS AS OVER PARTITION WFCM - SSC COLLAR TIE AS PER TABLE 3.4 TO RAFTER WfOM - SBC BLOCKING 2 - Sd COMMON TO RAFTER RIM BQARO 2 - 16d COMMON r~ALL FRAMING: JOINT OBS~RIPTION I ~ I sp~Aoml~~ NOTES STUD o C~ NAIL 16" O.CDCGES FACE HEADERTO 16dCOMMON ALONG E NAIL HEADER TO~DRBOT~OM 1~[16dCOMMON PER2x4STUD END PLAT~ TO STUD 13- I~dCOMMON PER 2x6 STUD NAIL I BND OISTORBLODKIN [' [ I DECK JOIST FRAMING: NAIL JOINT DESCRIPTION QTY JOIS~TO: 4-SdCOMMON I PER ~alD~IN~ BLOCKING TO' ~ - 16d COMMON SILL OR TOP pLATE I LEDGer STRIP EACH TO BEAM 3 - 16d COMMON JOIST JOIST ON LEDGER 3- ~ COMMON ?oE~T TO BEAM BAND JOIST TO JOIST BAND JOIST TO SILL OR TOP pLATE NOTES NAIL TOE NAIL TOE NAIL FACE NAIL TOE NAIL END NAIL ROOF SHEATHING: JOINTDESCRIPTION~I NOTE I AS PER TABLE 3 8 ~ DECK AND COVERED PORCH NOTES: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA I I F"O~ WINTER IC£SNIELD I GROUND WINO SEISMIC fR I ~ FLOOD DECK, DETAIL5 "t0 SCALE FOLEY' FIORE ARCHITECTURE 53~ Camb]ddge Street Cambridge, MA 02141 617 -547' 8002 The Residence of Ellen Costello & Michael Judge Cutehogue, New York Town of SouthoId Date: Revision: Scale: 1/4" = ll-0II Sheet: A2.6 PRESCRIPTIVE DESIGN REQUIREMENTS FOR STANDARD WOOD FaA, ME CONSTRUCTION WITH ALL MEMBERS AT I G" O.C. UNLESS OTHERWISE NOTED. RAr, Z OVEI(IflANG OUTLOOK CONNECTIONS [SPAN CA?ACflY REOU[RED 770 Ib~. I 7 3600 WINDOW 51LLPLATE CONNECTION5 LOCATION ZONE g" 0 C WALDTO-FOUNDATION CONNECTIONS I'1 TYPICAL WIND LOAD PATH NTB, HOLDDOWNANCNORD CI TYPICAL SHEAR WALL ASSEME~LY NT[D MIN NAIL SPACING FOP-.WALL OHEATHING ATTACHMENT[D NAIL [SPACING AT I NAIL 6?ACING AT INTERMEDIATF LOCATION HOLDDOWN ANCIIORD USE THE FOLLOWING USP BRAND OR APPROVED EQUAL METAL CONNECTORS TO MED- THE MINIMUM UPLIFT FJ~QUIREMENTS. CONNECTIONS SHALL BE INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATION TO ACHIEVE MAXIMUM UPLIFF CAPACITY'. CATALOGUE NUM[DER AD[D5 I LDTA30 DE6CRIFTION LOAD CAPACI~¢ HOLDDOWN ANCHOR 4000 lbs MINIMUM FA[DTNER.5 CATALOGUE NUM[DER DFDCRI?TION 5PT444: GG [DTUD ?LATE TIE 6?TH4 ¢ ~ - 5TUB P~TE TIE GENEP. AL WIND PROTECTION CONNECTION NOTED AS6EM[DLY FOR ALL CONNECTION[D AND TECHNIQUE[D TO [DE IN ACCORDANCE WITH TIdE FOLLOWING MANUAL5 a), I DID5 6[DC HIGH WIND EDITION WOOD FRAME CON6TRUCTION N) 55TS I O-[DID [DTANBARD FOI~ HURI(ICANE RESISTANT P-.~IDENTIAL GONSTI(UCTION c) A[DCE 7-02 (I~ZVI6ED F~.OM 7-[66) MINIMUM DE[DI6N LOAD6 EOR BUILDING[D AND FOLEY. FIORE ARCHITECTURE 534Carabddge Sheet Cambddge, MA02141 617.547.8002 The Residence of Ellen Costello & Michael Judge Cutchog~e, New York Town of Southold Date: Revision: Scale: 1/4" = lqY Title: WLnd Loads I,, WI N D TABLEO A2.7 'NO SdALE FOLEY' FIORE ARCHITECTLTRE , ,,il ,I 11111 D' ,': WlI!I' I('"1' P'TII ,2'2'11i1!' TI(I! 1715,1 RAFTER I RIDGE TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TOP PLATE , WALL STUD TYPICAL RAFTER TO WALL STUD CONNECTION WOOD JOIST BLOCKING WOOD GIRDER JOIST FRAMING OVER WOOD GIRDER WALL STUD BO'FrOM PLATE BATHTUB DOUBLE JOIST DOUBLE JOIST FOR UNDER A BATHTUB NOTCHED RAFTER RIDGE TYPICAL RIDGE BEAM TO RAFTER STRAPPING WIND RESISTANT CONSTRUCTION CONNECTORS CONNECTION LOCATION: RIDGE-TO-RAFTERS RAFTER-TO-WALL PART NUMBER: LSTA24 RT20 RAFTER-TO-PLATE 2ND PLATE-TO-WALL STUD FLOOR WALL-T04 ST. FLOOR WALL HEADER-TO-JACK STUD CRIPPLE STUD-TO-HEADER RTl5 SPTH4 KLFTA OR MSTA36 LSTA12 RT3 OR RT7 SHEAR WALL HOLDDOWN ANCHOR ADS5 1 ST. FLOOR-UNDER-SILL PLATE I MSTA36 ON RS16-R APPLY TO EACH PAiRNoFERAFTERsOTS: APPLY TO EACH RAFTER APPLY TO EACH RAFTER (USE WITH SPTH4 CONNECTOR) APPLY TO EACH WALL STUD APPLY TO EACH WALL STUD APPLY TO EACH JACK STUD APPLY TO EACH CRIPPLE STUD APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE (USE WITH 3" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RAFTER TOP PLATE _ WALL STUD i I PROVIDE 1/2" SPACING BETWEEN THE END STUD AND THE 2 OTHER STUDS FOR ALLOWING HOLDDOWN INSTALLATION SIDEWALL ' L CONNECT CORNER STUD TO TRANSFER SHEAR FASTEN WITH (2) 16d COMMON NAILS @ 6" O.C. ENDWALL F ANCHOR BOLT CONNECTION FOUNDATION ANCHOR BOLT CONNECTION SUPPORTING SILL PLATE TO FOUNDATION 1 STORY (CRAWL SPACE OR FOOD NDAT~ SILL PLATE TO FOUNDATION 2 STORIES (CRAWL SPACE OR FOUNDATIQN~ WALL BOTTOM PLATE TO FOUNDATION I 2 STORIES (SLAB-ON-GRADE] USE WITH 3x3 SQUARE WASHERS (USP LBPS58 OR BP583) 5lB" DIA. ANCHOR BOLT MAXIMUM SPACING 72" OC 36" OC 50 OC ALTERNATIVE RAFTER TO WALL STUD CONNECTION SHEAR WALL CORNER CONNECTION WOOD JOIST GIRDER/HEADER WOOD JOIST JOIST FRAMING FLUSH WITH GIRDER/HEADER 2ND. FLOOR WALL STUD 2ND. FLOOR PLATE SUBFLOOR RIM BOARD 1ST. FLOOR TOP PLATES 1ST FLOOR WALL STUD -] J KING STUDS CRIPPLE STUD HEADER JACKSTUDS TYPICAL HEADER CONNECTION TYPICAL MULTI-STORY CONNECTIONS WALL STUD BOTTOM PLATE SUB FLOOR DOUBLE JOIST DOUBLE JOIST FOR NON-BEARING WALLS IST, FLOOR WALL STUD 1ST. FLOOR PLATE SUBFLOOR RIM BOARD DOUBLE SILL PLATE I FOUNDATION WALL 1ST. FLOOR TO FOUNDATION CONNECTIONS DBL. SILL PLATES (TO OVERLAP JOINTS) FOUNDATION WALL SILL GASKET & TERMITE SHIELD SILL PLATES TO FOUNDAT!ON ANCHORING CONNECTION DETAIL5 534 Cambridge Street Cambridge, MA 02141 617 547' 8002 The Residence of Ellen Costello & Michael Judge Cutchogde, New York Town of Southold 1/4" = 1'-0" Title: Fram~n§ Connections A2.8 NO DCALE FOLEY' FIORE ARCHITECTURE 534 Cambridge Street Cambrzdge, MA 02141 617 -547' 8002 STANDING SEAM METAL P~OOF WOOD SHINGLE R,OOF ' DEE? EAVES W/ CONCEALED GUTTERS SIDING (THIS EL~V SHINGLE SIDING CA,DEMENT WINDOWS -- SOUTH I/4''-- I '-0~' ELEVATION (beyond) / The Residence of Ellen Costello & Michael Judge Cutchogae, NY Tovm of Southold Date: Revlsiom 10/'21/05 Owner Review 11/01/05 Structural Rev. I2/8/05 Strut. Rev. II 03/28/06 Struc. Revisions 04/07/06 Permit Scale: 1/4" = 1'-0" Title: Exterior Elevabons Soutlz A3.0 FOLEY' FIORE ARCHITECTURE 534 Cambridge Street Cambridge, MA 02141 617.547. 8002 DATH DAY W/ CADEMENY BENCH 5EAT DAY MASON ~,Y CHIMNEY FOR WOOD E~UKNING fflREPLACE5 w/CAP AND SPARK, A~P, ZDTO R (TY~) EAST ELEVATION 1/4"= I '-0" The Residence of Ellen Costello & Michael Judge Cutchogue, NY Town of Southold Date: Revision' I0/21/05 OwnerReview 11/01/05 Structural Rev. 1278/05 Struc. Rev. II 03/28/06 Strue. Revisions 04/07/06 Permit Scale: 1/4" Title: Exterior Elevations Sheet: A3.1 NOETH ELEVATION FOLEY' FIORE ARCHrl ECTURE 534 Cambridge S~reet Cambndge~ MA 617 '5~7' 8002 The Residence of Ellen Costello & Michael Judge Cutcl~ogue, NY Town of Southold Date' Revision: 10/21/05 OwnerReview 11/01/05 Str~letural Rev, I2/8/05 Struc, Rev. II ' 03/28/06 Struc. Revisions 04/07/06 Permit Scale: 1/4" = l'd)" Title. Exterior Elevations North Sheet: A3.2 WOOD TRELLIS 5UN ROOM (~ WE~T ELEVATION I/4'1= I II COPPER FOLEY' FIORE ~.RCHITECTUI~ 534 Cambridge Street Cambridge, MA 02141 617.547- 8002 The Residence of Ellen Costello & Michael Judge Cutchog~e, NY Town of Southold Date: Rev/sion: 10/21/05 Owner Review 11/0//05 Structural Rev. Scale: 1/4" = l'4Y Title. Extedor Elevations West Sheet: A3.3 2xl 2 KOOF EgO, MING 5TP-.UC) ~ .2 0 [ i~T,O DLAD=G2' I0" ALIGN W/WALL5 ABOVE CONTINUOU5 (TY0) 8" CONC FOUNDATION- DETAIL 5H~T[ A~ flY?) $" KAT 5LAD ~ CRAWL 5PACE &" X I G" CONC PTG W/(3) #4 BARD CONTINUOUS BUILDING SECTION FOLEY. FIORE ARCHiTECTURE 534 Cambridge Street Cambridge, MA 02141 617,547, 8002 The Residence of Ellen Costello & Michael ludge Cutchogue, NY Town of Southold Date, Remsion: 10/21/05 Owner Review 11/01/05 Structltrd R~v. 12/8/05 Struc. Rev, II 03/28/06 Strut. Revisions 04/07/06 Permit 1/4" = 1'-0" Title: Building Section Sheet: A4,0 ESUILDING SECTION T,O. 5HEATHING ~ DORM~P-.= J 04' 2" ~ T;O. 5UBFLR=72 FOLEY- FIORE ARCHI t ECTURE 534 Cambr[dge Street Cambridge, MA 02141 617.547, 8002 The Residence of Ellen Costello & Michael Judge Cutd~ogae, NY Town of Southold Date: Revimon: 10/21/05 OwnerReview 11/01/05 Struriural Rev, 12/8/05 Struc, Rev. II 03/28/06 Struc, Revisions 04/07/06 Permit Scale: 1/4" = l'4Y Title: Bugchng Secdon Sheet: A4.1 6" BONOTUBE PIER5 ~ BOARDWALK 6" CONC FOUNDATION WALL w/(3) #4 CONT X I G" CONC FOOTING (3) #4 CONT 3G" X 36" ACCEB5 PANEL TO CRAWL 5PACE INDULATE 5LAB CRAWL 5PACE ALIGN CONC FOUNDATION WALL w/(3) #4 CONT ~ 4" ~TONE ALIGN CRAWL 5PACE Jill [~ SLAB-ON~GRADE FOUNDATION CRAWL SPACE FOUNDATION ~ TYPICALBASEMENT FOUNDATON Z~ 5PECIAUZED RUBIBER WORK. OUT FLOOR EXEF. CIDE ROOM WALL RACK BTORAGE · J -CHANGING AREA W/ TOWEL5 ¢ WATER COOLER 5TEAM BATH _ MECHANICAL5 OIL FUEL BOILER - (5TORAGE TANR EXTERIOR IN-GROUND) 4" LALLY POST (TYP) L_~ STORAGE IT.O. BADEMENTBLA~=G3'-3"I ALARM FLOOR b ANDERBON BASEMENT / UTILITY W~NDOWB - #2617. R.O. 2 8~ x 1'-74 ;EDAR CLOSET / THICKEN FOUNDATION WALL FOR POINT LOAD OF COLUMN ABOVE · --5TONE WINDOW WELL5 T.B.D, BASEMENT FLOOR PLAN I/4"= / '-0" BULKHEAD ENTRY t4ULE tqt ARCHITECTI 534 Cambridge SI Cambridge, MA 0 61.7.547- 8002 The Residence Ellen Costellc Michael Judt Cutchogue, New ~ Town of S~utho] Date: Rev4sic I0/21/05 Owner 1 03/28/06 Strut. R 04/07/06 Permit 07/03/06 Pncmg/ 08/2~6 Constra 12/07/06 Revised~ Scale: 1/4" = 1'-0" Title: Basement Plan Sheet: Al.0 3-16 FLOOR -16 -16 TO MANIFOLD 6 PULLS AQUAPEX DN M.75 M.76 BATIH # 2 U OFFICE BATH # TO AQUAPEX M.74 2 -16 -16 3 2ND FLOOR [ MASTER BEDROOM [2 ~-16 MANIFOLD M.75 PULLS IFC43-16 CLOSET 1" AQUAPEX UP TO M.76 6 MASTE WC COLOR CODE LEGEND GREEN LINES= SPRINKLER TO SPRINKLER CONNECTIONS BETWEEN FLOORS. RED LINES= DIRECT FEED SPRINKLER FROM MANIFOLD. BLACK LINES= SPRINKLER HEAD TO SPRINKLER HEAD. HEAD i~31 13,0 3~,g0 HEAD ~1 & ~40 26,36 510.81 ~ ~ K FACT~ 0 RFC43-10 RFC43 43 0 RFC43-20 RFC43 4,3 ~OX~ 3-12 DISTANCES FROM HEAT SOURCER uponor Test Orifices SPRINKLER FLBV TEST DETAIL ~Tm, u~onor RFC43 CnNCEALE9 SPRINKLER DETAIl uponor RFC43 Cl]NCEALED SPRINKLER BETATI uponor GENERAL NOTES: 1. UPONOR COMPANY RESERVES THE EXCLUSIVE RIGHTS TO ALL DETAILS AND DRAWINGS AS SHOWN ON THIS SHEET. THESE DETNLS AND DRAWINGS ARE PROPRIETARY INFORMAllON OF UPONOR COMPANY AND UNAUTHORIZED USE MAY BE SUBJECT TO PROSECUtiON TO THE FULL EXIENT OF THE LAW, 2, THE DESIGN OF THIS SYSTEM IS DICTA1ED BY SPECIFIC CE[UNO HEIGHTS AND ROOM SIZES. IT IS IHE RESPONSIBIU1Y OF THE iNSTALUNG CONIRACTON TO ENSURE THAT THE CONDIllONS SHOWN ON THESE PLANS ARE EXACTLY AS THEY EXIST IN THE FIELD. DEVIAIIONS FROM THE DESIGN MAY CAUSE THE SYSIIA4 TO BE UNABLE TO (.~SNTHOL A FIRE. IF THE BUILDING CONSIEUCTION DIFFERS FROM THE ROE SPRINKLER PLAN, CONTACT THE SYSTEM DESIGNER IMMEDIATELY. THIS SYS'IFJ4 AND THE ACCOMPANYING HYDRAULIC CALCULA'flONS ARE DESIGNED IN COMPLIANCE WITH NFPA 13D. ALL INTERIOR PIPING TO BE UPONOR WIBSBO "AQUAPEX" UNLESS NOIED. UPONOR WIRSBO 'AOUAPEX" 1UBING TO BE SUPPORIED PER NFRA 13D AND MANUFACIURFR'S RECOMMENDAlloNS. MINIMUM SPACING BEll&BEN OPBINKLENS IS 8'-0" REFER TO SPACING CHARTS FOR MAXIMUM SPACING BEllNEEN SPRINKLERS AND FROM WALLS, SPRINKLERS ABE NOT NECEESAR]LY CENTERED iN BOOMS DUE TO UGHT FIXTHRES OR OTHER CEIUNG MOUNTED OBSlt{UCllONS. THE TSBING ROUtiNG SHOWN ON THIS DRAWING IS INIE]qDED TO BE SCHEMA1]C IN NAIURE~ TH~S DRAWlNG SHOWS SUGGESTED BOUllND(S) ONLY. AL1ERNAIE ROUIlNGS MAY BE USED, SO LONG AS THE SPRINKLERS ABE CONNECTED IN THE ARRANGEMENT SHOWN, 5. 6. 7. & Protection System Uponor. 5925 148th Street West Apple Valley, MN 55124 Tek (800) 321-4739 Fax: (952I 891-1409 RESIDENTIAL FIRE PRDTECTIDN SYSTEI rUDE TYPE, 1/2' AQUAPEX SPRINKLER INFDRMATIDN DF HEAgS THIS SHEET -24 # DF HEADS THIS JOB -73 STATIC PRESSURE IS: 70 PSI 7 ¥ 7 n III L~D I~1 DATE REVISIDN 04/09/07 PRELIM. & CONST, PROJECT NUN~ERI ALLIANCE 1301 1PDB COMPANY NME, BEST DUALITY VATER CONTACT PER~DN[ BILL GREMLER CONTACT PH[]4E 01 631-445-8404 BATD 04/09/( SCALD 1/4' = 1~-0' SYST~ 1)EBI~EI] OY~ PAUL M(~IlII I nnH CHECKE~ BYi A,G. LARBllN, CRT CFPS CIPE NICET LEVEL III - 074.918 1 Ok 2 1ST FLOOR -12 DIN ~,M I" AQUAPEX UF M.75 ¸16 -16 .175 degree hecd t6 1" AQUAPEX DN- TO S.1 -tEN MANIFOLD 12 PULLS LAU OPEN TO UP BELOW J 1" AQUAPEX DN- TO S.1 3-16 MANIFOLD M.77 PULLS R49 RECESSEZ) SPRINKLER DETAIL uponor R49 RECESSED SPRINKLER DETAIL ,~44 HSW RECESSED SPRINKLER ])ETAIL N,T,S, uponor R44 HSW RECESSED SPRINKLER DETAIL ENTRY/ n uponor N,T,S, uponor d BATH n n MANIFOLC 12 PULLS HEAD ! GP~ ~ HEAD #31 13.0 39,96 GENERAL NOTES: 1. UPONOR CDMPN~Y RESENVES THE EXCLUSIVE RIGHTS TO ALL DETAILS AND DRA~NGS AS SHOWN ON THIS SHEET. THESE DETAILS AND DRA~NBS ARE PROPRIETARY ~NFORMATION OF UPONON COMPANY AND UNAUTHORIZED USE MAY BE SUBJECT TO PROSEGH~ON TO THE FULL EXTENT OF ]HE LAW. THE DESIGN OF THIS SYSTEN iS DICTATED BY SPECIRC CEIUNG HEIGHTS AND ROOM SIZES. IT IS ~IE RESPONSIBILITY OF THE INSTALMNG CONTRACTOR TO BMSURE THAT THE CONDI~ONS SHOWN ON THES~ PLANS ARE EXACTLY AS THEY EXIST IN ]HE FIELD. DEMA~]ONS FROM THE DESIGN MAY CAUSE THE SYSTEM TO BE UNABLE TO CON]EOL A FIRE. IF THE BUILDING CONSTRUC]]ON DIFFERS FROM THE RRE SPRINKLER PLAN. CONTACT THE SYSTEM DESIONER IMMEDIATELY. 3. THIS SYSTEM AND THE ACCOMPANYING HYDRAUUC CALCULA]]ONS ARE DESIGHED iN COMPUANCE tMTH NFPA 13D. ALL iN~RIOR PIPING TO BE UPONON ~RSBO "AQUAPEX" UNLESS NOTED. 5. UPONOR WIRSBO 'AQUAPEX" TUSING TO BE SUPPORTED PER NFPA 13D AND MANUFAC'~URER'S RECOMMENDA~ONS. $. MINIMUM SPACING BETWEEN SPRINKLERS IS 8'-0' RB~EN TO SPACING CHARTS FOR MA~(IMUM SPACING BE'II~EN SPRINKLERS AND FROM WALLS. 7. SPRINKLERS ARE NOT NECESSARILY CEN]ERED IN ROOMS DUE TO UDHT FIXTURES OR O~FIFR CBENG MOUNTED OBSIRUClioNS. §. THE TUBING ROUI~]NG SHOWN ON THIS DRA~ING IS INTENDED TO BE SCHEMATIC IN NATURE, THIS DRAWLING SHOWS SUGGESTED ROU]]N~(S) ONLY. ALERNAiTE ROUTINGS MAY BE USED, SO LONG AS THE SPRINKLERS ARE CONNECTED iN ME ARRANGEMENT SHOWN. -200' OF i' COPPER SERVICE LINE FROM METER TO S,i ~2'1 METER 1000' BF SUPPLYI STATICI 70 PSI RESIDUAL: 50 PSI FLD~: 500 GPM 3' COPPER FROM THE STREET 43-16 :C43-16 1" AQUAPEX UP I ~ M.74 I I COLOR CODE LEGEND GREEN LINES= SPRINKLER TO SPRINKLER CONNEC3ONS BETWEEN FLOORS. RED LINES= DIRECT FEED SPRINKLER FROM MANIFOLD. BLACK LINES= SPRINKLER HEAD TO SPRINKLER HEAD. ORDINARY IN~JERMEDIA~ RFC43 CONCEALED SPRINKLER DETAIL ]~ISTANCES FROM HEAT SOURCES uponor uponor Test Orifices ~ Tu~0 J _____.,-,-- ...... :_ _ . RFC43 CONCEALED SPRINKLER DETAIL SPRINKLER FLDV TEST I)ETAIL uponor ~T& uponor ~JP BASEMENT !FC43-16 1" AQUAPEX UP TO M.77 16 Residential Fire Protection System ~FC43-16 ~F, C43-16 3-16 Uponor, Inc. 3925 148th Street West ~,pple Valley, MN 55124 Fei: I800) 321-4739 Fax: (952) 891-1409 RESIDENTIAL FIRE PROTECTION SYSTEM TUBE TYPE, 1/2' AQUAPEX SPRINKLER INFORMATION OF HEADS THIS SHEET -49 DF HEADS THIS JDD -73 STATIC PRESSURE IS= 70 PSI Itl DATE REVISION 04/09/07 PRELIM, & CONS;T, 2OF2 ]-16 A'FFIC FLOOR -16 6 -16 COLOR CODE LEGEND GREEN LINES= SPRINKLER TO SPRINKLER CONNECTIONS BETWEEN FLOORS. RED LINES= DIRECT FEED SPRINKLER FROM MANIFOLD, BLACK LINES= SPRINKLER HEAD TO SPRINKLER HEAD. 1" AQUAPEX DN TO M.75 BAI,TH # 2 BATH # U TO -16 AQUAPEX M.74- 3 2 -i6 OFFICE 12 MANIFOLD M.75 PULLS 2ND FLOOR MANIFOLD M.76 6 PULLS J I MASTER BEDROOM !FC43-16 CLOSET 1" AQUAPEX UP TO M.76 MASTB WC 3-12 DISTANCES FROM HEAT SOURCES uponor I ? SPRINKLER FLOW TEST I)ETAIL ~T~ uponor J RFC43 CBNCEALE]) SPRINKLER DETAIl uponor RFC43 CBNCEALEI) SPRINKLER I)ETAII uponor GENERAL NOTES: UPONOR COMPANY RESERVES THE EXCLUSIVE RIGHTS TO ALL DETAILS AND DRAWINGS AS SHOWN ON THIS SHEET. THROE DETAILS AND DRAWINGS ARE PROPRIETARY INFORMATION OF UPONOR COMPANY AND UNAUTHORIZED USE MAY BE SUBJECT TO PROSECUTION TO THE FULL EXENT OF THE LAW. THE DESIGN OF THIS SYSTE~ IS DICTATSO BY SPECIFIC CEIUNG HEIGHTS AND ROOM SIZES. IT IS THE RESPONSIBIUTY OF THE INSTALUNG CONTRACTOR TO ERSURE THAT THE CONDITIONS SHOWN ON THESE PLANS ARE EXACTLY AS ]HEY EXIST IN THE FIELD, GE~AIIONS FROM THE DESIGN MAY CAUSE TRE SYSTEM TO BE UNABLE TO CONTROL A RRE IF lltE BUILDING CONSTRUCTION DIH-LK$ FROM THE RRE SPRINKLER PLAN, CONTACT THE SYSTEM DESIGNER IMMEDIATELY. THIS SYSTEM AND TRE ACCOMPANYING HYDRAUUC CALCULATIONS ARE DESIGNED IN COMPUANCE WITH NFPA 4. ALL INTERIOR PIPrNG TO BE UPONOR WIRSBO "AQUAPEX" UNLESS NOTED. 5, UPONOR WIRSBO "AQUAPEX' THBINO TO BE SUPPORTED PER NFPA 13D AND MANUFAC1URER'S RECOMMENDA11ORS. 6. MINIMUM SPACING REI~EER SPRINKLERS IS 8'-0" REFER TO SPACING CHARTS FOR MAXIMUM SPACING BET~II~EEN SPRINKLERS AND FROM WALLS. 7, SPRINKLERS ARE NOT NECESSARILY CENTERED IN ROOMS DUE TO IJGHT FIXTURES OR OTHER CEIENG MOUNTED OBSTRUCTIONS. THE ~JBINO ROUTING SHOWN ON THIS DRA~ING IS INTENDER TO BE SCHEMATtC IN NA~JRE THiS DRAWING SHOWN SUO~ESTI~) ROUTING(S) ONLY. ALTERNATE ROU~]N~S MAY BE USED, SO LONG AS THE SPRINKLERS ARE CONNECTED IN THE ARRANGEMENT SHOWN. Residential Fire Protection System Uponor, Inc. 5925 148th Street West Apple Valley, MN 55124 Tel: C800) 321-4739 :ax: C952) 891-1409 RESIDENTIAL FIRE PRDTSCTIDN SYSTEM TUBE TYPE, 1/2' AQUAPEX SPRINKLER INFORMATION DF HEADS THIS SHEET -24 DF HEADS THIS JOB -73 STATIC PRESSURE IS= 70 PSI 7 Q 7 Q "' NO DATE REVISION i l 04/0~/07 PRELIK & CENST, 1 OF 2 COLOR CODE LEGEND GREEN LINES= SPRINKLER TO SPRINKLER CONNECTIONS BETWEEN FLOORS. RED LINES= DIRECT FEED SPRINKLER FROM MANIFOLD. BLACK LINES= SPRINKLER HEAD TO SPRINKLER HEAD. Residential Fire ~ ~ -]./ Protection System ~ ~ Uponor, Inc. ~RDINAR¥ INT~RMEOIA~ 5925 148th Street West HEAT ~OURCE IN. ~N. qpple Valley, MN 55124 51DE OF F~REPLACE 36' 12' Tel: (800I 321-4739 F ~ewpee DISTANCES FROM HEAT SBURCES ~ nF HEA~g THIS SHEET -49 I upo~or uponor ~ OF HEADS THIS JO~ -73 ~ / ~ . SPRINKLER FLaW TEST DETAil 1 AQUAPEX aN- / ', I '= uponm ~ uponor BASE ENT L , gUPPLy~ / ~2' METER STATIC, 70 PSI RESIDUAL, 50 PSI ~ I ~ J l J - _ ~ I ~FC~3-16 FLAW, 500 GPM 1000' BF 3' CBPPER FRaM THE STREET 0 RFC43-14 ~C43 4,3 14X14 ) ~ mm m 0 RFC43-16 RFC43 43 I6X~ m Tee ~' S ~kLer ~, ~e Sp~kl~ T~ ~ ~re ~m~ / *' m ~' r~ GENERAL NOT'ES: s  I ~D DRA~NGS AC SHO~ ON ~lS SH~T. ~E~ DETAILS AND ~ ~ ~ DRA~NGS ARE P~OPRIETARY INFORMA~ON OF UPONOR COMPANY AND / // 1 AQUAPEX UP ~JEOT N~ER, 070104-4t R49 RECESSED SPRINKLER DETAIL R44 H~ RECESSED SPRINKLER DETAIL IF.EBUI~INGCONS.UC~ONDI,F~S.OM~ERRESPRINK~RP~N. XX X~RFC43-16 /~FC ~3 SYST~]E~]y, PAULMCCULLOCH ~LVAYS ~ v~zFY> J DESIGNED IN COMPUANCE ~m NmA I~D. MANI , ~ ~ x ~.~s' ~c~ scaly I ~' m 6' m~ 5. UPONOR ~RSBO "'AQUAPEX" ~BINg TO BE ~PPOR~D P~ N~A 1~ AND 1" AQUAPEX UP Z 3 6, MINlaUM SPACING BE~N ~EINK~ES IS 8'-0" E~E ~0 SPACING R49 ~ECESSE3 SPRINKLER ~ETA[L ~44 HgV RECESSE~ SP~[NKLE~ OETA[L ~ uponor N,T.S. uponor 2 HEAD ~1 & ~0 26.56 50.D1 ~ ~ K FACTD~ MAX SPACIkI~ 0 RFC43-~ RFC43 4,3 18X~ 0 RFC43-14 ~43 4,3 14XH 0 RFC43-16 RFC43 4,3 16X~ 0 RFC43-18 ~C43 4,3 1BX18 ~ ESCUTCHmN/ R49 RECESSED SPRINKLER DETAIL R44 HSd/ RECESSED SPRINKLER DETAIL "'"~' uponor N,T,S, uponor R49 RECESSED SPRINKLER ]]ETAIL R44 HSd/ RECESSED SPRINKLER DETAIL uponor N,T,S, uponor