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Home My WebLink About31712-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32407 Date: 06/14/07 THIS CERTIFIES that the building ADDITIONS & ALTERATIONS Location of Property: 44075 MAIN RD (HOUSE NO.) County Tax Map No. 473889 Section 75 (STREET) Block 1 SOUTH/PEC (HAMLET) Lot 20.1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JANUARY 6, 2006 pursuant to which Building Permit No. 31712-Z dated JANUARY 6, 2006 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ADDITIONS & ALTERATIONS TO AN EXISTING WINERY/TASTING ROOM AS APPLIED FOR. The certificate is issued to OSPREY DOMINION CO. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-04-012 OS/29/07 ELECTRICAL CERTIFICATE NO. 3005467 10/25/06 PLUMBERS CERTIFICATION DATED 06/04/07 HENRY P. SMITH ~~-~ Authorized Signature Rev. 1/81 " ~ U \ij APPLICATION FOR CERTIFICATE OF OCCUPANCY _ _ _ , ti._u," OErl T~N" DE S!'''T.HD' n ThIs applicallon must be filled 111 by typewnter or ink and submItted to the Bulld1l1g Departm~llh'the-rormwmg-:- . . Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 82r A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/1 0 of I % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. Old or Pre-existing Building: ( check one) New Construction: Location ofproperty: 44- 0'1 f, M A I "-' R D House No. Street P b C--iYl\J l c... Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section 4-7 '3 g ~ q Block IS Lot I-ZO./ Subdivision Filed Map. Lot: Permit No. 3 I '112 Date ofpermit. I - fr,- 0 b Applicant: 06~lI.Ltj j)Qm//.Jlo/.J Health Dept. Approval: Underwriters Approval: Planning Board Approva I: Request for: ( check one) Temporary Certif6cate $ 5{) !d- Final Certificate: Fee Submitted: Applicant Signature <<;,z. 7 ~ II Y Co~ 3J.l(O '7 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. 31712 Z Date JANUARY 6, 2006 permission is hereby granted to: DOMINION CO OSPREY PECONIC,NY 11958 for : ADDITIONS AND ALTERATIONS TO AN EXISTING WINERY/TASTING ROOM AS APPLIED FOR PER PLANNING AND SCHD APPROVALS at premises located at 44075 MAIN RD SOUTH/PEC County Tax Map No. 473889 Section 075 Block 0001 Lot No. 020.001 pursuant to application dated JANUARY 6, 2006 and approved by the Building Inspector to expire on JULY 6, 2007. Fee $ 498.50 ORIGINAL Rev. 5/8/02 @~.@ I BY THIS CERTIFICATE OF COMPLIANCE THE I ~ NEW YORK BOARD OF FIRE UNDERWRITERS ~ ~ BUREAU OF ELECTRICITY ~ ~ 40 FULTON STREET - NEW YORK, NY 1 0038 ~ I CERTIFIES THAT /}S. - / - 20. / I ~ Upon the application of upon premises owned by ~ ~ ~ ~ REP ELECTRIC THE OSPREY DOMINION ~ ~ PO BOX 635 44075 MAIN RD ~ I MATTITUCK, NY 11952, PECONIC, NY 11958 ~ ~ Located at 44075 MAIN RD PECONIC, NY 11958 ~ ~ ~ ~ Application Number: 3005467 Certificate Number: 3005467 ~ ~ Section: Block: Lot: Building Permit: BDC: ns11 ~ ~ 3 III~ ~ ~ Described as a Commercial occupancy, wherein the premises electrical system consisting of ~ ~ electrical devices and wiring, described below, located in/on the premises at: ~ ~ First Floor, showroom, 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 the 25th Day of October, 2006. ~ F.!J Name OTY Rate Rating Circuit ~ F.!J ~ Miscellaneous ~ ~ showroom addition ~ ~ Alarm and Emergency Equipment ~ ~ Combo Exit and Emergency Light 3 0 ~ ~ Appliances and Accessories ~ ~ Electric Heater Baseboard I 0.5 KW ~ ~ Electric Heater Baseboard I 0 .625 KW ~ ~ Air Conditioner 4 0 48.000 BTU ~ ~ Panels ~ ~ I 100 4 ~ ~WiringandD~ic~ ~ ~ Outlet 52 0 Fixture ~ ~ Fixture 50 0 Incandescent ~ ~ Fixture 2 0 Flourescent ~ ~ Outlet 31 0 General Purpose ~ ~ Receptacle 22 0 General Purpose ~ I ~~::ers I~ ~ General Purpose seal I I C~"""'""N~'~" "' , I ~ This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ~ @.@ @J~.@J I . BY THIS CERTIFICATE OF COMPLIANCE THE I ~ NEW YORK BOARD OF FIRE UNDERWRITERS ~ ~ BUREAU OF ELECTRICITY ~ ~ 40 FULTON STREET - NEW YORK, NY 1 0038 ~ ~ CERTIFIES THAT ~ ~ ~ ~ Upon the application of upon premises owned by ~ ~ ~ ~ REP ELECTRIC THE OSPREY DOMINION ~ ~ PO BOX 635 44075 MAIN RD ~ ~ MATTITUCK, NY 11952, PECONIC, NY 11958 ~ ~ ~ ~ Located at 44075 MAIN RD PECONIC, NY 11958 ~ ~ ~ ~ Application Number: 3005467 Certificate Number: 3005467 ~ ~ Section: Block: Lot: Building Permit: BDC: n511 ~ ~ ~ ~ Described as a Commercial occupancy, wherein the premises electrical system consisting of ~ ~ electrical devices and wiring, described below, located in/on the premises at: ~ ~ First Floor, showroom, 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 the 25th Day of October, 2006. ~ ~ Name OTY Rate Ratinl! Circuit ~ ~ ~ Receptacle 6 0 OFCI ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ H~ ; ~ ~ ~ 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. ~ @J.@J Town Hall, 53095 Main Road P. 0, Box i 179 Soulhold, New York j 197 j . c<:';';jf :'JL/-oc'~ /~.'~~- ~. .' - ..~, "" - . ...:.. . - . :;. ~ :, , "Z , '"":7 -...:......-; . - -0.. .,.. ~..h ~~ ._'~' -o-~~ -+ t --::.:-:----::::-.=:::::..~.. Fax (5 j 6) 765-1823 Telephone (516) 765-1802 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I FIe A T ION DATE: t,;,!I-f!O} Building Permit No. 31 "7 l Z-- Owner: 05 (!Rf. i.1 j) 0 In I Nl on.. (please 'print) Plumber: W t'\r'::J f. 5Y\^ ll1+ (please Iprint) " I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this Ljil-\ d.y 0' Q< ~ "200, ~otary Public, ~~: County d.~~~ MICHELLE L MARTOCCH NOTARY PUBLIC.STATE OF N~- NO. 01MA6158671 ,- MY C~~AlIAED IN SUFFOlK COUN'IY MISSION EXPIRES NOV. 27, 2OJ.Q KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D. SOLOMON JOSEPH L. TOWNSEND MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 May21,2007 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Mr. Frederick W. KoeWer P.O. Box 198 Pecoruc, New York 11958 ~~3 \ I Amended Site Plan for Osprey's Dominion Conservatory '. . . j Located on the n/s/o NYS Road 25 and 1,506' e/o Pecoruc Lane known as 4.407s..ManrRoad inPec~ SCIM#: 1000-75-1-20.1&20.2 Zoning District: AC \ t ---- ~. I' I , , ---.... Re: Dear Mr. KoeWer: At your written request date received March 7, 2007, Planning Department Staff performed a final site inspection at the above referenced property on the site plan stamped approved June 13,2006. In reference to the above, the Planning Board held a work session on April 30, 2007 and May 21, 2007 to discuss the approved site plan prepared by Carlos E. Cala dated December 17, 2003 and last revised April 24, 2006, the resolution dated June 13,2006, the as- built site plan prepared by John A Grammas dated December 17,2003 and last revised April 26, 2007 and staff site visit comments regarding the above referenced site plan. The Planning Board has determined the site plan requirements have been satisfied and include the following items: . All handicap parking stalls, access aisles and signage must comply with New York State Code and ADA requirements . . Outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadway.;. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. All lighting must meet town code requirements. . fu per landscape survivability, the applicant agrees to replace any of the landscaping which dies within three (3) years of planting. . fu per Town Code ~280-127, "any change in use or intensity of use which will affectthe characteristics of the site in terms of parking, loading, access, drainage, open space or utilities will require site plan approval". . The Planning Board recognizes the existing flagpole on the property, not indicated on the as-built site plan. This letter does not condone any changes from the as- built site plan and approvals from other agencies if required. Respectfully yours, ~~U1~@ Jerilyn B. Woodhouse Chairperson Cc: File Building Depattment (with map) Town Engineer (with map) Ene: 'fu-built' site plan prepared by Jolm A Granmoas dated December 17, 2003 and last revised April 26, 2007 KENNETH L. EDWARDS MARTIN H. SIDOR GEORGE D,BGbOMON JOSEPH L. TOWNSEND 8 I c\. C)'f-c MAIUNG ADDRESS: P.O. Box 1179 Southold, NY 11971 PLANNING BOARD MEMBERS JERILYN B. WOODHOUSE Chair OFFIeIM::6eATION: - - --TownHaffAnnex 54375 State Route 25 - (cor: Malh Rd. & YOtih1fs' Ave.r--' Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Mr. Frederick W. Koehler P.O. Box 198 Peconic, NY 11958 e I Jr' 1 IIICl j-.@. ~_~,Jt ' ~'j . ~ ! I I', \ ,.. 'I :\" " '('.'1 ...., " I : .'\ ~fl. ;, 'lei " ".,. -".,) l.q--.--- f\;_0G. ":~;'T. T \'- . '. 3..)l.;THOLD June 13, 2006 Re: Proposed Amended Site Plan for Osprey's Dominion Conservatory Located on the. n/s/o New York State Road 25 and 1,506' e/o Peconic Lane known as 44075 Main Road in Peconic SCTM #: 1000-75-1-20.1 & 20.2 Zoning District: AC Dear Mr. Koehler: The Southold Town Planning Board, at a meeting held on Monday, June 12, 2006, adopted the following resolutions: The final public hearing was closed. WHEREAS, the amended site plan is for the proposed alteration and expansion of an existing 1,357 sq. ft. building and approved conservatory building and dormer of 1,995 sq. ft. to include a 1,462 sq. ft. addition which includes a site plan change in parking to 41 required spaces and 59 overflow spaces provided on 4.46 acres in the AC Zone located on the n/s/o New York State Road 25 and 1,506' e/o Peconic Lane known as 44075 Main Road in Peconic. SCTM#(s) 1000-75-1-20.1 & 20.2; and WHEREAS, Frederick W. Koehler is the owner of the property located on the e/o Peconic Lane known as 44075 Main Road in Peconic; and WHEREAS, on August 9,2005, the Southold Town Planning Board granted final approval on the site plan prepared by J. Grammas Consulting and certified by Carlos E. Cala, Registered Architect, dated December 17, 2003 and last revised August 31, 2004 and authorized the Chairperson to endorse the final site plans, and the requirements of that site plan remaining effect, except as modified herein: and WHEREAS, on February 14, 2006, the applicant, Frederick W. Koehler, submitted an amended formal site plan for approval; and Osprey's DomiliiohG6hseNiillir)C-- -f'ageTwo~ _ _ ____":''::'JUne-::n;_2DQ6- WHEREAS, on February 16, 2006, the Suffolk County Department of Health Services, Reference No. C1 0-04-012, approved the revised plans to include the 1,462 square foot addition from their original approval on July 12, 2005; and WHEREAS, on March 1, 2006, the Architectural Review Committee reviewed the architectural drawings and associated site plan materials and approved the project pending submission of proposed lighting and catalog cuts; and WHEREAS, on March 24,2006, the New York State Department of Environmental Conservation responded that a permit is not necessary as long as all work is outside of any tidal or freshwater wetlands boundary; and WHEREAS, on April 3, 2006 the Planning Board accepted the "Landscape Development Planting Plan" dated March 24, 2006 and supporting materials prepared by Richard W. Gibney, R.L.A. including the removal of a 40" caliper sycamore maple located on the south side of the property east of the existing driveway entrance and replacing it with three (3) 2 - 2.5" caliper red maples; and WHEREAS, on April 5, 2006, the owner and President of Osprey Dominion Vineyards, Frederick W. Koehler, submitted a formal request to withdraw the windmill application known as L1PA Windturbine; and WHEREAS, on April 6, 2006, the Suffolk County Department of Planning responded to the applicant's request stating the proposed expansion is not on property in which the County owns development rights and has no objection to the proposed expansion; and WHEREAS, on April 17, 2006, the Southold Fire District responded that adequate fire protection has been supplied; and WHEREAS, on April 20, 2006, the Southold Town Building Inspector reviewed and certified the amended site plan for a "winery" use; and WHEREAS, on May 1, 2006, the New York State Department of Transportation responded after review and determined a Highway Work Permit is not required "as long as all work is progressed outside the Route 25 highway ROWand the Route 25 highway ROW is not used to perform any work"; and WHEREAS, on May 4, 2006, the Architectural Review Committee reviewed the proposed lighting and catalog cuts and approved the project; and WHEREAS, on May 8, 2006, the Southold Town Engineer reviewed the amended site plan materials and replied that all items have been addressed in a satisfactory manner; and -~--osPfey"s Domm1onConservatory PaQ-e Three- . ..JTIruL13:,:mu WHEREAS, on June 9, 2006, the Suffolk County Department of Planning responded after review and determined this matter is for "local determination as there appears to be no significant county-wide or inter-community impact(s)" and the Planning Board accepts this pursuant to 239L & M General Municipal Law; and WHEREAS, the Southold Town Planning Board, pursuant to Chapter 58, Notice of Public Hearing, has received affidavits that the applicant has complied with the notification provisions; and WHEREAS, the following items shall be required: 1. All outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. The lighting must meet town code requirements. 2. If necessary, the applicant must obtain a SPDES General Permit (NYR-10H057) for Storm Water Discharges (General Permit Number GP-02-01) from the New York State Department of Environmental Conservation for the construction activities. 3. All signs shall meet Southold Town Zoning Codes and shall be subject to approval of the Southold Town Building Inspector. 4. As per the landscape survivability guarantee, the applicant agrees to replace any of the landscaping which dies within three (3) years of planting; be it therefore RESOLVED, that on April 5, 2006, the owner and President of Osprey Dominion Vineyards, Frederick W. Koehler, formally withdrew the windmill application known as L1PA Windturbine pursuant to Southold Town Code 9100-254 B (6); be it further RESOLVED, that on April 11, 2006, the Southold Town Planning Board, acting under the State Environmental Quality Review Act (6 NYCRR), Part 617.5 c (7), makes a determination that the proposed action is a Type II and not subject to review; and be it fu rther RESOLVED, that the Southold Town Planning Board has reviewed the proposed action under the policies of the Town of Southold Local Waterfront Revitalization Program and has determined that the action is consistent provided that the best management practices outlined in the June 5, 2006 memo prepared by the LWRP Coordinator are implemented; and be it further RESOLVED, that pursuant to South old Town Code 100-254 Part I, the applicant agrees to incorporate all the requirements, comments, and recommendations of each reviewing agency as referenced above and as indicated on the site plan and corresponding attachments; and be it further Osprey's 130m inion ConservatOlY~~ .I"ag-erour June n-;-ZOOO RESOLVED, that the Southold Town Planning Board grant approval on the amended site plan prepared by Carlos E. Cala of J. Grammas Consultants dated December 17, 2003 and last revised April 24, 2006 and the Landscape Development Planting Plan prepared by Richard W. Gibney dated March 24, 2006 and authorize the Chairperson to endorse the site plans with the following conditions: 1. The site plan approval requires that all work proposed on the site plan shall be completed within three (3) years from the date of this resolution. 2. Prior to the request for the Certificate of Occupancy, the owner or authorized agent must request the said Building Inspector and the Planning Board to perform an on-site inspection to find the site improvements are in conformity with the approved amended site plan. 3. If the as-built site improvements vary from the approved amended site plan, the Planning Board reserves the right to request a certified as-built site plan detailing all the changes. 4. Any changes from the approved amended site plan shall require Planning Board approval, and any such changes without Planning Board approval will be subject to referral to the Town Attorney's Office for possible legal action. The Planning Board will issue a final site plan approval in the form of a letter following a site inspection and at the time the site improvements are found to be in conformance with the approved site plan. A copy of the approved amended site plan is enclosed for your records. As per the Town Code, one copy each will be distributed to the BUilding Department and Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, h~~ Chairperson Enc. cc: File Southold Town Engineer Southold Town Building Dept. Suffolk County Dept. of Health Services Suffolk County Planning Commission New York State Dept. of Transportation ..,...... .- -. -~._-. ':-~ JOHN A. GRAMMAS · PROFESSIONAL ENGINEER , UCiHSEOJN ~W'r'OR".NEW lER5EY.CONN~rUT u.~ ,........... . ".........AOilJSETTS.RHODE . MAXYLAND e. PENNSYLVANIA . DElAWARE.MA.INE.vrRCIN......VERMQ . ISLAND -WASHINCTON, D.C.. CEORGA NT NEW HAMPSHIRE- NATIONAl RECISTRATION -"65:; June 6, 2007 3?jj FULTON SlREEr :.ROUTf 109} !=AAMtNCOAlf., NY 11735-.3"51 TWPfiONE'(SJ6J &47...0395 '''''l "...~~E'6'&4.7-OS36 ~~ '~f@.C>>._COM Bui1ding Inspector Town of Southo1d Bui1dinq Department Southo1d, NY Re: Osprey Dominion 44075 Main Road Peconic, NY SCTM No. Our Fi1e No. Vineyard and Winery 075-001-201-202 6011 Dear Sir: Our firm prepared the p1ans for the above referenced project. We have reviewed the inspection report dated March 9, 2007 and issued our 1etter dated 1lpri1 15, 2007. We have now reviewed the inspection report dated June 4, 2007. Our previous certification is now expanded as fo11owing: the foundation report inc1udes damp roofing and re-bars; the framing report inc1udes strapping and insu1ation. Our firm had reviewed the rough p1umbing during many of our jobsite visits. Our firm has made periodic visits during construction and can verify that the structure has been insta11ed in accordance with the approved p1ans including: footing, foundation, framing, trusses and venting of sky1ights. The pressure tests were submitted under separate cover. Page 1 . 'l'OWD of Southold Building- Department Our File No. 6011 Cont'd June 6, 2007 Page 2 JAG:cah Suffolk County ~.4 JOHN A. GRAMMAS . '7::'- - 1-20, / 75,- - I - 20 ,2- PROFESSIONAL ENGINEER LICffllSEO IN N[W,"ORJC-NE',N rEISEY-COHNfCTlCur. M-'S$f\CHUSfTT . . MAJtVLANO- PENNSYLVANIA. DElAWARE -MAINE -V1RQNI -VE<<Mo S RHOO E ISt.A.ND" WASHINGTON, D.C.. CEORG,^ A HT. NEW HAMPSHflU- NATrONAlltfGlSTR:ot\TION ....055 31'4 FUllON S'iRm :ROUTE 109; ~ARM1NCDA.lE. NY" 735-J461 Tf:LEPHONE (516j 047.0)'95 fi'X(.516J64'.05Ja E.M."ll:~PE@AOLCOM Apri1 18, 2007 Building Inspector Town of Southold Building Department Southold, NY Re: Osprey Dom:i.nion 44075 Main Road Peconic, NY SCTM No. OUr File No. Vineyard and Winery ~ ) 1 (~ 075-001-201-202 (;011 Dear Sir: Our firm prepared the plans for the above referenced project. We have rev:ie_d the inspection report dated March 9, 2007. OUr firm has made periodic visits during construction and can verify that the structure has been insta1led in accordance with the approved plans including: footing, foundation, framing, trusses and venting of skyli.ghts. Suffolk County ~:cah . -. ._~ ,oR 30 J ARCHITECTS ~ ENGINEERS L...::. RAMMAS CONSULTANTS JAN~9 , i l__ -' January 5, 2006 Mr. Michael J. Verity Chief Building Inspector Town of Southold 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 RE: Osprey Dominion Vineyard & Winery 44075 Main Road Peconic, New York, 11958 Dear Mr. Verity, We are in receipt of your letter of 12/13/05, requesting clarifications and additional information for the above reference project. Accompanying this letter is a revised set of plans that address these issues. The following is a brief summary of our response: 1. Use and Occupancy: The use of this building is "Group M: Mercantile". The apparent design of the space as an open area does not indicate any alternative use. All mercantile spaces have large, unobstructed areas for installation of merchandise. That merchandise can be set in racks, gondolas or open bins. The stated use of this building is a mercantile establishment, for the sale of wine and accompanying goods. It is not a place of assembly, a meeting room or eating and drinking establishment. To affix this purpose to the addition is merely an assumption. The fixtures shown are large custom table units, whose position may be varied to accommodate special events and holiday sales. 2. Type of Construction: The construction type of this building is NYS Code Type 5a. Type 5a construction provides for a one hour rating of walls, floors and structural elements. It allows 3 stories/14,000sf of area for Group M occupancies as per table 503. 3. Fire Separation between occupancies: The stated occupancy of this space is M mercantile. There is an incidental use for storage, which is located in a second floor space of 645 square feet. As per table 302.3.3, sub-note (b3) "Occupancy separation need not be provided for incidental storage areas within group B & M if the Area is less than 1000 square feet". 4. Fixture Count: A fixture count has been incorporated into the revised plans; we have added a toilet room and fixtures to meet the code requirements. 5. Exiting: The upper level incidental storage has an occupant load of 3, as per NYS code Table 1003.2.2.2 (1 occupant per 300 sf of area). As per Table 1004.2.1, this space is allowed one means of egress. Travel distance from the farthest point on the second floor to an exit door is +/- 53', less than the 75' required by Table 1005.2.2. The stairway meets all dimensional requirements of the code. 374 Fulton Street, Route 109 Farmingdale, N.Y. 11735-3461 Telephone (516) 84)-()395 Fax (516) 84).0536 E-Mail: NCDC@AOL.COM J ARCHITECTS 4 ENGINEERS L....::. RAMMAS CONSULTANTS 6. Interior environment: Under NYS Code section 1207.2, storage rooms are allowed to have a minimum height 0[7' -0". 7. The nailing schedule has been revised to reflect requirements for the 120mph wind zone that governs this projects design. Please refer to our drawing A-4 for specifics. Please call our office if you require any further clarification. 374 Fulton Street, Route 109 Farmingdale, N.Y. 11735-3461 Telephone (516) 847-0395 Fax (516) 847-0536 E-Mail: NCDC@AOL.COM 3/7/')- Z / /~ /i VI /~ f~~ ~ct? TOWN OF SOUTHOlD BUilDING DE . 765.1802 --------- INSPECTION fJ 0) 4J [ ] FOUNDATION 1 ST [ ] ROUGH PlBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING \)<i FINAL A; [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONS1RUCTION [ ] FIRE RESISTANT PENE'lRAnON REMARKS: tV M jJ. ~. -!::o-- ~7- ~ /U.-~. ~~..~ ) / ~~ ~ ~/~P'- ~~~tf- ~ 'cvet?~./ ~~~ J- f~ ~ ~~cf, DATE ~-'f-07 INSPECTOR ~~ I,-~~) ?-(i#f)~ TOWN OF SOUTHOLD BUILDING DEPT. 3 ~ INSPECTION of< ~ [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING I STRAPPING ~ FINAL [ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESI~ PENETRAnON REMARKS: l/~~~ aJA..' - ;P If A-. . r it,::;- ~ :J o " ., 3J 1/ /}- 2- +A ~ N v [kt -r ~, , .r . . ~ of ~~4:~~~ DATE 3 --:- r -07 () INSPECTOR ~~ r ~ L-.-L?~2. 'l4- tll-' ' ~ .n .;-",v,: 7~ --v~--#-- ~ JI> . '" +-')(vo/~~~ ~, ~ fi<~, ]17/2-t- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [] ROUGH eLBG. [ ] FOUNDATION 2ND [~ION [ ] FRAMING I STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION /Yn-J A ~ WI-- . /, ~j? /O~ ( INSPECTOR DATE FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (lSn l}J." ~~ ~~ 9-1::i 'It -- \ / {J.J/. .--h 1111. 1 /I.<J.t . [ '/ I ~ ~'l' t: " , 'h:D ~~ +~ iJ'\iI FOUNDATION (2ND) ROUGH FRAMING & PLUMBING . J1- '"".ft.~A f.r. (//_~ ~. '~,~ /.J,- Z~ / VnJ.-~ -=.' ~ ~J _ JI / '. 0/ I /177-, .:'\ -~ / c'== z. , r~~ I I 1,/,-' f ..l 11", '. z o .1;:' ..? o '" .J ., ~~ ., ;./7 1m I I n//', OJ -0 ~, ~. / A a --c \ _ I) /~ f ~~ t"' l"i ., INSULATION PER N, Y. STATE ENERGY CODE ~ ? 3-1-61 lit'. JJ' I H ~ -'. . JJ~ 3 - cpr- T~. ,,,In.gd)llA,n_IE-z~ M.+.~R_, t'-nPb I~) ~cll n~~' . -~ f'~f '/C....u4 . if ~'~ ~-..:~ lIQA....r/.. ,/ ~ {/ r .~ ~(}...., /o2OA.' (/.'/,-}A ;:"g~. p...." U,. ~--l)t: " FINAL z,,, I ~___ 'J.A / 0.-, oJ- ~./.,pJ .... . / Ch, ',J..,. 'A /:E,~' I ,-I/~ .ff-rn .7JL' . ~_OL ..... . /"IJ~ V..... -T' v JI , .f) !.J' r+- I/I-^O-'~. AO'~.J-!I ~ ~ .Vf",pf-J .:....!,;, '. oll.rJ fhJ/l ~. --:>: ~.4J,h ..... ADDITIONAL COMMENTS J\ _~L., -k(\,Ji..p Io.()f"\' V\O> [ADGtrof '" /)~^J\lv'<--Q ;). I r X:' l:i ft,.'I.~n&-0 -~^",J)6.0.H,(JO ,~,.,t.O" lJ 1(- 1::~<~~~i%l~~~:~~~~:V:My)~c,~j:L'<Jc~T ri l'o"-J-S-O!,;, =ffi~u.' ~v;~CV{t,../Vlc1cf dtA'rl;;)'-/T)~al 2> 10-1).-0; 0" '. a It; Ig' 01( k C'#P ../.t;!1 II . A' (;, '1'1. OJ ;;::'(0:; .hJ5P<{cTtffi'1 p~<C-.1) 'iN 5/3/07 Nt fja aJ f/'{ 11, I~ " ~'-() " f\ . .uf Ir".;4.' --.Jto! \ ~ ~- , ~ S~ S?:t o to! Q\ ~ ., f :t () [;; - ." , ~ TOWN OF SOUTHOLD . BUILDING DEP ARTM~,W'2 7 3Xlt TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www.northfork.netlSouthold/ PERMIT NO. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 3 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Examined Approved Disapproved ale !c.rf/u! --I Exp' ation . ,20~ ,20 :/;. . "'.r- ,,--];Pl(, ,20 . /' /" .- 2'f 2 ",..L/ , ,( Phone: r' APPLICATION FOR BUILDING PERMIT Date 1)1 J.9/o 3 ,20_ oM 2 1lDl4 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. fee according to schedule. b. Plot plan showing location oflot 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 South old, 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 ._,^" ;""""= 00 ,,,,,",,,.m! ill bwld;", fm o<==y ;0_=. ) ~ . Jj)~~~ .<'~ ~ (SignaTure of applicant or name, if a corporation) IJJ..f 67<;" ~ \1D _ PF-COHlC (Mailing address of applicant) , I q S-p State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder U~1A Name of owner of premises (!)~ J9~ ~~ f:li) (As on the tax roll or lat t deed) orat n, si e of ulyaut ed officer Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. I. Location of land on which proposed work will be done: ifll 07 c;- IA 6.. t-..\ J2.0~ . 'PtUJ&.J I c... House Number Street Hamlet /1'158' County Tax Map No. 1000 Section Subdivision ,15 Block ()( Filed Map No. "'(m~,~~ l31:":':~! ~"';C?~~ ;'::q\"l"'''! .. .... .t",~. '''. ,.,., ., '''tu''''~l''(' ,~...t". ;" _J.~' ,f."J _O~.{'t,..~2,1 '~/ji.1i:,'i (Name) 2. State existing use and occupancy of pr, emises ~ il}tended use and occupadcyo5propOsed construction: a. EXisting use and occupancy ~ -L'tJ-1f . A.iHIMn , b. Intended use and occupancy A< i=.;f -J..h .t -"" 3. Nature of work (check which applicable): New Building Repair Removal Demolition Addition ../ Other Work Alteration (Description) 4. Estimated Cost I/'5: ~O . Fee 5. If dwelling, number of dwelling units If garage, number of cars 6. Ifbusiness, commercial or mixed occupan,cy, specify nature and extent of each type of use. ,/M /::/ 'At (To be paid on filing this application) Number of dwelling units on each floor 7. Dimensions of existing structures, if any: Front Gb'-6" Rear Gb'-b~ Height ,q,- 10 - Njc. Number of Stories I ~ Depth -e..S ,~ .3 " Dimensions of same structure with alte(ations or additions: F,ront 5h' oS'. Rear -5h '_<5- Depth E;G, ~ ~. HeightJq ~ LD" ~4-\~e-) Number of Stories \ ~ 8. Dim,ensions of entire new construction: Front Rear~'-o II ~'fn.,Pth.w:3/1- 5 II I I ,. )-r .) , ' Height 13 -10" Number of Stories " 5..... 9. Sizeoflot: Front As:;.4-.4' Rear lW1 ~l Depth ~5"''''.1' Name of Former Owner l;()J&.c. t,;r S~ ~ 1zM,., ~ fj.-C- 10. Date of Purchase ;)./yq.~ I 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO v 13. Will lot bere-graded? YES_ NO V'Will excess fill be removed from premises? YES_ NO~ 14. Names of Owner of premises Name of ArchitectJ.c.~ C'O..s.Jl:<hI.1"-; Name of Contractor Address a74- FUL"tVU ::n-; Address i=t>1ZMuJG D6.<.e NY. Address Phone No. Phone No!!~H"'.~1.0~"" Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES _NO ./' * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_NO ..---- * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) r I,' f: ,IJ F /1 I ~ If [0 lieF' f.lLI~ (l being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the ()tv 1'/ 15 (1 (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. 20 \J 1 ",' / '4~~k4/kLu1Lt./ Signature of Applicant' BONNIE J. IlOROSIII \IollIry Public, StaIB Of IIIwM Ko. 01006095328. SuffaIk C)IIdr Term ExpiIlSJuJ, 7. 20~ COUNTY OF SUFFOLK A w STEVE LEVY SUFFOlK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES BRIAN L. HARPER, M.D., M.P.H. COMMISSIONER PERMIT CONDITIONS Health Services Reference # C I D - 0 t.-f - 0 I ;)... Project Name 04f^ 1 J fJtr.-.. ~ ~ A'.trY'- 1/.;.,.J1'J oJVJ f tJ ~ The attached plan, when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply and/or a sewage disposal or collection system for the property as depicted. The applicant should take note of any conditions of approval, which may be indicated on the plan or enclosed herein. Construction must conform with applicable standards including "Standards for Approval of Plans and Construction for Sewage Disposal Systems for Other than Single Family Residences." Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adeqmicy of the complete design. The permit (plan) expires three (3) years after the approval date. Any modification which may affect the proposed sewage disposal or water supply systems requires submission of a revised plan and additional fees (if applicable) for reapproval prior to construction. No inspections will be performed by the department on expired pennits. Permits may be renewed, extended, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Other than Single Family Residences (Form WWM-018). It is the applicant's responsibility to call the department ;1/ adl'allce to arrange inspections of the sewage disposal and/or water supply facilities prior to backfilling. These include inspections of the sewage collection and disposal systems, water supply system components and piping, and final grading as shown on the approved plans. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. The department must be notified at least 48 hours in advance to schedule an inspection hy calling 852-2097; and excavation inspections must also be confirmed by calling 852-2100 prior to 9:30 a.m., the morning of the inspection. Article VII of the Suffolk County Code, "Septic Industry Businesses," requires that all installers of septic systems within Suffolk County shall possess a valid license from the Suffolk County Office of Consumer Affairs. This office can refuse to pelform inspections or grant final approvalfor the construction of projects that are installed by an unlicensed individual. It is, therefore. in your best interest to utilize a cesspool cOJ.ltractor with a valid license to avoid substalltial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the use of sewage disposal or water supply systems. SEE PAGE 2 WWM-OI6 (Rev. 06/22/04) Page I of2 o Application for a Food Permit to the Food Control Unit (Call 852-2067 for instructions.) Q"Four (4) prints of an As-Built plan ~'Tap letter" from water district o Certification from the licensed sewage disposal system installer o "S-9 form" from Suffolk County Department of Public Works (SCDPW) o Sewer district approval of sewer line installation (for other than SCDPW districts) o Well drillers certificate 0 Water analysis o Certification of Carbon Monoxide Alarm Installation (form WWM-075) o Certification of Sewage Disposal System Abandonment (form WWM-080) ~ Design Professionals Certification of Constructed Works (form WWM-073, enclosed) for: o Sewer lines and sewage collection system o Retaining walls (approved as part of the sewage disposal system) o Sewage pump station/valve chamber o Sub-surface sewage disposal system o Sewage treatment plant o Water supply system ~Abandonment of Preexisting sewage disposal system and/or water supply o Other: o Other: WWM-016 (Rev. 06/22/04) Page 2 of2 J ARCHITEC TS ~ EN61NEERS L::. RAM MAS CONSULTANTS Transmittal To'- t)l!DP'-t \(oa\Lt:::1Z- O~'-'f' s no/otlJ..ltOo.-, VIAJ.E'{I-JU>'S. ~ \Jta.le~>-r From: l2:>eAD. !:\L' ~ I Date: <<ilz..SLOG Re: " Dep.... 01= +t~n\ lleD l<$<cu :5 Our File No. 51!-Cj Via: MAILED COIllIl\ents: PLEAEE t:t"XD €J. It" LOC>c:l:) q bA lEt>/12eI16€C ~ ~ UIQt='fP>-eJ)'5 'Fbe- I.foul.- FILC--S 374 Fulton Slree~ Route 109 Farmingdale, N.Y. 11735-3461 Telephone (516) 847-0395 Fax (516) 847-0536 E-Mail: NCDC@AOL.COM ba.<.J1-{6..1 T'S JL:, I ARCHITECTS ~ ENGINEERS RAM MAS CONSULTANTS April 27, 2005 To: Mr. Craig Knepper Suffolk County Department of Health Services Office of Wastewater Management Suffolk County Center Riverhead, New York 11901 RE: Osprey Dominion Vineyards - SCDHS Ref. No.: CIO-04-0012 44075 Main Road, Route 25 Peconic, New York 11958 SCTM #1000-75-1-20.1,20.2 Dear Mr. Knepper, Please fmd enclosed our revised site plan and supporting documents for the above referenced project as per your outlined review of April 20th, 2005. Revisions included based on your comments are as follows: I) Building #2 is only used for storage and wine production, which includes the washing of wine vats, etc. This agricultural use does not seem to warrant the use of public water, so the line from the existing well servicing Building #2 for agricultural use will remain in use. 2) There is no proposed sanitary or public water to Building #3, and is now indicated on the revised plan. 3) Interior metes & bounds are eliminated, and the 46.22 acres have been denoted as agricultural use on the overall site plan and site data. 4) Design calculations for Building #1 have been revised to coincide with previously approved plans. Since no food preparation or catering has occurred, or is plarmed, for Building #1, the 5gpd/occupant is used for the updated calculations. 5) A SPDES permit #NY 0252344, DEC ID# 1-4738-01127/00001 has been renewed, and a copy enclosed. If you could please review and clarify this design flow rate, we would appreciate it. If you have any questions, or need additional information, please call our office. Very truly yours, e/~ // j' / '/ AC,(j:~a , ' Badley 1. Alle0 . Granunas Consultants t2j/f:~G<-- 374 Fulton Street, Route 109 Farmingdale, N,Y. 11735-3461 Telephone (516) S47-D395 Fax (516) 847.0536 E-Mail: NCDC@AOL.COM WWM - 006 (Rev. 5/02) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OFFICE OF W ASTEW ATER MANAGEMENT SUFFOLK COUNTY CENTER RlVERHEAD. NEW YORK 11901 (631) 852-2100 NOTICE GMZ 2 4 NOTICE OF INCOMPLETE APPLICA nON - COMMERCIAL TO: J. Gramrnas Consultants 374 Fulton Street Farmingdale. NY 11735 PROJECT NAME: Osprey Dominion Vineyard REFERENCE NO.: ClO-04-0012 SCTM NO.: 1000-75-1-20 Your submission for the referenced project has been reviewed. This office will require the following for further review and/or a roval: o Completed Application WWM-004 o Processing Fee $ due o SEQRA Determination - Town o Wetlands Permit or Waiver - NYSDEC/Town o Town / Village Zoning Letter o Restrictive Covenants for: [g] SPDES Application form D - see note (4) o Well Water Analysis o Public Water and Sewer Availabilit Letter Engineering Report o Article 6 (Subdivision) Approval o Water Quality Approval o Pollution Control Approval o SCDPW Approval o Review Board Determination o P.E./ R.A. Certification of Existing Sanitary System [g] Certificate of Authorization or Disclaimer [g] PEIRA si ature re uired on a lication - form returned INFORMATION MISSING AND/OR CORRECTIONS REOUlRED ON PLANS o Suffolk County Tax Map Number 0 Storm Drainage Structure Locations o Metes and Bounds Description 0 GallonslDay/Acre Sewage Discharge o Lot Size 0 Key Map [g] Sewage Disposal Design Calculations - see note (4) o Distance to Cross Street 0 Location / Layout of Sewage System o LocationlDatelResults of Test Holes 0 Profile / Details of Sewage System o Floor Plans 0 Sewage System Invert Elevations o Gross Floor Area of Building(s) 0 50% Expansion Area for Leaching Pools o All Surface Waters Within 300 ft. [g] Water Service Line Location(s) - see note (1) o Topographical Contours (5 ft. interval) 0 Pdvate Well Details and Location o Neighboring Wells and Sewage Systems within 150' 0 Profile / Details/ Location of Water Supply System of property (or specify that there are none) 0 Existing Building. sewage/water system location(s) o Signature & Seal of Design Professional 0 o 5" x 7" Clear Area for Department Approval 0 o Other: Project does not conform to Department Standards. See enclosed Notice of Non-Conformance. [g] Comments: (1 )Show proposed public water line to bldg #2, 10' min. from all sanitary & drainage structures. Separate tap should be proposed to each bldg, if not. a water supply design report is required (see guidelines encn - update plan accordingly. (2)Show existing or proposed sanitary & public water locations to bldg #3. specify if none. (3)Partial site plan shows four interior metes & bounds descriptions: interior descriptions not acceptable - remove (dashed lines OX..which should be consistent with linp,s shown on overall site plan: extra "iog" shown?;. Also, since 46.22 acres is to be used for agricultural purposes, specify. (4)Sewage design calcs. for bldg #1 differ from previous approved plan which included wine tasting <H.D.Ref.#ClO-94-018). If wine tasting, use 5 gpdloccupant (previously indicated at 80 occ) and if there will be any food preparation, or catering, provide an additional 2.5 gpdloccupant with a proposed exterior grease trap: clarify use, update calculations & Rrovide SPDES if total site flow> I ,000 ~d. CC: Frederick W. Koehler, Jr.. Osprey Dominion Co. iREVimVED BY:- Craig Kri~pp~iC\'---"-'-" '1 Main Road ;.--.--.---.---......-.--.-----.-.-.---.-.--.--......................; Peconic NY 11958 I DATE: April 20. 2005 ' I L_______.__._______.______._.___.___n__n......_.___.__n__n....._............mj PLEASE RETURN A COPY OF THIS FORM WITH ANY RESUBMISSION(S) SUFFOLK COUNTY DEPARTME,"-, OF HEALTH SERVICES OFFICE OF W ASTEW A TER MANAGEMENT SUFFOLK COUNTY CENTER - RIVERHEAD, NY 11901 (516) 852-2100 APPLICATION FOR SEW AGE DISPOSAL FACILITIES AND WATER SUPPLY SYSTEMS FOR OTHER THAN SINGLE F AMIL Y RESIDENCES This application is for (che9'101 that apply): [ ] New Construction f1 Addition to Building [] Extension of Existing Permit [ ] Change in Use [] Revision of Approved Plan [] Renewal of Expired Permit 18-0863..8/96 [ ] Food Establishment [ ] Other !=at.- ;;:,\'t::iZAC.~/T"'~)"PO~) (',u &=I2V"-=:::r: Briefly Deseribe the Proposal Aod Use(s) ofBuilding:b~ c:'>D,"Sc- SECTION 1 Business or Facility Name Hamlet Town Os ~h..i\D I k1.lo.l.sz:' Property Locatior@lEIWsideof -h~\..l '"f:A" ~ eo') OR NISIEIW Comer of t=&D4i<!... ~FeetN/~of 6c1.:m\oLb and District(s) Section( s) Block(s) Lot(s) W.\ Tax Map No . 01 Address: '. -".., '" Name ofIndustrial Park, Subdivision and/or shopping center (if applicable) Previous Health Department~efer.ence No(s). Gallons Per Day of Sewage Discharge EXistin~b,c? T uwn Zoning of Parcel Occupancy Rating as per Building Code Proposed .1::;100 Specify Method of Water Supply. [~ublic [ Specify Method of Sewage Disposal. [~ubsurface Disposal (conventional) [ [ ] Other (explain) A-C...- o Total Area of Parcel Total Gross FloorC'\rea ofBuilding(s) (Acres) 1lc;.l..fl<,<i2.lc"crUMl- Existing \ I 51=71 .~ +. fc,D.>.c... Proposed ',. I +~.8= Distance To Water Main & Name of Nearest Public Water District: :!: B6'2..i- ::>.Ji'h.UL. L,;wT'( WAJ"'EL IW11leXUT'f Distance To-& Name of Nearest Public Sewer District or Treatment Plant: ] Private Well ] Public Sewers WWM-004/Rev Q/Q;;) FOR CHANGE IN USE OF AN EXISTING BUILDING ONLY. Site & floor plans will be required for review. Previous Name(s), Type of Business and date last open. Floor Area of Proposed Business Date Building Constructed . ......... FOR FOOD ESTABLISHMENTS ONLY. '. Type of Seats . . Bar Restaurant Catering Outdoor Number of Seats Permitted in Previous Establishment . . ." . Number of Seats in Proposecl Establishment . ... i . I . . ........ ... SECTION 2 FOR HAZARDOUS MA TEIUAL STORAGE OR DISCHARGE YES NO 1. Is or will wastewater, other than sewage, be discharged into the ground? / If yes explain 2. Is or will oil be stored for heating purposes? If yes, indicate the number, size of oil tank( s) in gallons & year installed ,/ " Does the business(es) require process tanks or petroleum storage tanks such as ~. gasoline, kerosene, diesel, gasohol, motor oil, antifreeze, or waste oil? ,j If yes, indicate number aboveground & number underground Indicate materials that are being stored 4. Does or will ihe business(es) have more than 250 gallons of drum storage? I If yes, indicat'. ,-jumber of drums and amount of gallons <; Do,..' ,vii! 'he business(es) have collection sumps, troughs, floor drains, boiler ., ,'l' j 'Ie,' -O;,~iln Docs or will the business(es) involve any manufacturing processes or use of any chemicals? ,j If yes explain SECTION 3 If the answer to any of the above questions m section 3 are yes, then permit(s) for hazardous matenal storage or discharge may be necessary in accordance with Article 7 and 12 of the Suffolk County Sanitary Code and a separate report may be required. Contact the Office of Pollution Control (516) 854-2501. OTHER PERMITS REQUIRED YES NO l. Are any of the following permits required? V a. Wild Scenic and Recreation Rivers Permit - NYSDEC v' b. Long Island WelUWater Supply Permit- NYSDEC / e. Tidal WetI:mds Permit ./ d. Fresh Water Wetlands Permit ,/ e. SPDES-D Permit, sanitary waste only - SCDHSINYSDEC / f. SPDES Permit - Industrial Waste - SCDHSINYSDEC ,/ g. Toxic and Hazardous Materials Storage/Handling, Article 12, SCDHS i/ SECTION 4 WW:ll-004 (Re\'. 9'96) PJge 2 of-l ENVIRONMENTAL QUALITY AND HEALTH REVIEW YES NO 1. Is the property located within or substantially contiguous to a locally or county designated Critical Environmental Area (CEA) pursuant to Article 8 of the / Environmental Conservation Law (ECL) and 6NYCRR 617 (SEQRA)? . 2. Is any portion ofthe subject property in a "Coastal Erosion Hazard Area" (pursuant to 6NYCRR Part 505) or subject to imminent erosion or nooding? ,j If yes, show area on plans and/or explain 3. Is the property located within the area designated Central Pine Barrens Core. / Preservation Area pursuant to Article 57 of the ECL? .j 4. Has a determination of Environmental Significance (Negative or Positive Declaration) been issued by any other permitting agency for this project? If yes, provide copy of determination and/or details. I , ., 5. Has a determination been made by any other permitting agency that this project is 11 Type I action pursuant to SEQRA? I If yes, explain I 6. Will the completed project routinely produce odors, or operating noise which exceeds the local ambient noise levels? I If yes, explain 7. Has the property ever been used for the disposal of solid waste or hazardous waste? / If yes, show area on plans and/or explain 8. Are there any existing environmental factors which may affect the public health and safety of the completed project's occupants (for example, neighboring landfills, petroleum spills, toxic materiats, noise sources, odors, etc.)? \,/ If yes, explain 9. Is the subject property within 100' of any surface water(s) or wetland(s)? / If yes, show on plans. 10. Is the parcel subject to existing covenants or restrictions? / If yes, explain 11. Does the project require a change in zoning or a zoning variance? / If yes, explain 12. Is there a public water wellfield within 1,500 feet of property boundaries? / If yes, show on plans. SECTION 5 APPLICATION IS HEREBY MADE FOR A PERMIT IN ACCORDANCE WITH THIS APPLICATION, SURVEY(S) AND PLAN(S) SUBMITTED. I CERTIFY THAT THE INFORMATION ON ALL THE PAGES OF THIS APPLICATION AND ALL THE ATTACHMENTS HAVE BEEN REVIEWED BY ME AND THAT, BASED ON MY INQUIRIES, SITE INVESTIGATION(S) AND/OR OTHER STUDY(IES), I BELIEVE THAT THE INFORMATION IS TRUE, ACCURATE AND COMPLETE. I UNDERSTAND THAT FALSE STATEMENTS MADE HEREIN ARE PUNISHABLE AS A CLASS A MISDl',MEANOR PURSUANT TO SECTION 210.45 OF THE PENAL LAW. Mv<<-UJz/ J1/ ;d~ Property Owner's Signature_ Print Name Date ..0. Applicant's Signature Print Name Date Design Professional's Signature .~ I~ /}blh:-ff/ Print Name ~cl+lv it 0f:..../I-MMIt:'> License# ('1::2-76"3>:5 Date 4--zg-o~- -- WWM-004 (Rev. 9/96) Page 3 of 4 Suffolk Couuty Departmeut of Health Services Office of Wastewater Management Suffolk Couuty Ceuter Riverhead, New York 11901 CERTIFICATE OF PARTY CLAIMING EXEMPTION FROM NEW YORK STATE EDUCATION LAW, SECTION 7210 Whereas Resolution No. 373-2002 of the Suffolk County Legislature requires that: "RESOLVED, that any engineering entity, including land surveying entities, submitting plans. reports, specifications, analyses, permit applications or other engineering or land surveying work to any County Agency, Office, Division, or Department, shall have a copy of its Certificate of Authorization, issued pursuant to Section 7210 of the NEW YORK EDUCATION LAW, on file with the Agency, Office, Division, or Department for which the work is being submitted or performed;" I, J6>f;- ft G,'R. 4J.1 tVtft5 ' certify that I# firm have~ubmitted plans, reports, specifications, analyses, permit applications or other engineering or land surveying work to the Suffolk County Department of Health Services, Office of Wastewater Management for the following application: Name of Application: cJsrre-C~ ~lj.IIDo.l \L"F'1H'''' <t WIrIl='P-,{ Health Department Reference Number: C-in - rJ4--fXJ Ill- Tax Map Nnmher: District lCir-->CJ Section ,6 Block(s)~Lot(S) QD./ Location/Address: ~ 1--1AiA..1 l2-<-L'~ 9J=> ') 1l=< n.1II' I ~fl.1 '-f a> i/ 1I'iff> IIthis firm havelhas NOT submitted a Certificate of Authorization issued pursuant to Section 7210 of the Education Law inasmuch as I/this fIrm amlis exempt from doing so because: xr I am a licensed professional engineer in contract individually with the applicant; or o o I am a licensed land surveyor in contract individually with the applicant; or I am a member of a licensed architectural firm in contract with the applicant and the application for engineering work submitted is incidental to the overall architectural services which this fIrm is performing for the applicant; or o I am a licensed architect in contract individually with the applicant and the application for engineering work submitted is incidental to the overall architectural services being performed for the applicant; or o I am an exempt surveyor pursuant to the provisions of section 7 1;:"___ " ,~, Ed~catio~ Law, in contr~ct individually with the applicant and ~~i~A~~('!;'A;' engmeenng wqrk ofa mmor nature. ~~/;"'.: .,. '<>'~'-:";',.'\ /L P 1 w l/ f' ...... :~'\ Signature Vp7:-1iV{ 1\/~11'V1/tJ.t:'';;} Date-<. PrintNam~/ J'<! If-A/ A- ~'Fjl-M 1'1 ft-~_ WWM-083 (05129/02) APR-28-2005 05: 05 P,M . P.01 New York State Department of Environmental Conservation Division of Environmental Permits, 4th Floor 625 Broadway, Albany, New York 12233-1750 Pl1one: (518) 402-9167 . FAX: (518) 402-9166 W.~lt.: www.dec.state.ny.us Osprey Dominion Vlneyw~rds & Winery Tom Stevenson PO Box 19B, 44075 Main Road Peconic, NY 11958 April 12, 2005 FACILITY INFORMATION NAME; Osprey Dominion Vineyards LOCATION: (T) Southold COUNTY: Suffolk SPDES NO: NY 025 2344 DEC ID NO. 1-4738-01127/00001 CD o..nloe M. Sheehan Acting Commlaaloner Dear SP~ES Permittee: Enclosed please find a validated NOTICE/RENEWAL APPLICATION/PERMIT form renewing your State Pollutant Discharge Elimination System (SPDES) permit for the referenced facility. This validated form, together with the previously issued permit (see Issuance date of this permit In Part 3 of the NOTICE/RENEWAL APPLICATION/PERMIT form), and any subsequent permit modifications constitute authorization to discharge wastewater In accordance with all terms, conditions and limitations specified therein. ihe Instructions and other information that you received with the NOTICE/RENEWAL APPLICATION/PERMIT package fully described procedures for renewal and modification of your SPDES permit under the Environmental Benefit Permit Stretegy (EBPS). As a reminder, SPDES permits are renewed at a central location In Albany In order to make the process more efficient. All other concerns with your permit such as applications for permit modifications, permit transfers to a new owner, name changes, and other questions should be directed to the Reglonai Permit Administrator at the following address; John Pavaclc NYSDEC REGION 1 Building 40, Room 121 Stony Brook, NY 11790-2356 (631) 444-0365 If you have already filed an application for modification of your permit, It will be processed separately through our regional office. If you have questions concerning this permit renewal, please contact Lynn Kaplan at (518) 402-9165. Sincerely, 1/~ / ~ Enclosure cc: RPA RWE SUFFOLK COUNTY BWP Chief Permit Administrator APR-28-2005 05:06 PM P.02 91.20-5 (5197) NEW YORK STATE OEPARTMENT OF ENVIRONMENTAL CONSERVATION State Pollutant Discharge Elimination System (SPDES) NOTICE I RENEWAL APPLICATION I PERMIT Please read ALL Instructions on the back before com retin this a lication form, Please TYPE or PRINT clear! Permittee Contact Name, Tltte, Addreea Facility and SPOES Permit Informe!lon OSPREY DOMINION VINEYARDS & WINERY ."-'lRl lIILI1:1G 'T'eiM. ~"rErv~N:.oAJ PO BOX 198; I.j"i "1<; Mf':IIv ~A.-() PECONIC NY 11958 Name: OSPREY DOMINION VINEYARDS &. WINER Ind. Code: 2084 County: SUFFOLK DEe No.: 1-4738-01127/00001 SPDESNo.: NY 025 2344 Expiration Date: 10/06/2005 Application Due By: 04/09/2005 Are tllesEi lliii'ilelll) & ilddress(es) correct? If not, plellse wrtte'correction" above. The stele PolIl.lll1nl Olscharge Ellmlna1lon SyaIem Permft for the facility referenced ebove expires on the date indicated. You are required by law to file a complete renewal application at least 180 days prior to expiration ot your current pennit. Note the "Application Due By" date above. CAUTION: Thlsshort aPPlit:ation form and attached Questionnaire are the only forms acceptable for permit renewal. Sign Part 2 below and mail only this form and the oompleted Questionnaire using the enclosed envelope. Effective Aprtll, 1994lhe Department no longer assass"s SPDES application fees. . If there Ire changes to your discharge, or to operalions Iffecllng the discharge, then in addition to this renewal appllcatlon, you must Ilso submft a seoarate permit modification application to the Regional Permit Administrator for the DEC region In which the facility is located, as required by your current permit. See the reverse side of this page for Instructions on filing a modification requll$l. ~.. '.' .... ....., ..' . ..... .....,.:,:i):".,L..'C,t:>AtTi:';,R:~~1i1NALAPFQ(l,..Titl~' ." . . ij CERTIFICATION: I hot8lly oll1rm Ihel undlr poI1elly of ,,"~ury thel the Information provided on Ihla form and all auach",enlS oubmltted herllWith Ie lrue to the but of my _go and belief. Fa"'" otaternento made haroin lro punlshobla.. e CI... A ",lodem..nor pur.uen! 10 aecllon 210.46 of Ihe Penal Law. p~"'!iil)&t.,)T Tllla I"':'..:) U) ",':) '" q ::;: S gnature 0Ile .J I '.;.:. . .<; . :'1 ,:;';.'.:ll -,; ,'') ',,.) NYSDEC - Dlllision of Environment81 Pemlifs Add....: Bureau 01 Environmantal Analysis'-" ..., parmnAdmlnllll"'lar. 625 Broadway, Albeny, NY 12233-1750 uj,,~ / 4P~ APR l,~ 'nn5 Slgnotu.. Oell This permft together with 1I1e previous valid permit for this facility issued ) 0 I...L I do and subsequent modifications constitute authorization to dlschsrge wastewater in accordance wnh all terms, conditions and limitations specified in the pr8'Aously Issued valid permit, modifications thereof or Issued as part of this permit, including Iny special or ganeral conditions attached hereto, Nothing in this permit shall be deemed to waive the Departmenfs authority to Initiate a modification of this permft on the grounds specified in 6NYCRR ~621.14, 6NYCRR F544 or 6NYCRR F57,1 existing atlhe time thle permit is issued or which arise thereafter. IL eIlO<:liveOol!:JLI~'~ wmIam R ...... ""':#ARTa;~"iiERMrriB.lo~tI;fIi,lI~Q..;'-OIildliit'lJ.Ot1~i:': .",". bplrllllan Cate: -1,..4::,..& Adriance , AUw...I""....I,m,. e","lfll Oand1tt1.1.3 aAte~ . -'- P..03 ~ AP~-28-2005 05:06 PM 91.20-51 (7m) e NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION PIe-. entorlhe DEC Number. ...L - '17 ~K _ ~ II L ?f /')&00 I ._ nurnberl llom your . -, 1:; cunwnt pennlt SPDeS Number. NY 0 '- 2. ?> if t.-j SPDES RENEWAL APPLICATION QUESTIONNAIRE THIS PAGE MUST BE COMPLETED AND RETURNED WITH YOUR COMPLETED APPUCA nON Please TYPE or PRINT neatly using adequate pressure to make ALL copies legible. Keep the GOLD copy for YOur records. 1. Has the SPDES permit for your facility been modified in the past 5 years DYES SNO 2. Dischargers who use, manufacture, store, handle or discharge toxic or hazardous pollutants are subject to Industrial Best Management Praetices (BMP) plan requirements for toxic or hazardous substances. A BMP plan pr8Yellts or minlmlzes.the potential for release of ponutants 10 receiving walers from such ancldary industrial acllvities, Including meterial storage areas; planl sRe runoff; In-plant transfer; process and material storage areas; loading and unloading operations, and sludge and waste disposal areas. Does your facility conduct ancillary ectIvllles as described above. which are not covered by BMP requirements in your current permit? 0 YES 3 NO Please IndlGate which of the following best descrtbes the sRualion at your facility: Ji?1 None oIlhe concerns on the "Self Evaluation lisr' seem to apply to my facility lllthfs time and I will not be applying for a modification of the SPDES permR in the fore$eeable future. Yes, some of the Rel11$ on the "Self Evaluation list" have led me to believe my permit needs 10 be modifted. , already have a complete modiftcation application pending with the Department Yes, some of the ~ems on the "Self Evaluation lIsr have led me to believe that the SPDES permit for this facility may need to be Modified. I have requested the approprlale forms by phone OR I have completed and attached the "Request For SPDES Application Forms. (included In this renewal package) 10 allow me to subm~ a permlttee- inRlated Modiftcation' application. The Items on the "Self Evaluation Lisr have left me unable to conclude whether my permit needs to be modified at thIS time. I am reporting the following general concerns about my permit: o o o OlSTRIBUTION: Regional Wale, Engi...... Cenlr.f OIlico (BWP) RegJonilll F'ermit AdministrltClr AppliQ)nl WWM - 006 (Rev. 5102) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OFFICE OF W ASTEW ATER MANAGEMENT SUFFOLK COUNTY CENTER RIVERHEAD, NEW YORK 11901 (631) 852-2100 NOTICE GMZ 2 4 NOTICE OF INCOMPLETE APPLICATION - COMMERCIAL TO: J. Grammas Consultants 374 Fulton Street Farmingdale, NY 11735 PROJECT NAME: Osprey Dominion Vineyard REFERENCE NO.: CIO-04-0012 SCTM NO.: 1000-75-1-20 Your submission for the referenced project has been reviewed. This office will require the following for further review and/or a roval: o Completed Application WWM-004 o Processing Fee $ due o SEQRA Determination - Town o Wetlands Permit or Waiver - NYSDECffown o Town / Village Zoning Letter o Restrictive Covenants for: ~ SPDES Application form D - see note (4) o Well Water Analysis o Public Water and Sewer Availabilit Letter o Engineering Report o Article 6 (Subdivision) Approval o Water Quality Approval o Pollution Control Approval o SCDPW Approval o Review Board Determination o P.E./ R.A. Certification of Existing Sanitary System ~ Certificate of Authorization or Disclaimer ~ PEIRA si nature re uired on a lication - form returned INFORMATION MISSING AND/OR CORRECTIONS REQUIRED ON PLANS o Suffolk County Tax Map Number 0 Storm Drainage Structure Locations o Metes and Bounds Description 0 GallonslDay/Acre Sewage Discharge o Lot Size 0 Key Map ~ Sewage Disposal Design Calculations - see note (4) o Distance to Cross Street 0 Location / Layout of Sewage System o LocationlDatelResults of Test Holes 0 Profile / Details of Sewage System o Floor Plans 0 Sewage System Invert Elevations o Gross Floor Area of Building(s) 050% Expansion Area for Leaching Pools o All Surface Waters Within 300 fl. ~ Water Service Line Location(s) - see note (I) o Topographical Contours (5 fl. interval) 0 Private Well Details and Location o Neighboring Wells and Sewage Systems within 150' 0 Profile / Details/ Location of Water Supply System of property (or specify that there are none) 0 Existing Building, sewage/water system location(s) o Signature & Seal of Design Professional 0 o 5" x 7" Clear Area for Department Approval 0 o Other: Project does not conform to Department Standards. See enclosed Notice of Non-Conformance. ~ Comments: (l)Show proposed public water line to bldg #2. 10' min. from all sanitary & drainage structures. Separate tap should be proposed to each bldg. if not. a water supply design report is required (see guidelines encl) - update plan accordingly, (2)Show existing or proposed sanitary & public water locations to bldg #3, specify if none. (3)Partial site plan shows four interior metes & bounds descriptions: interior descriptions not acceptable - remove (dashed lines OK. which should be consistent with lines shown on overall site plan: extra "iog" shown?). Also. since 46.22 acres is to be used for agricultural purposes. specifv. (4)Sewage design cales. for bldg #1 differ from previous approved plan which included wine tasting (H.D.Ref.#CIO-94-018), If wine tasting. use 5 gpd/occupant (previously indicated at 80 occ) and if there will be anv food preparation. or catering. provide an additional 2.5 gpdloccupant with a proposed exterior grease trap: clarifv use. update caleulati()_I1~~pr()\,i~e~I'I:>~~if.t()taIsiten()\V::>l,QOOl',1Jd. CC: Fre~erick W. Koehler, Jr., Osprey Dominion Co. i REVIEWED BY: Craig Knepper~ ~~I~n~~~Y 11958 iOATE:Apri-Czo;-Z005 ---------------- .-..\ ................" PLEASE RETURN A COpy OF THIS FORM WITH ANY RESUBMISSION(S) "'- -"'" ....,,- Upon completion ofwork, Inspection and:tests shall be made,,by' Ule-co,ntraetor's repre$ln~Uve and Witnessed by an ONnets representative. All defects shall be correc:ted and syitem:left,1 servtce ~fore ~clo(. personnel finally leave the jOb. A certificate shall be filled out and signed by both represe_ntatives, COples'shan be preparedJor approving authoritles,.ownera and contractor. It Is understood Ule owner's representative's signature In no way preJudices- any claim_against contractor for faulty material. poor workmanship, or failure to comply with approving authority's requirements or local ordinances. ~- --.- PROPERTY NAME DA E OspreyDQminion Winery CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGOUN~ PIPING t,PR30 2007 PROCEDURE i -:._-, 10/06/06 PROPERTY ADDRESS 44075 Main Road. Peeonie. NY ACCEPTED BY APPROVING .. AUTHORITYfS) NAMES Town of SouthQld, NY ADDRESS PLANS, 53095 Route 25 - $O\lthold..NY 1J971 INSTALLATION CONFORMS TO ACCEPTED PLANS DNA 0VES DNO EQUIPMENT USED IS APPROVED o YES DNO ,..,n p "~- - - - _.._._-~- -~.::.--.._.----,-.._..._.-,-_.._------- -- HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN o YES DNO INSTRUCTED AS TO LOCATION OF CONTROL VALVES AND CARE AND MAINTENANCE-OF THIS NEW EQUIPMENT'? IF NO, INSTRUCTIONS EXPLAIN . HAVE COPIES OF APPROPRIATE INSTRUCTIONS AND CARE AND o YES DNO MAlNTENCE CHARTS AND NFPA 1M BEEN LEFT ON PREMISES? IF NO, EXPLAIN lOCATION SUPPLIES SLOGS. Entire Building OF SYSTEM MAKE ORIFICE YEAR OF MODEL TEMPERATURE MANUFACTURE QUANTITY size RATING Tyeo -Upright 1/2" 2006 TY.L 18 . ,. 165u . " Tyeo ..pendent 1/2" 2006 TY-L .. 4 165u Tyeo . Sidewall 1/2" 2006 TY-L 4 165u SPRINKLERS Tyeo . Attie 1/2" 2006 TY-4180 12 .1550 Tyeo . ExtCov Sdwall 3/4" 2006 SW-20 2 1550 PIPE CONFORMS .TO liEfA:jl STANDARD o YES DNO PIPE AND FITTINGS CONFORM TO IiEe&1.3. STANDARD o YES DNO FITTINGS IF NO, EXPLAIN - AlARM ALARM DEVICE MAXIMUM TIME TO OPERATE THROUGH TEST PIPE VALVE TYPE MAKI! MODEL MIN SEe OR FLOW Water Flow Sw System Sensor SWITCH DRYVAtVE . . ...... Q.C..D. ~ MAKE MODEL SERIAL NO. MAKE. I. .MOQEL SERJAl.NO~ I .-'" TIME TO,TRIP WATER AIR TRIP POINT TIME WATER I. .-- AlARM REACHED ~ i ?PERATEO DRY PIPE THRU TEST PIPE PRESSURE PRESSURE AIR PRESSURE IiS.TOlJTLET . .- PROPERLY OPERATING M,IN. SEC. PSI PSI PSI MIN. .- -SEC. YES NO TEST WITHOUT L..---- ~. .. ,. Q.O.D. .- . ~'t- WITH ~ ,,- Q.O.D. - IF~""'" - ~ ,. 0 D PNEUMATIC U ELECTRIC D HYDRAUUC ~"" PIPING SUPERVISED DYES 0 DNO (DETECTING MEDIA SUPERVISED UNO DOES VA1.VE ORATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS? DYES DNO OELUGE & IS THERE AN ACCESSIBLE FACILITY IN EACH-CIRCUIT FQ~ TESTING? IF, NQ', EXPlAIN PREACTlON DyES TlNO VALVES ....- DOES EACH CIRCUIT OPERATE DOES EACH'CIRCUIT MAXIMUM TIME TO MODEL SUPERVISION LOSS ALARM 'OPERATE VALVE RELEASE OPERATE RELEASE YES NO'. YES NO YES NO HYDROSTATIC. 'Hydorstatic test shall be made at not lesS: than 200 pst (13.6 bars) for tWo 'hours or 6lipli (3.4 bars) above static pressure In exoess 01150 psi (10.2 bars) for two hours. DlfferenUal dry-plpe valve clappers shall be left open during t8Illo prevanl damage. All alloveground piping leakage shall be !!lopped. TEST FLUSHING- Flow the required rate until water Is clear as Indicated by no conection of foreign mater1alln. bursap.bags at outJets such as DESCRIPTION hydrants and blow-offa. Flush at ftows nolle..lhan 400 GPM (1514 umIn) for 4-IncI1 pipe, 600 GPM (2271 urnln) for5-lncl1 pipe, 750 GPM (2639 Umln) for 6-Inchplpe, 1000GPM (3765 Umln)for6-1nc11 pipe, 1500 GPM (567Surnln) for lO-incl1 pipe, and 2000 GPM (7570 urnln) lor 12..Jnch pipe. When supply cannot produce stipulated now rates. obtain maximum available. PNFIIUATlC' Establish 40psl (2.7 bars) air pressure and measure drop which shiU not exceecI1-112 pal (0.1 bars) In 24 hours. Test nressure tanks at nOrmal water level and air nreasure and measure air nMUtJre drnn which shall not excceed 1-1/2 rm1/0.1 bars\ In 24 hours. -- 'nE".UA' ,...,..~ ' IF'NOi' - - ,.-. .-..- DRY PIPING PNEUMATICALLY TESTED o YES DNO ,. EQUIPMENTOPERATE$ P"AOPERL Y o YES DNO DRAIN READING OF GAGE LOCATED NEAR WATER SUPPLY TEST PIPE RESIDUAL PRESSURE WITH VN..~ iN TEST PIPE OPEN v.(!DE TESTS TEST STATIC PRESSURE . PSI PSi . . .' Und8tground mil... and leacf.ln connections to syatem rIHN shall ~ tIushed Won connection madt10 jprfnId.r piping. VERIFIED BY COPY OF THE FORM NO. 858 Dm DNO OTHER EXPlAIN FLUSHED BY INSTALLER OF UNDERGROUND SPRINKLER PIPING DyES DNO BLANK TESTING NUMBER 10CATIONS -rUMBER USED 0 REMOVED GASKETS . . . . , WELDING PIPING o YES DNO , . . . , .' IF YES~": DO YOU CERIFY AS Tli~ SPRINKLER CONTRACTOR THAT'WE,LDING PROCEDURES CeMP!:.\' 0ves. DNO WITH THE REQUIREMENTs OF AT LEAST AWS 010.9, LEVEL AR..;r1 WELDING DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN 0m DNO . COMPlIANCE WITH THE REQUIREMENTS,OF AT lEAST AWS D10.9"lEVEl AR-3?, DO,YOU CERTIFY THAT THE WELDINGWAS CARRIED OUT IN COMPLIANCE, WITH A-DOCUMENTED QUAlITT 0m DNO CONTROL PROCEDURE TO INSURE THAT AlL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING - !ARE SMOOTH, THATSLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF pjPING ARE NOT PENETRATED? '1NAI'~~PlATE PRO'w-1i:>ED - -. .. . - w DATA IF NO, EXPlAIN NAMEPLATE 0m DNO DATE LEFT IN REMARKS SERVICE WITH ALL 10106106 CONTROL VAlVES OPEN: NAME OF SPRINKlER FIRE SPRINKLi:R ASSOCIATES, INC. CONTRACTOR 41 MERCEDES~WAY - SUITE 31 ..EDGEWnnD NY 11717 .' TEST~~eD: BY SIGNATURES FOR PROPERTY - ~ 7 " 7171:: TITLE DATE OWNER (SIGNI!llJ" Vi. '.....-7 FOR SPRINKlEA"- ~ ~ f l:J/t; /0-' CONTRACTO':--. A.J /' Xi j.,~ '-;SIGNE';; . ./ -// <- . ADDITIONAL EXPlJ\NATlON AND NOTES II _ _ _ Fire Protection by Computer Design Fire Sprinkler Associates Inc. 41 Mercedes Way Suite 31 Edgewood, NY 11717 631-254-2800 Job Name Building Location System Contract Data File OSPREY VINEYARD OSPREY VINEYARD 44075 MAIN ROAD 1 759 Osprey Vineyard.wXF MAY 3 I I . . Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fire Sprinkler Associates Inc. OSPREY VINEYARD Page Date 1 5/23/062.703 Hydraulic Desiqn Information Sheet Name - OSPREY VINEYARD Location - 44075 MAIN ROAD Building - OSPREY VINEYARD Contractor - DOMINION CONSTRUCTION Calculated By - M. MAUSSER Construction: (X) Combustible () Non-Combustible Occupancy - LIGHT Date - 5/23/06 System No. - 1 Contract No. 759 Drawing No. - SP-l/l Ceiling Height - VARIES S Y S T E M (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 () Ex.Haz. ( ) NFPA 231 ( ) NFPA 231C () Figure Curve Other CALCULATE 5 HEADS FOR WET SYSTEM Specific Ruling 22 PSI MINUMUN / HEAD Made By TYCO Date 2004 Area of Sprinkler Operation Density Area Per Sprinkler Elevation at Highest Outlet Hose Allowance - Inside Rack Sprinkler Allowance Hose Allowance - Outside - N/A - N/A - N/A 17 o System Type (X) Wet ( ) Dry ( ) Deluge ( ) preaction ( ) Other Sprinkler/Nozzle Make TYCO Model BBl -TY4180 Size 3/4 K-Factor 8 Temp.Rat.200 D E S I G N - 100 Note Calculation Summary Flow Required - 190.492 Press Required - 54.678 AT TEST C-Factor Used: 120 Overhead 140 Underground W A T E R Water Flow Test: Date of Test - 5/5/06 Time of Test Static Press Residual Press Flow Elevation Well Proof Flow Pump Data: Tank or Reservoir: Cap. - Elev. - Rated Cap.- @ Press Elev. - 60 - 52 - 1925 2 S U P P L Y Location - MAIN ROAD / RT. 25 Source of Information - WATER AUTHORITY C o M M Commodity Storage Ht. Storage Method: Rack Class Location Area Aisle W. % Palletized % Solid Piled S T o R A G E Single Row Double Row Mult. Row Encap. Non ( ) Auto. Storage ( ) Solid Shelf ( ) Open Shelf Conven. Pallet Slave Pallet R A C K Flue Spacing Longitudinal Clearance:Storage to Ceiling Transverse Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Fire Sprinkler Associates Inc. Osprey Page 2 Date 5/23/062.703 Hyd. Ref. Point Oa Dia. Fitting or Eqv. Ln. Pipe Ftng's Total pt Pe Pf pt Pv Pn ******* Notes ****** "e" Ot Pf/UL 1 38.22 2.703 0.0 5.125 22.821 K Factor = 8.00 to 120 0.0 0.0 0.0 2 38.22 0.0043 0.0 5.125 0.022 Vel = 2.14 2 38.13 2.703 0.0 5.125 22.843 22.843 K Factor = 8.00 to 120 0.0 0.0 0.0 0.123 3 76.35 0.0154 0.0 5.125 0.079 22.720 Vel = 4.27 3 38.07 2.703 0.0 5.125 22.922 22.922 K Factor = 8.00 to 120 0.0 0.0 0.0 0.275 4 114.42 0.0326 0.0 5.125 0.167 22.647 Vel = 6.40 4 38.03 2.703 0.0 5.125 23.089 23.089 K Factor = 8.00 to 120 0.0 0.0 0.0 0.489 5 152.45 0.0556 0.0 5.125 0.285 22.600 Vel = 8.52 5 38.04 2.703 3E 27.976 45.625 23.374 23.374 K Factor = 8.00 to 120 1T 18.651 46.627 0.0 0.763 6 190.49 0.0838 0.0 92.252 7.732 22.611 Vel = 10.65 6 0.0 2.703 2E 18.651 24.000 31.106 to 120 0.0 18.651 0.0 7 190.49 0.0838 0.0 42.651 3.575 Vel = 10.65 7 0.0 4.31 0.0 15.000 34.681 to 120 0.0 0.0 0.0 AV 190.49 0.0086 0.0 15.000 0.129 Vel = 4.19 AV 0.0 4.31 1E 13.937 2.000 34.810 to 120 1Ala 23.693 37.630 0.0 UG 190.49 0.0087 0.0 39.630 0.343 Vel = 4.19 UG 0.0 4.1 4E 58.134 265.000 35.153 to 140 1T 29.067 87.201 16.606 TEST 190.49 0.0083 1Zie 0.0 352.201 2.919 Vel = 4.63 100.00 Oa = 100.00 290.49 54.678 K Factor = 39.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ---- Pressure I Flow Summary - STANDARD Fire Sprinkler Associates Inc. Page 3 Osprey Date 5/23/062.703 Node Elevation K-Fact pt Pn Flow Density Area Press No. Actual Actual Req. - 1 17.0 8 22.82 na 38.22 1.0 22.6 2 17.0 8 22.84 22.72 38.13 1.0 22.6 3 17.0 8 22.92 22.846 38.07 1.0 22.6 4 17.0 8 23.09 22.8 38.03 1.0 22.6 5 17.0 8 23.37 22.61 38.04 1.0 22.6 6 17.0 31.11 na 7 17.0 34.68 na AV 17.0 34.81 na UG 17.0 35.15 na TEST 2.0 54.68 na 100.0 The maximum velocity is 10.65 and it occurs in the pipe between nodes 5 and 6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) Fire Sprinkler Associates Inc. Osprey Page 4 Date 5/23/062.703 City Water Supply: C1 - Static Pressure C2 - Residual Pressure: C2 - Residual Flow 60 52 1925 Demand: D1 - Elevation D2 - System Flow D2 - System Pressure Hose ( Adj City) Hose ( Demand) D3 - System Demand Safety Margin 6.496 190.492 54.678 100 290.492 5.081 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 C1 ~~' C2 3 01 200 400 600 800 1000 1200 FLOW (N ^ 1.85) 1400 1600 1800 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 It... Fire . Sprinkler Associates inc. ~ r'''. r" ~. Ii' f\ n ,., I' "', < ) Ii" ,r II' ;.' i r. ~ ..-~.t':".,,;~' .._':..'.~~. . , ~ ' MAY3Ir, I; 41 Mercedes Way, Suite 31 Edgewood, New York 11717 (631) 254-2800 Fax (631) 254-2805 , ._J May 30, 2006 Southold Town Building Department 53095 Route 25 Southold, New York 11971 Attention: Robert Fisher RE: Osprey Dominion Winery - Building Permit # 31712 44075 Main Road Peconic, NY Dear Mr. Fisher: We are submitting these Fire Sprinkler Plans to you so they can be filed as an 0~ amendment to the original building permit. (/ ~ enry Smith is the plumber on this project and will be responsible for the completed 'I installation. Should you have any questions, please call. Very truly yours, C) f<'" j2~ FIRE SRRI R AS CIATES, INC. G - I - c:J.u Mike Deleonardis Project Manager MD/cw Du. Envelope o~ptilioce :Certi,ficaW Checked By/Date New York t rEn(!rgy .Conservation Construction Code COMcheck-EZ Software Version 3.0 Release 2b Data filename: C:IProgram FileslChecklCOMcheck-EZlcommercial projectslosprey.cck \" 9 iSl\JS - \. Pennit Number Section 1: Project Information Project Name: Osprey Dominion Vineyard & winery 44075 Main Road Peconic, New York 11958 Grammas Consultants 374 Fulton S tree! Farmingdale, New York 11735 Designer/Contractor: Document Author: Telephone: Date: Section 2: General Information Building Location (Dr weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Project Type: Window / Wall Ratio: Sull)lk, New York lib 5750 715 Addition 0.34 Buildlm! Tvne Retail Sales, Wholesale Showroom Floor Area 2702 Section 3: Requirements Checklist Bldg. I Dept. I Use I I [ ] I [ ] I [ ] I [ ] I [ ] I I ] I ] I I I Air Leakage, Component Certification, and Vapor Retarder Requirements 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. 2. Windows, doors, and skylights certified as meeting leakage requirements. 3. Component R-values & U-mctors labeled as certified. 4. Fireplaces installed with tight fitting non-<:ombustible fireplace doors. 5. Stair, elevator shaH vents, and other dampers integral to the building envelope are equipped with motorized dampers. 6. Cargo doors and loading dock doors are weather sealed. 7. Recessed lighting fixtures are: (i) Type IC rated and sealed or gasketed; or (ii) installed inside an appropriate air-tight assembly with a 0.5 inch clearance ftom combustible materials and with 3 inches clearance ftom insulation material. Climate-Specific Requirements Gross Area or Cavity Cont. Proposed Budget Comnonent Name/Descrintlon Perimeter R-Value R-Value U-Factor U-Factor Roof All-Wood Joist/Ralfer/Truss 1406 30.0 0.0 0.035 0.059 Skylight 1: Vinyl Frame:Triple Pane with Low-E Other, SHGC 0.34 100 0.330 0.059 Roofl: All-Wood Joist/Ralfer/Truss 1296 19.0 0.0 0.054 0.059 Exterior Wall I: Wood Frame, Any Spacing 1495 19.0 5.0 0.051 0.090 Window: Vinyl Frame:Triple Pane with Low-E Clear, SHGC 0.34, PF 1.00 935 0.330 0.598 Window 2: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.34 94 0.330 0.598 Door: Glass, Clear, SHGC 0.34, PF 1.00 65 0.330 0.598 Door 2: Solid 12 0.330 0.142 Exterior Wall 2: Wood Frame, Any Spacing 1690 13.0 5.0 0.062 0.090 Floor: Slab-On-Grade:Unheated, Horiwntal 4 If. 107 10.0 Floor 2: All-Wood Joist/Truss 1296 30.0 0.0 0.033 0.055 (a) Budget U-mctors are used IDrsofl:ware baseline calculations ONLY. and are not code requiremmts. Envelope PASSES: Design 25% better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope systero has been designed to meet the New York State Energy Conservation Construction Code requireroents in COMcheck-EZ Version 3.0 Release 2b and to comply with the mandatory requireroents in the Requireroents Checklist. When a Registered Design PIOEssional has stamped and si s age, they are attesting that to the best ofhis/her knowledge, belie( and proEssional judgment, such p in compliance with this Code. Principal Envelope Designer-Name i1/c6 D e . .' ! 1 r, II Jr,'!" f !C hi ,.- Permit Number Envelope Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code COMcheck-EZ Soffware Version 3,0 Release 2b Data filename: C:IProgram FileslChecklCOMcheck-EZlcommercial projectslosprey-I-19-06.cck Section 1: Project Information Project Name: Osprey Dominion Vineyard & winery 44075 Main Road Peconic, New York 11958 Grarnmas Consultants 374 Fulton Street Farmingdale, New York 11735 e Designer/Contractor: Document Author: Telephone: Date: Section 2: General Information Building Location (JOr weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Project Type: Window / Wall Ratio: SufDlk, New York lib 5750 715 Addition 0.44 Buildim! Tvne Retail Sales, Wholesale Showroom Floor Area 4855 Section 3: Requirements Checklist Bldg. I Dept. I Use I I [ ] I [ ] I [ ] I [ ] I [ ] I I ] I ] I I I Air Leakage, Component Certification, and Vapor Retarder Requirements 1. All joints and penetrations are caulked, gasketed, weather-stripped, or otherwise sealed. 2. Windows, doors, and skylights certified as meeting leakage requirements. 3. Component R-values & U-J3ctors labeled as certified. 4. Fireplaces installed with tight fitting non-combustible fireplace doors. 5. Stair, elevator shaff vents, and other dampers integral to the building envelope are equipped with motorized dampers. 6. Cargo doors and loading dock doors are weather sealed. 7. Recessed lighting fixtures are: (i) Type IC rated and sealed or gasketed; or (ii) installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. . . Climate-Specific Requirements Gross Area or Cavity Cont. Proposed Budget Comnonent NamelDescrintion Perimeter R-Value R-Value U-Factor U-Factor Roof All-Wood Joist/RaJfer/Truss 2812 30.0 0.0 0.035 0.059 Skylight I: Vinyl Frame:Triple Pane with Low-E Other, SHGC 0.34 200 0.330 0.059 Roofl: All-Wood Joist/RaJfer/Truss 1296 19.0 0.0 0.054 0.059 Exterior Wall 1: Wood Frame, Any Spacing 1992 19.0 5.0 0.051 0.090 Window: Vinyl Frame:Triple Pane with Low-E Clear, SHGC 0.34, PF 1.00 1432 0.330 0.598 Window 2: Vinyl Frame:Double Pane with Low-E Clear, SHGC 0.34 94 0.330 0.598 Door: Glass, Clear, SHGC 0.34, PF 1.00 108 0.330 0.598 Door 2: Solid 12 0.330 0.142 Exterior Wall 2: Wood Frame, Any Spacing 1690 13.0 5.0 0.062 0.090 Floor: Slab-On-Grade:Unbeated, Horizontal 4 f. 107 10.0 Floor 2: All-Wood Joist/Truss 1296 30.0 0.0 0.033 0.055 (a) Budget V-mctors are used ror software baseline calculations ONL Y, and are not code requiremmts. En ve lope PAS S ES : Design 17% better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this pennit application. The proposed envelope system has been designed to meet the New York State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release 2b and to comply with the mandatory requirements in the Requirements Checklist. When a Registered Design Proiossional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belie( and proiossional judgment, such plans or specifications are in compliance with this Code. cAR.&vtMA-S' Q::v1/r (/'-rAY>/1J Principal Envelope Designer-Name ~LOJ 15-. C4--tA (-/6 ~or Date . Oct, 28, 2005 6: 58AM 'I:~ >\" / .-.V , /'" --"~~:--:..,0r?~; . ...")'!~t";...... , /., \/-' 1. o :r 1\ " ~ No, 3375 p, 1/6 ~ .. . s. '" ~ 'I' n.. ~ +: -G\- <$ . ~ '<II:" \'1\(. ,p ~'" III ~r D ~ '0 III ~ _-Jl " VI 1I\t:' " l< fe- D ~ I' I, -'"r ~ '" ~ ~ tI ~ c? ill t " '" ~ ~ ~l ... o!:- ~ II '" q '"" i" III '" I) III IJil , ~, '" \" iP . ... -\ VI J. GRAMMAS CONSULTANTS 374 FULTON STREET FARMINGDALE NY 11735-3461 Joint Coordinates Joint Label Y Coordinate Boundatv Conditions Joint Label X Translation Y Translation Rotation ~kf~=ftlrad __~~..~~~~;ction ~ ~ Wood Mat.rial Parameters Wood Set NOS Species Labol Database W1 DFU\NSEL 8X12 Ft i .95 Member Data Member Label I Joint J Joint End Offsets lnaclive ~End J-end in in Reactions. Bv Combination LC Joint Label X Force k 1 0 RISA-2D Version 5.5 (C:\RlSAWIVE YARD TRUSS.1.r2d] 9/~ 'd sm 'oN Page 100 ~NBH SOO~ 'B~ 'PO Reactions. Bv Combination. (continued) LC Joint llIbel X Force Y Force (Kl Ckl -.004 14,839 X: 22.5 Y: 6.839 Momenl (k.n) EEl Totals: COG/Il): Member Section Forces. Bv Combination LC Member Labol Section Axial Shear k 1 40. Member Stresses. 8v Combination LC Member Label Section Axial Shear ksi .464 RISA-2D Version 5.5 9/E 'd SLEE 'ON Page 101 1'N8H SOO~ '8~ 'PO Member Stresses. Bv Combination. LC Member Label SectiOfl Axial ksi -436 (continued' SIINr ks' o 'H'A y. TranslaliOfl (n) Uy Ratio Member NOS Code Checks. Bv Combination LC Membe< Label Code Chk Loc Shear Chk fl 16.453 Lac i:qn 6.. :;: '1i';!~ 'lIl'-' 1 ~ 0 ~ 0 RISA-2D Version 5.5 [C:\RISAIVIVE YARD TRUSS-1r2dJ 9/t 'd WE 'ON MessBge . ~!im~J~1.mn~~~14 ~:")~" .iii Page 102 ~W6s:9 SOO~ 'n 'PO Member NDS Code Checks. Bv Combination. (continued) LC Member Label Code Chk Loc She.r Chk Lot ft :~,,-;r$~m"""',lIMl~~~;l ...... '.. ~ ;-:"': z.. 1 M15 8 .001 Member NDS Code Details, Bv Combination LC Mambo' Label Ff Fb' ksi i .95 1.6 FlB CL CP RISA-2D Version 5.5 [C:\RISAIVIVE YARD TRUSS-1.r2d] 9/S 'd SUE 'oN Page 103 ~WOo:L SOO~ 'n 'PO I I I. ...) ~ )( ~J3 Id VLEfoN M15 ~ M14 Q ~ en Cl ~ --' >- I- ~ C) . ~ ~'O u-: --'2 co ...21 r/l_ -0:> <II Ul .9& ~VLI:9 1001 '81 'I'D en T.ble llG BOLTS: Reference uter.1 Desiin Val.... (Z) for Double me ~ She.r (three member) Co.ections1,2 for sawn lumber or SCl with 1/4' ASTM A 36 steel side plate 0 Thickness '" ~ . e u: ":;Ci) 'i III ~ " 3 e 8iFU ~ ~ !i ...s; 7. ~ " , ~ i~H .D c.Q. ... if%' . E ~ " u: "- Ii: ~ f: '" E '" ~ . UJlfl:!:' In i ~ dl ,e ...... "'::;;1; ~~ ~.m ("liI N' " E ~ E E ;:; :;; c "!O "'"0.<: 'Q',!glol. '<t, ~~ "1.<: olls .Cl , Cl o ~E H ?r 2 1'!.!2iJl .j;; ~ 'Ii n o ~ o ~ 0"0 " 01: " "C 11._ 0 " 0 IH:g II 0 Ql II III Q. U.%~l " 0 :;; in OJ ~Q: c:>:l:rIi (!)c (!)O~ r.!lJ: (!)fJ; (!)""Q.. (!)Z I" t, Z, Zl. Zl. Zl. z" zl. Z... Z. Z, in. in. Ibs. lbo. lb.. lb.. Ibs. 730 1.1/2 114 , 1.314 1/4 9-1/2 1/4 11-1/2 1/4 Use.. ~" ~L.lS5e'T..s AMERICAN WOOD COUIICIL . e.' '" APPROVED AS NOTED DATE: 1/'1.1. B.P.# 3/':1/2..%.- FEE:1LJctr ~ BY: ~P(2. NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN CiR CONSTRUCTION ERRORS. PLUMBER CERTlFICA TION ON LEAD CONTENT BEFORE CERTlFICA TE OF OCCUPANCY SOLDER USED fN WA TER SUPPL Y SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. CERTIFICATION OF NAILING & CONNECTIONS REQUIRED. UNDERWRITERS CERTIFICATE REQUIRED " DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. FIRE INSPECTION REQUIRED BEFORE OPENING COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF uN IA SOllTHOLD TOWN ZBA ./ . _ 'JV, rlOLD TOWN PLANNING BOARD .f!! Ill. _ JU [HOLD TOWN TRUSTEES '1IllJ ' N. V.S. DEe I ALL CONSTRUCTION SHALL MEET THE REOUIREMENTS OF THE CODES OF NEW YORK STATE. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY FLOOD ZONE N IA COMPl Y WITH CHAPTER "46" FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45.10C OF THE TOWN CODE. :',', ;-;' - ,_, "~,j-'.:~'t 2!{";'tlf.'; ;',' ~,~, . .~_~~_:-=-:-:;,~;1 -----....-...----.-- ---...--'-"'- ~-------'---' GENERAL eONS TRue TION NOTES I. TIE GONl'RJIC,TOR SHALL 15~TEE ALL MATERIALS AND I^lORKMANSHIP Oli THE JOB FOR A PERIOD OF ONE 'T'EAA FROM THE DATe OF WMPLETIOIi. 2. ALL HOOD FRAMIN6 RESTIN6 ON STEEL SHALL BE CONNECTED ~ITH 15.1. ANCHORS, EACH 01iE. 3. UNI..E55 OTHERl^lISE NOTED. ALL FIIiISH MATERIALS SHALL MATCH ADJAc.elT MATERIALS. 4. FIIiISH FLOORlN6 SHALL BE TlLE. 5ELECoT OAK, OR CARPET OR AS SPEc.IFIED Oli PLAI6 OR IIiDICATED ElY ol-O'lER. 5. 15YP5lJM EIOARD Oli CEILIN65 TO BE U.S. 15Yf'Sl,t1I/2" ~ITH ALL JOINTS TAPED AND 5PAc.KLE, 3 WAT JOB. MOIS11.RE RESISTANT IN ElATHS t-IITH c.EMelT EIOARD ON SHO~ ~S . CEILIN65. 6. ALL t-IINDOWS AND DOORS SHALL HAVE IN5ULATlN6l5LAS5 AND sc.REE1i5. TEMPERED IN5ULATIN6l5LAS5 IN ALL SLIDIN6 DOORS. TeMPERED c9LA55 IN ALL SHO~ DOORS AND ALL FIXED 6LA55 ADJAc.ENT TO OPENIN65 OR TO FLOOR LEVEL. IN Ac.GORDANc.E ~ITH NYS WDE. 1. WNl'RJIC,TOR TO TAKE PREc.AUTIONARY MEASURE TO PROTEc.T PREMISES FROM DIRT OR DAMAeE. ~. WNl'RJIC,TOR TO PROVIDE FOR REIIi5TATlN6 ANY EXISTIN6 ELEMENTS INTERRUPTeD. GOVERED OR REMOVED ElY HIS ~ ~n-iER IIiDICATED ON DRAt-IIN65 OR NOT. 'l. GONl'RJIC,TOR TO LEAVE PREMISES ~ITH ALL ~ WMPLETeD, cLEANED AND PAINTED AND READY FOR DEGORATIN6 ElY 01o'lNER. 10. Wlil'RJlC,TOR SHALL MAKE ALL ~S. FLOORS AND CEILlN65 PLUMEI. LEVEL AND lRlJE. . II. GONTRAGTOR SHALL PATC.H AND REPAIR ALL. .J.JliCnIRES OF NE"" \o'lORK t-llTI-l THE EXISTIN6 AND MATc.H THE ADJAc.ENT EXISTIN6 AREA UNLE55 THAT AREA IS TO BE REFINISHED IN ACoGORDANc.E ~ITH THE 1iE~ ~RK. 12. ARc.H1TEc.T HAS NOT eEel RETAINED TO SUPERVISE THIS WIi5TRUc.TION . 13. DO NOT sc.ALE TIE DRAt-IIN65. 14. THE GONl'RJIC,TOR IS RE5POIi5IE1L.E TO LOCo ATe ALL UTILITIES PRIOR TO WMMENc.EMEI'IT OF \o'lORK. ON SITE CURB & PAVING DETAIL N.T.5. 1-1/2" R 1I5 REElAR I 1/2" TYPE 6F TOP CoOURSE 5" DEIi5E E;RAVEL A6l5RE5A Te (ITEM 201) :., <-. '" 5' TOPSOIL ITeM 121 . . '" 6" EARTH STAElILlZED SOIL -1 'l"~ NOTe, S~ c.ur EXISTIN6 ASPHALT PAVEMENT pARALLEL TO PROPOSED c.lJREI TO SolVE A WNTII'fJOUS STRAI<5HT LlIiE AN EGIIJAL DISTANc.E FROM NEH c.uREI. SITE DATA nIB ~ PlJR,SUANTTOSO\J1llOLDTOWN CODl! sEC'l\OH 100.>154(1) ACKNOtiooss 11lAT nIB CllNIllfIONS ~ nIB SITE Pl.AN 'J:t.lftffJr'"~~y~~~C:-~ PLIlASI! PRINT NAME ~ L6 r- '\ .wJ3Ja.C 4.bO AC t'.22 At; - (AeRIc.uL l1.lAAL lJSE ONL.....' ;O,b2 At::. REA. ED wNSERVATORY AREA. ED DORMER (STORAl5EJ, ED c.oN5ERVATORY ADDITION, 1,351 SF. 1,350 SF. 645S.F. 1,462 SF. 41>14 S.F. 6,435 SF. E>POO SF. 1'1.24'1 S.F. !I~ ,- RMnI............. 11TU! elopment plan Bha11 be~a far .j 7<5. #1 , 2, 3, 2 4-24-06 2-16-06 DATE A5 PER T.O. SOUTHOL.D cSEN. REVI510N5 RE5UBMI5510N TO APPROVED PLAN5 REMARKS J6.AREA NO. '\LCULA TION REQUIREMENT: REVISIONS 1,351 SFI200 = b.1E> = 1 JN5ERVATORYI5ALE5 ADDITION. 1,3505F /200= 6.15 = 1 :lRMER(5TORAl5EJ. b45/1POO = .64 = I NATORY /SALES ADDITION. 1.4625F /200= 131 = /!J J ARc.HITEC.rs · EN6INEERS L-:J RAMMAS CONSUL T ANTS .__. ___........ _ ::II'" ... ~ 314 FULTON ST. CRT. loel), FARMIN6DALE. NY 1113~-3461 1-516-b41-0;:,q5 FAX, 1-516-E>41-Q5* _ ..... ,.. ..~..L"'O:::"'Ar'lI r/"lvf .8i :t II . ,<.,:"'< I^~t t. ,~ 1'"" !, .~i i' . ! t \ '.'" , , .--"-;. f,J(. ., OSPREY DOMIN/ON VINEYARD, LTD. 8 COUNTY OF SUFFOLK ~ <..., '0) c.,j -t:> ..., Cl . OSPREY DOMINION VINEYARD, L TD ~ <..., 01 c.,j -t:> ..., Cl . N. 53'25'50' E. 345.00' ;"1 !"1 ~ () ::;, :ti :to. ~ Q GIUEao () ~ 0 <: () ~ ~ ::::: ..... - , 6 cA - ""4.,_ "\\). I~) .~ -00, \.-- r\3 ~ J i>-'" Cl () /' :....... ~. """"'IV ........ '4 '\j \\ ~ OO~ p~ .V N\\~ Vc~/ ,P' ~~-{ O~~ ----- 8' VI. ----- 31"Z S. " v, . COHC. r ~ . '-J' ,~. ~ ~ c.,j -t:> ..., Cl . !"1 C>o ..TER 5~VlJ -- /O!JJ' '" ~ ~ is 3"4 'I ~ STY CONe. , METAL SLDG. ~ () () ~ --J --< () '1- , C~ I Sij J , ""tj , () I r- 0 ~ ~ .. ~~ .. ",j!! ~ :0: 0 ~ ~ ... , , -. OJ;: 01 ~ Cl q ~ 8D.2' ~ ~Ij - FIl S"> ~ ~ )-~~~ ""'" nr c:a. !b/~!~~n =-=-- ___ I!I C.B. COr3iJLESTOI./C CURB , I'l.As o rOtE " , i_V 'b c/ 1\ .>.' OJ I),V ~0 1- ''/O() 1-,::;: o ~r >) f"\"- , 'V ~~ )}~"\' ",,0 0 -t~ ,ej "" .()'y .S , f.1J" '<I 1<1' o .~. K; / STY "I STLeeo II! BLOG. "I '" '!! Q --' 'd HYD, c()NG _c:JI. fd ," -c-ur&.. PO::~ ,: - cuRB c.s. -=-- '- ' c;O/IC-__-::~ liJtE~__~c.s.(N. Y.S. Rte. 25) MAIN ROAD r> ~ !b ~ I~ SURVEY OF PART OF OSPREY DOMINION VINEYARD, LTD. RESERVED AREA AT PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, N Y. 7000 - 75 - 01- 20.2 Scale: 1" = 50' March 26,2001 (final) ~ M .. '" Sl :s ~ ANY AL iEJ1A TION CXl AaJfT1Ot{ TO TII$ SUit-FY IS A IonA TION OF SECTION 7ZOS OF TIE hFr YCl'il\' STA TF EDUCA TION LA'- fXCEPT AS PER SECTION lZ09 . StIJDMS10N 2. ALL CERT'FICA TIONS /EJ/ECII ARE VALD FCXl TII$ IW' Ai'IJ COPES TIE1IEOF GN. Y F ~ IlIolJ,P CXl CCH:S BEAR TIE II'RESSED SEAL OF TIE SlI'It-FYCXl 1fItO'OE ~ T1..fif: ~ARS /EJ/EaN. 94-269 .. OSPREY DOMINION WINERY SOUTHOLD, NEW YORK EQUIPMENT SUBMITTALS SPRINKLERS: TYce - "TY-L" Upright and Pendent Sprinkler TYCe -TY-L Sidewall Sprinkler TYCe - Model "SW-20" Extended Sidewall Sprinkler TYCe - BB (Back to Back) Attic Sprinkler t VALVES: TYce (CV-1FR) Riser Check Valve TYCe BFV-1 Butterfly Valve ELECTRICAL: System Sensor "WFD" Water Flow Detector System Sensor "SSV" Electric Bell MISC: Croker 6405 Siamese Fire Department Connection J MAY 31J" ') "', . z' " . . ... " , i J ", tileD / Fire & Building / Products Technical Services: Tel: (800) 381-93121 Fax: (800) 791-5500 [ENTRAL - Customer ServlceJSales: Tel: (215) 362-0700 1 (800) 523-6512 Fax: (215) 362-5385 Series TY-L - 5.6 and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Standard Response, Standard Coverage General Description The Series TY-L, 5.6 and 8.0 K-factor, Upright and Pendent Sprinklers de- scribed in this data sheet are standard response - standard coverage, solder type spray sprinklers designed for use in light, ordinary, and extra hazard, commercial occupancies such as banks, hotels, shopping malls, facto- ries, refineries, chemical plants, etc. The recessed version of the Series TY-L Pendent Sprinkler. where appli- cable. is intended for use in areas with a finished ceiling. It uses a two-piece Style 20 (1/2 inch NPT) or Style 30 (3/4 inch NPT) Recessed Escutcheon. The Recessed Escutcheon provides 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush pendent po- sition. The adjustment provided by the Recessed Escutcheon reduces the ac- curacy to which the fixed pipe drops to the sprinklers must be cut. Corrosion resistant coatings. where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- tained when exposed to corrosive at- mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corro- sive environment. The effects of ambi- ent temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An intermediate level version 01 the Series TY-L Pendent Sprinkler can be obtained by utilizing the Series TY-L Pendent Sprinkler in combination with the Modei S Shield. WARNINGS The Series TY-L Sprinklers described herein must be installed and main- tained in compliance with this docu- ment. as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Model/Sprinkler Identification Numbers TY3111 - TY3211 - TY41" - TY4211 - Upright S.6K,1/2"NPT Pendent 5.6K, 1/2" NPT Upright 8.0K,3/4"NPT Pendent S.OK,3/4"NPT JULY, 2004 TY4811 - Upright 8,OK,1/2"NPT TY4911 - Pendent S.OK, 112"NPT TY3111 is a redesignation for S1800 and G3111. TY3211 is a redesignation for S1801 and G3112. TY4111 is a redesignation for S1810 and G31 01. TY4211 is a redesignation for S1811 and G3102. TY4811 is a redesignation for S1805. TY4911 is a redesignation for S1806 TFP110 ... .' , . . . Page 2 of 8 .. 2-518' (66.7 mm) 7/16" (11.1 mm) NOMINAL MAKE-IN UPRIGHT ,- Frame 2 . Sealing Button 3 - Ejection Spring L WRENCH FLANGES ESCUTCHEON PLATE SEATING SURFACE TFP110 STYLE 20 RECESSED ESCUTCHEON WRENCH AREA 2 1/2' NPT r 3 7 PENDENT 4 - Fusible Element 5. Strut 6. Hook 7 . Deflector 4 5 6 2-7/8" (73,0 mm) D1A. RECESSED PENDENT CROSS SECTION * Temperature rating is indicated on deflector. ** Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 1 STANDARD RESPONSE SERIES TY-L UPRIGHT (TY3111) AND PENDENT (TY3211) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT ~ -' 2-11/16' (68.3 mm) 1/2' (12,7mm) NOMINAL MAKE-IN ~ UPRIGHT 1 - Frame 2 - Sealing Butlon 3 . Ejection Spring WRENCH FLANGES 3/4" NPT ESCUTCHEON PLATE SEATING SURFACE STYLE 30 RECESSED ESCUTCHEON /' r WRENCH AREA 2 PENDENT 4 - Fusible Element 5 - Strut 6. Hook 7 - Deflector 4 5 6 " 2.7/8" (73,0 mm) DIA. RECESSED PENDENT 7 CROSS SECTION * Temperature rating is indicated on deflector. **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 2 STANDARD RESPONSE SERIES TY-L UPRIGHT (TY4111) AND PENDENT (TY4211) SPRINKLERS 8.0 K-FACTOR, 314 INCH NPT . ~ .- ~ .. . . . . .. . . ..,. '" . TFP110 WRENCH FLANGES r 2.5/8' (66,7 mm) 7{16" (11,1mm) NOMINAL MAKE-IN L UPRIGHT 1 - Frame 2 - Sealing Button 3 - Ejection Spring 112' NPT ESCUTCHEON PLATE SEATING SURFACE Page 3 of 8 STYLE 20 RECESSED ESCUTCHEON 6 Operation A copper tube sealed by two stainless steel balls holds a fusible alloy. When the rated temperature is reached, the alloy melts, the balls are forced toward each other releasing the tension mechanism, allowing the sprinkler to operate. Design Criteria The Series TY-L Pendent and Upright Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules rec- ognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 20 or 30 Recessed Escutcheon, as applicable, is to be used for recessed pendent installations. WRENCH AREA 2 2-5/8' (66,7 mm) 2' (50,S mm) 4 3 5 7 PENDENT 2.7/S" (73,0 mm) DIA. RECESSED PENDENT CROSS SECTION 4 - Fusible Element 5 - Strut 6 - Hook 7 - Deflector * Temperature rating is indicated on deflector. "Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 3 STANDARD RESPONSE SERIES TY-L UPRIGHT (TY4811) AND PENDENT (TY4911) SPRINKLERS 8.0 K-FACTOR, 1/2 INCH NPT Technical Data Approvals UL and C-UL Listed. FM, and LPCB Approved. (Refer to Table A for complete approval information including corrosion resis- tant status.) Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K; 5.6 GPM/pSP/2 (80,6 LPMibar"2) K; 8.0 GPM/psP12 (115,2 LPM/barl12) Temperature Ratings Refer to Table A Finishes Sprinkler: Refer to Table A Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame. . . . . . . . . . . Brass Sealing Button. Bronze wfTeflont Ejection Spring . . Stainless Steel Fusible Element . Solder, Copper . Stainless Steel Strut ..... . . _ . . . Monel Hook . . . . .. . Bronze/Monel Deflector . . .. ..... Bronze t DuPont Registered Trademark Installation The Series TY-L Sprinklers must be installed in accordance with the follow- ing instructions: NOTES A leak tight 1/2 inch NPT sprinkler joint shouid be obtained with a torque 01 7 to 14 It.lbs. (9,5 to 19,0 Nm). A maxi- mum 0121 It. Ibs. (28,5 Nm) 01 torque may be used to inslall sprinklers with 1/2 NPT conneclions. A leak tight 3/4 inch NPT sprinkler joint should be ob- lained with a lorque 01 10 1020 It.lbs. (13,4 to 26,8 Nm). A maximum 0130 It.lbs. (40,7 Nm) 01 torque is 10 be used to install sprinklers wilh 3/4 NPT con- nections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not aHempt to make-up for insuffi- cient adjustment in the escutcheon plate by under- or over-tightening the sprinkler. Readjusl the posilion 01 the sprinkler fitting to suit. The Series TV-L Pendent and Up- right Sprinklers must be installed in accordance with the following instruc- tions. Step 1. Pendent sprinklers are to be installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. .. .. Page 4 of 8 TFP110 .. SPRINKLER FINISH K TYPE TEMP. FRAME NATURAL CHROME LEAD WAX WAX OVER COLOR BRASS PLATED COATED COATED LEAD COATED RATING CODE PENDENT (TV3211) 165OF174OC Unpainted 1.2.3 and 212OFl100oC White 1.2,3.5 5.6 UPRIGHT (TV3111) I I 1/2" 280oF/138OC Blue 1,2 4 N/A NPT RECESSED PENDENT 165OF/74OC Unpainted 1.2.3.5 (TV3211 wi Style 20) 212OF/100oC White 1.2.3.5 N/A .. SPRINKLER FINISH K TYPE TEMP. FRAME NATURAL CHROME LEAD WAX WAX OVER COLOR BRASS PLATED COATED COATED LEAD COATED RATING CODE PENDENT (TY4211) 165OF/74OC Unpainted 1,2.3 and 212OF/100oC White 1,2.3,5 8.0 UPRIGHT (TV4111) I I 3/4" 280oF/138OC Blue 1,2 4 N/A NPT RECESSED PENDENT 165OF174OC Unpainted 1,2.5 (TV4211 wi Style 30) 212OF/100oC White N/A . . SPRINKLER FINISH K TYPE TEMP. FRAME NATURAL CHROME LEAD WAX WAX OVER COLOR BRASS PLATED COATED COATED LEAD COATED RATING CODE PENDENT (TY4911) 165OF/74OC Unpainted 1,2,3 and 212OFl100oC White 1.2.3.5 8.0 UPRIGHT (TV 4811) I 1/2" 280oF/138OC Blue 1,2 N/A NPT RECESSED PENDENT 165cF/74OC Unpainted 1,2 (TY 4911 wi Style 20) 212OF/100oC White N/A NOTES: 1. Listed by Underwriters Laboratories, Inc. (UL). 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL). 3. Approved by Factory Mutual Research Corporation (FM). 4. Approved by Factory Mutual Research Corporation (FM) for maximum 150oF/680C ambient temperatures. 5. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094aI03). N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS ... . .. . ~ TFP110 7/16:i:l/8" 2.7/8" DIA. ~ 112" 127 mm (11,1:t:3,2mm) (73.0 mm) 1/4" (6,4 mm) FACE OF 2-1/4" DIA. MOUNTING SPRINKLER r; (57.2 mm) PLATE FITTING -, '-314" (44 5 mm\ 1-1/2" (38,1 mm) l FIGURE 4 SERIES TY-L (TY3211) RECESSED PENDENT SPRINKLER ASSEMBL Y WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT 7/16::1:1/8" (11,1:t:3,2mm) FACE OF SPRINKLER FITTING 2.7/8" DIA. (73,0 mm) ~ I ./ . 1 .1 7mm 1/4" (6.4 mm) MOUNTING PLATE 118" (3,2mm) d ~ '-314" 144 5 mm) 1-112"(38,1 mm) I FIGURE 5 SERIES TY-L (TY4211) RECESSED PENDENT SPRINKLER ASSEMBL Y WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT 7/16::t:l/a" (11,1:t3,2mm) FACE OF SPRINKLER FITTING 2-718"DIA (73.0 mm) ~ I , 112" 127mm 114" (6.4 mm) MOUNTING PLATE l/S" (3,2mm) d ~ '-314" (44 5 mm) 1.112- (38,1 mm) l FIGURE 6 SERIES TY-L (TY4911) RECESSED PENDENT SPRINKLER ASSEMBL Y WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSEO ESCUTCHEON 8.0 K-FACTOR, 112 INCH NPT . ... ! Page 5 of 8 FIGURE 7 W-TYPE 9 SPRINKLER WRENCH WRENCH RECESS FIGURE 8 W-TYPE 10 RECESSED SPRINKLER WRENCH Step 3. Tighten the sprinkler into the sprinkler filling using only the W. Type 9 Sprinkler Wrench (Ref. Figure 7). except that an 8 or 10 inch adjustable Crescent wrench is to be used for wax coated sprinklers. With reference to Figures 1, 2, and 3, the W.Type 9 Sprinkler Wrench is to be appiied to the wrench area, or as applicable, the adjustable Crescent wrench is to be applied to the wrenching flanges. When installing wax coated sprinklers with the adjustable Crescent wrench, additional care needs to be exercised to prevent damage to the wax coating on the sprinkler wrench flats or frame arms and, consequently, exposure of bare metal to the corrosive environ- ment. The jaws of the wrench should be opened sufficiently wide to pass over the wrench flats without damag- ing the wax coating. Before wrench tightening the sprinkler, the jaws of the wrench are to be adjusted to just con- tact the sprinkler wrench flats. After wrench tightening the sprinkler, loosen the wrench jaws before removing the wrench. After installation, the sprinkler wrench flats and frame arms must be in- spected and the wax coating re- touched (repaired) whenever the coat- Page 6 of 8 ing has been damaged and bare metal is exposed. The wax coating on the wrench flats can be retouched by gen- tly applying a heated 1/8 inch diameter steel rod to the areas of wax that have been damaged, to smooth it back over areas where bare metal is exposed. . NOTES Only retouching of the wax coating ap- plied to the wrench flats and frame arms is permitted, and the retouching is to be performed only at the time of the initial sprinkler instal/a lion. The steel rod should be heated only to the point at which it can begin to melt the wax, and appropriate precautions need to be taken, when handling the heated rod, in order to prevent the installer from being burned. If attempts to retouch the wax coating with complefe coverage are unsuc- cessful, additional wax can be ordered in the form of a wax stick (the end of which is color coded). Only the correct color coded wax is to be used, and retouching of wrench flats and frame arms is only permitted at the time of initial sprinkler installation. With the steel rod heated as previously de- scribed, touch the rod to the area re- quiring additional wax with the rod an- gled downward, and then touch the wax stick to the rod approximately one-half inch away from the area re- quiring retouching. The wax will melt and run down onto the sprinkler. . , The Series TY-L Recessed Pendent Sprinklers must be installed in ac- cordance with the following instruc- tions. Step A. After installing the Style 20 or 30 Mounting Plate, as applicable, over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler filling. Step B. Tighten the sprinkler into the sprinkler filling using only the W- Type 10 Recessed Sprinkler Wrench (Ref. Figure 8). With reference to Figure 1, 2, or 3, the W- Type 10 Recessed Sprin- kler Wrench is to be applied to the sprinkler wrenching flanges. Step C. After the ceiling has been in- stalled or the finish coat has been ap. plied, slide on the Style 20 or 30 Clo- sure over the Series TY~L Sprinkler and push the Closure over the Mount- ing Plate until its flange comes in con- tact with the ceiling. . .. Care and Maintenance The Series TY-L Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTES Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected lire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied or over-heated sprinklers must be repiaced. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprinklers, after the installation has been com- pleted, to verify the integrity of the cor- rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic TFP110 sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyee Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, andlor the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECiAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED INCLUDING WARRANTIES OF MERCHANTABtLlTY AND FIT- NESS FOR A PARTICULAR PUR- ff2SE. TFP110 PIN 53-XXX-X-XXX I I I MODEUSIN 111 5.6K UPRIGHT (1/2"NPT) TY3111 112 5.6K PENDENT (1/2"NPT) TY3211 101 B.OK UPRIGHT (3/4"NPT) TY4111 102 B.OK PENDENT (314"NPT) TY4211 106 B.OK UPRIGHT (112"NPT) TY 4B 11 107 B.OK PENDENT (1/2"NPT) TY4911 Page 7 of 8 TEMPERATURE RATING SPRINKLER 165 165OF174OC NATURAL BRASS 212 212"F/100"C 9 CHROME PLATED 280 2BO"F/13B"C 7 LEAD COATED 6 WAX COATED 165"F to 280"F ONLY B WAX OVER LEAD 165"F and 212"F ONLY TABLE B PART NUMBER SELECTION SERIES TY-L PENDENT AND UPRIGHT SPRINKLERS Ordering Procedure When placing an order, indicate the full product name. Refer to the Price List for complete listing of Part Numbers. Contact your local distributor for avail. ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (Specify Modei/SIN), Stand- ard Response, (specify K-factor), (specify temperature rating), Series TY-L (specify Pendent or Upright) Sprinkler with (specify type of finish or coating), PIN (specify from Table B). p : Recessed Escutcheon: Specify: Style (specify) Recessed Es- cutcheon with (specify finish), PIN (specify). 1/2" (15mm) Style 20 Chrome Plated 1/2" (t5mm) Style 20 White Color Coated . 112' (15mm) Style 20 Brass Plated. 314' (20 mm) Style 30 Chrome Plated . 314' (20 mm) Style 30 While Color Coaled . 3/4" (20 mm) Style 30 Brass Plated. PIN 56.705-9-010 PIN 56-705-4-010 PIN 56-705-2-010 PIN 56-705.9-011 PIN 56-705-4-011 PIN 56-705-2-011 Sprinkler Wrench: Specify: W- Type 9 Sprinkler Wrench, PIN 56-000-1-849. Specify: W-Type 10 Sprinkler Wrench, PIN 56-000-1-948. Wax Slicks: (for retouching wrench damaged wax coating) Specify: (Specify color) color coded Wax Stick for retouching (specify tem- perature rating) temperature rated Se- ries TY-L Sprinklers, PIN (specify). Red for 1650F............. PIN 56-065-1-155 Blue for 2120F and 2800F ................ PIN 56-065-1-286 NOTES Each wax stick is suitable for retouch- ing up to twenty-five sprinklers. The wax used for 2800F sprinklers is the same as for 2120F sprinklers, and, therefore, the 280"F sprinkler is timited to the same maximum ceiling tempera- ture as the 212"F sprinkler (i.e., t50"F). . . .. . tileD / Fire & Building / Products Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 ...-.... [ENTRAL - Customer ServiceJSales: Tel: (215) 362-0700 / (800) 523-6512 Fax: (215) 362-5385 Series T\'-L - 5.6 K-factor Horizontal Sidewall Sprinklers Standard Response, Standard Coverage General Description The Series TY-L , 5.6 K-factor, Hori- zontal Sidewall Sprinklers are stand- ard response - standard coverage, sol- der type spray sprinklers designed for use in light and ordinary hazard, com- mercial occupancies such as banks, hotels, shopping malls, offices, etc. They are designed for installation along a wall or the side of a beam and just beneath a smooth ceiling. Horizon- tal sidewall sprinklers are commonly used instead of pendent or upright sprinklers due to aesthetics or building construction considerations where piping across the ceiling is not desir- able. Corrosion resistant coatings. where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- tained when exposed to corrosive at- mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corro- sive environment. The effects of ambi- ent temperature, concentration of chemicals. and gas/chemical velocity, IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com~ ponents. Improper handling and in- stal/ation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 4 should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. WARNINGS The Series TY-L Sprinklers described herein must be installed and main- tained in compliance with this docu- ment, as wel/ as with the applicable standards of the National Fire Protec- tion Association, in addition to the standards of any other authorities hav- ing jurisdiction. Fa/fure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Model/Sprinkler Identification Numbers TY3311 - HSW S.6K, 112"NPT TY3311 is a redesignation for S1803 and G3113. Technical Data Approvals UL and C-UL Listed. FM Approved. (Referto Table A for complete approval information.) Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K = 5.6 GPM/psPI2 (80,6 LPMlbar'12) .JULY, 2004 Temperature Ratings Refer to Table A Finishes Sprinkler: Refer to Table A Physical Characteristics Frame ..... Sealing Button . Ejection Spring Fusible Eiement . . Brass . Bronze wfTeflont . Stainless Steel . Solder, Copper Stainless Steel Strut ...... .. .. .. Monel Hook . . . . . . . Bronze/Monel Defiector . . . . ... . . Bronze t DuPont Registered Trademark Operation A copper tube sealed by two stainless steel balls holds a fusible alloy. When the rated temperature is reached, the alloy mells, the balls are forced toward each other releasing the tension mechanism, allowing the sprinkler to operate. TFP120 Page 2 of 4 ! 1/2" NPT 1.112" "- (38,1 mm) ~ WRENCHING L AREA ESCUTCHEON WRENCHING PLATE SEATING FLANGES SURFACE 7 6 5 4 3 2 L 7/16" (1','mm) 3/8" (9,5mm) 2.1/2" (63,5 mm) CENTERLINE OF SPRINKLER WATERWAY * Temperature rating is indicated on deflector. **Pipe thread connections per ISO 7/1 can be provided on special request. 1 . Frame 3. EJection 2 - Sealing Spring Button 4 . Fusible Element 5- Strut 6. Hook 7 . Deflector FIGURE 1 STANDARD RESPONSE SERIES TY-L (TY3311) HORIZONTAL SIDEWALL SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT . Design Criteria The 5.6 K-factor, Series TY-L Horizon- tal Sidewall Sprinklers are intended for fire protection systems designed in ac- cordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on NFPA 13 require- ments). The Series TY-L Horizontal Sidewall Sprinkler must be installed with a deflector to ceiling distance of 4 to 6 inches (100 to 150 mm). To meet this requirement the centerline of the sprinkler waterway must be located 4- 5/16to 6-5/16 inches (110 to 160 mm) below the ceiling. Installation of the Series TY-L Horizontal Sidewall Sprin- klers in recessed escutcheons will void all manufacturer's warranties, as well as possibly void the sprinkler's Approv- als andlor Listings. .. . Installation The Series TY-L Sprinklers must be installed in accordance with the follow- ing instructions: NOTES A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 fUbs. (9,S to 19,0 Nm). A maxi- mum of 2t ft. Ibs. (28,S Nm) of torque may be used to install sprinklers with 1/2 NPT connections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon plate by under- or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. The Series TY-L Horizontal Sidewall Sprinklers must be installed in ac- cordance with the following instruc- tions. Step 1. The Series TY-L Horizontal Sidewall Sprinklers must be installed with their centerline of waterway paral- TFP120 FIGURE 2 W- TYPE 9 SPRINKLER WRENCH lei to the ceiling and perpendicular to the back wall surface. The word "TOP" on the deflector must face upwards toward the ceiling. Step 2. After installing an escutcheon (as applicable) over the sprinkler pipe threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W- Type 9 Sprinkler Wrench (Ref. Figure 2), except that an 8 or 10 inch adjustable Crescent wrench is to be used for wax coated sprinklers. With reference to Figure 1, the W- Type 9 Sprinkler Wrench is to be applied to the wrench area, or as applicable, the adjustable Crescent wrench is to be applied to the wrenching flanges. When installing wax coated sprinklers with the adjustable Crescent wrench, additional care needs to be exercised to prevent damage to the wax coating on the sprinkler wrench flats or frame arms and, consequently, exposure of bare metal to the corrosive environ- ment. The jaws of the wrench should be opened sufficiently wide to pass over the wrench flats without damag- ing the wax coating. Before wrench tightening the sprinkler, the jaws of the wrench are to be adjusted to just con- tact the sprinkler wrench flats. After wrench tightening the sprinkler, ioosen the wrench jaws before removing the wrench. After installation, the sprinkler wrench flats and frame arms must be in- spected and the wax coating re- touched (repaired) whenever the coat. ing has been damaged and bare metal is exposed. The wax coating on the wrench flats can be retouched by gen- tly applying a heated 1/8 inch diameter steel rod to the areas of wax that have TFP120 Page 3 of 4 SPRINKLER FINISH K TYPE TEMP. FRAME NATURAL CHROME LEAD WAX WAX OVER COLOR BRASS PLATED COATED COATED LEAD COATED RATING CODE 5.6 HORIZONTAL 165OFn4OC Unpainted 1fl" SIDEWALL 212OF/100oC White 1.2,3 1.2 NPT (TY3311) 260oF/138OC Blue N/A NOTES: 1. Usted by Underwriters Laboratories, Inc. (UL) for Light or Ordinary Hazard Occupancies. 2. Usted by Underwriters Laboratories, Inc. for use in Canada (C-UL) for Ught or Ordinary Hazard Occupancies. 3. Approved by Factory Mutual Research Corporation (FM) for Ught Hazard Occupancies. N/A: Not Available. TABLE A LABORATORY LISTINGS AND APPROVALS been damaged. to smooth it back over areas where bare metal is exposed. NOTES Only retouching of the wax coating ap- plied to the wrench flats and frame arms is permitted, and the retouching is to be performed only at the time of the initial sprinkler installation. The steel rod should be heated only to the point at which it can begin to melt the wax, and appropriate precautions need to be taken, when handling the heated rod, in order to prevent the installer from being burned. If attempts to retouch the wax coating with complete coverage are unsuc- cessful, additional wax can be ordered in the form of a wax stick (the end of which Is color coded). Only the correct color coded wax is to be used, and retouching of wrench flats and frame arms is only permitted at the time of initial sprinkler installation. With the steel rod heated as previously de- scribed, touch the rod to the area re- quiring additional wax with the rod an- gled downward, and then touch the wax stick to the rod approximately one-half inch away from the area re- quiring retouching. The wax will melt and run down onto the sprinkler. Care and Maintenance The Series TY-L Sprinklers must be maintained and serviced in accord- ance with the following instructions: . . NOTES Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied or over-heated sprinklers must be replaced. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twisVslippage, or the like, must be re- placed. Frequent visual inspections are rec~ om mended to be initially performed for corrosion resistant coated sprinklers, after the installation has been com- pleted, to verify the integrity of the cor- rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random sampling of Close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the appiicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the originai Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained. modified or repaired in ac- cordance with applicabie Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or repiaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obiigation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or Page 4 of 4 TFP120 PIN 53 -XXX-X-XXX 113 5.6K HSW (1/2"NPT) MODEUSIN I SPRINKLER 1 NATURAL BRASS 9 CHROME PLATED 7 LEAD COATED 6 WAX COATED 1650F and 2120F ONLY 7 WAX OVER LEAD 1650F and 2120F ONLY 280 280oF/1380C TEMPERATURE RATING 165 16S0Fn40C TY3311 212 2120F/100oC TABLE B PART NUMBER SELECTION SERIES TY-L HORIZONTAL SIDEWALL SPRINKLERS incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT. NESS FOR A PARTICULAR PUR- ff2SE. .. Ordering Procedure Wax Sticks: (lor retouching wrench damaged wax coating) Specify: (Specify color) color coded Wax Stick for retouching (specify tem- perature rating) temperature rated Se- ries TY-L Sprinklers, PIN (specify). When placing an order, indicate the full product name. Refer to the Price List for complete listing of Part Numbers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (Specify Model/SIN), Stand- ard Response, (specily K-Iactor), (specily temperature rating), Series TY-L Horizontal Sidewall Sprinkler with (specify type of finish), PIN (specify from Table B). Sprinkler Wrench: Specify: W- Type 9 Sprinkler Wrench, PIN 56-000-'-849. Red lor 1650F............. PIN 56-065-1-155 Blue for 2120F and 280oF. ........ PIN 56-005-1-286 NOTES Each wax slick is suitable for retouch- ing up to twenty-five sprinklers. The wax used for 2800F sprinklers is the same as for 2120F sprinklers, and, therelore, the 2800F sprinkler is limited to the same maximum ceiling tempera- ture as the 2120F sprinkler (i.e., 1500F). TYeo FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 , '. 1:QCD / Fire & Building / Products Technical Services: Tel: (800) 381-93121 Fax: (800) 791-5500 [ENTRAL - Customer Servlce/Sales: Tel: (215) 362-07001 (800) 523-6512 Fax: (215) 362-5385 Model SW-20 and SW-24 - 11.2 K-factor Extended Coverage Ordinary Hazard Horizontal Sidewall Sprinklers (Standard Response} General Description The Model SW-20 and SW-24, 11.2 K-factor, Standard Response, Ex- tended Coverage Ordinary Hazard (ECOH) Horizontal Sidewall Sprin- klers are decorative glass bulb sprin- klers designed for use in ordinary haz- ard occupancies per NFPA 13. The SW-20 provides protection of cov- erage areas up to 16 ft. x 20 ft. (320 ft2), whereas the SW-24 provides pro- tection of coverage areas up to 16 ft. x 24 ft. (384 ft2), as compared to stand- ard coverage horizontal sidewall sprin- klers having a maximum coverage area of 10 ft. x 10 ft. (100 ft2) for ordi- nary hazard occupancies. Horizontal sidewall sprinklers are de- signed for installation along a wall or the side of a beam and are commonly used instead of pendent or upright sprinklers due to aesthetics or building construction considerations. where piping across the ceiling is not desir- able. WARNINGS The Model SW-20 and SW-24 Sprin- klers described herein must be in- stalled and maintained in compliance with this document, as welf as with the applicable standards 01 the National Fire Protection Association. in addition to the standards 01 any other authori- ties having jurisdiction. Failure to do so may impair the integrity of these de- vices. Model/Sprinkler Identification Numbers TY5332 - SW-20 TY5337 - SW-24 TY5332 is a redesignation for C5332. TY5337 is a redesignation for C5337. Technical Data Approvals UL and C-UL Listed. (Refer to the Design Criteria Section) Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K; 11.2 GPM/psi"2 (161,3 LPMlbar1l2) Temperature Ratings SW-20: 1550F/680C & 200oF/930C SVV-24:200oF/930C Finishes White Polyester, Chrome Plated, or Natural Brass Physical Characteristics Frame . . . . . . . . . . . . . Bronze Button . . . . . . . . . . . . . Bronze Sealing Assembly. . . . . . . . . . . . . . . . . Beryllium Nickel wlTeflon* Bulb (3 mm dia.) ....... Glass Compression Screw . . . .. Brass Deflector. . . . . . . . . . . . Bronze The owner is responsible for maintain- *DuPont registered trademark ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted relative to any questions. . ~ Page 1 of 6 APRIL, 2003 SW-20 SW-24 Operation The glass Bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. TFP230 . Page 2 of 6 1 -Frame 2 . Button 3. Bulb 4 - Compression Screw 5. Sealing Assembly 6 - Deflector ~ l(50'~'mm)J .... o " 4 3 2 112" (12,7mm) L CENTERLINE OF SPRINKLER WATERWAY 3140** NPT WRENCH FLAT 3/4" (19,1 mm) .. Temperature rating is indicated on deflector. ** Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 1 MODEL SW-20 (TY5332) EXTENDED COVERAGE ORDINARY HAZARD HOR~ONTALSIDEWALLSpmNKLERS 11.2 K-FACTOR, 3/4 INCH NPT 9/16" (14,3mm) ~l_ L(50,~'mm)J 1. Frame 2 . Button 3- Bulb 4 - Compression Screw 5 . Sealing Assembly 6 - Deflector .... o " 3/4'** NPT WRENCH FLAT 5 2 3/4' (19,1 mm) I_~ '~f2'(1:7m:;":}" I "" NOMINAL ~ MAKE-IN 2-3/8" (60,3 mm) .. Temperature rating is indicated on deflector. .. Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 2 MODEL SW-24 (TY5337) EXTENDED COVERAGE ORDINARY HAZARD HORIZONTAL SIDEWALL SPRINKLERS 11.2 K-FACTOR, 3/4 INCH NPT . ~ TFP230 WRENCH RECESS (END "S") APPLY WRENCH AS SHOWN J~ FIGURE 3 W-TYPE 3 SPRINKLER WRENCH 6" (152,4 mm) TO 12" (304,8 mm) CEILING TO TOP OF SPRINKLER DEFLECTOR DISTANCE 4/12 SLOPE MAXIMUM FIGURE 4 SPRINKLER PLACEMENT UNDER SLOPED CEILINGS IN LOADING DOCKS Design Criteria The Model SW-20 and SW-24, 11.2 K-factor, Standard Response, Ex- tended Coverage Ordinary Hazard (ECOH) Horizontal Sidewall Sprin- klers are for use in ordinary hazard occupancies with non-combustible un- obstructed construction and with a ceiling slope not exceeding 2 inches per foot (9.20), using the design criteria provided in Table A, (as well as any additional requirements specified in NFPA 13 for Extended Coverage Side- wall Spray Sprinklers). A 36 inch (914 mm) clearance must be maintained between the top of the sprinkler deflector and any miscellane- ous storage. The SW-20 and SW-24 may be in- stalled on sloped ceilings in loading docks with a maximum roof slope of 4 inches per foot (18.40) as shown in Figure 4 and using the design criteria provided in Table A. The SW-20 and SW-24 can be used only for exposed applications. The SW- 20 and SW-24 cannot be recessed. '. TFP230 Page 3 of 6 MODEL SW.20 ECOH HORIZONTAL SIDEWALL SPRINKLER (TY5332) OH Group 1 (0.15 gpmlsq.f1.) Response Coverage Minimum Minimum Deflector- Sprinkler Minimum Rating Area(1), FloW(2), Pressure(2), To-Ceiling Temperature Spaclng("), Ft. x Ft. (m x m) GPM (LPM) PSI (BAR) Distance(3l, In. (mm) Rating, of Ft.(m) Standard 16 x 15 (4,9 x 4,9) 38 (144) 11.5 (0,79) 6to 12 (150 to 300) 155, 200 8 (2,4) Standard 16 x 18 (4,9 x 5,5) 43 (163) 14.7 (1,01) 6to 12 (150 to 300) 155, 200 8 (2,4) Standard 16 x 20 (4,9 x 6,1) 48 (182) 18.4 (1,27) 6 to 12 (150 to 300) 155, 200 8 (2,4) MODEL SW-20 ECOH HORIZONTAL SIDEWALL SPRINKLER (TY5332) OH Group 2 (0.20 gpmlsq.f1.) Response Coverage Minimum Minimum Dellector- Sprinkler Minimum Rating Area(1), FloW(2), Pressure(2), To-Ceiling Temperature Spacing(4), FI. x Ft. (m x m) GPM (LPM) PSI (BAR) Dlstance(3), In. (mm) Rating, of Ft,(m) Standard 16 x 16 (4,9 x 4,9) 51 (193) 20.7 (1,43) 6 to 12 (150 to 300) 155,200 8 (2,4) Standard 16 x 18 (4,9 x 5,5) 58 (220) 26.8 (1,85) 6 to 12 (150 to 300) 155,200 8 (2,4) Standard 16x20(4,9x6,l) 64 (242) 32.7 (2,25) 6 to 12 (150 to 300) 155,200 8 (2,4) MODEL SW-24 ECOH HORIZONTAL SIDEWALL SPRINKLER (TY5337) OH Group 1 (0.15 gpmlsq.f1.) Response Coverage Minimum Minimum Deflector- Sprinkler Minimum Rating Area(l), FloW<21, pressure(2}, To.Celllng Temperature Spacing!"), Ft. x Ft. (m x m) GPM (LPM) PSI (BAR) Distance(31, In. (mm) Rating, 'F Ft.(m) Standard 16 x 22 (4,9 x 6,7) 53 (200) 22.4 (1 ,54) 6 to 12 (150 to 300) 200 8 (2,4) Standard 16 x 24 (4,9 x 7,3) 58 (220) 26.8 (1 ,85) 6 to 12 (150 to 300) 200 8 (2,4) MODEL SW.24 ECOH HORIZONTAL SIDEWALL SPRINKLER (TY5337) OH Group 2 (0.20 gpmlsq.f1.) Response Coverage Minimum Minimum Deflector- Sprinkler Minimum Rating Area(1), FloW<2), Pressure(2), To-Ceiling Temperature Spaclng('), Ft. x Ft. (m x m) GPM (LPM) PSI (BAR) Distance(3), In. (mm) Rating, of Ft.(m) Standard 16x22 (4,9x6,7) 71 (269) 40.2 (2,77) 6 to 12 (150 to 300) 200 8 (2,4) Standard 16 x 24 (4,9 x 7,3) 77 (291) 47,3 (3,26) 6 to 12 (150 to 300) 200 8 (2,4) NOTES 1. Backwall (where sprinkler is located) by sidewall (length of throw). 2. Requirement is based on minimum flow in GPM from each sprinkler. The indicted residual pressures are based on the nominal K.factor. 3. The centerline of the sprinkler waterway is located below the deflector as shown in Figures 1 and 2. 4. Minimum spacing is for lateral distance between sprinklers located along a single wall. Otherwise adjacent sprinklers (i.e., sidewall sprinklers on an adjacent wall, on an opposite wall, or pendent sprinklers) must be located outside of the maximum listed protection area of the extended coverage sidewall sprinkler being utilized. TABLE A UL AND C-UL LISTING COVERAGE AND FLOW RA TE CRITERIA . . '. Page 4 of 6 'nstallation The Model SW-20 and SW-24 Sprin- klers must be installed in accordance with the following instructions: NOTES Do not install any bulb type sprinkier if the bulb is cracked or there is a ioss of liquid from the buib. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6mm). A leak tight 3/4 inch NPT sprinkler joint should be obtained with a torque of 10 to 20 It.lbs. (13,4 to 26,8 Nm). A maxi- mum of 30 It.lbs. (40,7 Nm) of torque is to be used to install sprinklers with 3/4 NPT connections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insuffi- cient adjustment in the escutcheon plate by under- or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. Step 1. Horizontal sidewall sprinklers are to be installed with their centerline perpendicular to the back wall and par- allel to the ceiling. The word "TOP" on the deflector is to face towards the ceiling. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler Into the sprinkler fitting using only the W-Type 3 (End B) Sprinkler Wrench (Ref. Fig- ure 3). With reference to Figures 1 and 2, the W- Type 3 Sprinkler Wrench is to be applied to the sprinkler wrench flats. .' Care and Maintenance The Model SW-20 and SW-24 Sprin- klers must be maintained and serviced in accordance with the following in- structions: NOTES Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers ~ before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twisUslippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Instaliation Section). The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted reiative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. TFP230 Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex. pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR iNCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABiliTY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE tN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED. INCLUDING WARRANTIES OF MERCHANTABILITY AND FIT- NESS FOR A PARTICULAR PUR- EI2SE. .. TFP230 Page 5 of 6 51-XXX-X-XXX TEMPERATURE RATING SPRINKLER 155 155OF/68OC (SW-20 1 NATURAL BRASS Only) 4 WH ITE POLYESTER 200 200oF/93OC (SW-20 or 9 CHROME PLATED SW-24) I I MODEL SIN 072 Model SW-20 TY5332 073 Model SW-24 TY5337 TABLE B PART NUMBER SELECTION MODEL SW-20 AND SW-24 ECOH HORIZONTAL SIDEWALL SPRINKLERS WITH 3/4 INCH NPT CONNECTIONS Ordering Procedure When placing an order, indicate the full product name. Refer to the Price List for complete listing of Part Numbers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (Specify model), (specify SIN), (specify temperature rating), ECOH Horizontal Sidewall Sprinkler with (specify type of finish), PIN (spec- ify from Table 8). Sprinkler Wrench: Specify: W- Type 3 Sprinkler Wrench, PIN 56-895-1-001. -' . . tqCD / Fire & Building / Products Technical Services: Tel: (800) 381-93121 Fax: (800) 791-5500 ack to Back) SD (Single Directional), and HIP , IC P Jon Attic Sprinklers, Quick Response Extended Coverage Spacing General Description The Specific Application Attic Sprin- klers are fire sprinklers for combustible and non-combustible sloped attic spaces. The Specific Application Attic Sprinklers provide superior fire protec- tion in attic spaces. and when com. pared to spray sprinklers, cost savings are achieved by eliminating branch line materials and the associated installa- tion labor. The Specific Application At- tic Sprinklers have undergone the most extensive fire testing ever per- formed for sloped attic spaces. They are UL Listed with their specific appli- cation guidelines for use as special sprinklers as defined by the NFPA. The Specific Application Attic Sprin- klers provide an extended coverage spacing alternative to the restricted spacing of standard spray sprinklers. The restricted spacings of standard spray sprinklers used within attics is described in the 2002 edition of NFPA 13, Table 8.6.2.2.1(a) and Section 8.6.4.1.4. The Specific Application Attic Sprin- klers are the first sprinklers to be: . listed for extended coverage in combustible construction. . Full-scale fire tested in both wet and dry system scenarios. IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal" lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. .. Page 1 of 20 . Full-scale tested. for use in wood truss construction. . Listed for specific roof slopes from 4:12 to 12:12. The Specific Application Attic Sprin- klers provide the best level of protec- tion and control cost by eliminating th need for additional sprinklers a branchline piping. In many cases, attic can be entirely protected with j t one line of piping located below t peak of the roof using Model BB (Bac to Back) Sprinklers. It there is a nee tor Model SO (Single Directional) 0 Model HIP Sprinklers. one line 0 either of these sprinkler types is suffi- cient at each area being covered. For example and assuming the use of standard sprinklers, a system in a 60 foot (18,3 m) wide attic, with up to a 12:12 root pitch, designed to the 2002 edition of NFPA 13. would require seven branch lines to cover the main portion of the attic and several addi- tional branch lines to cover the hip areas. With the Specific Application Attic Sprinklers, the required coverage can be obtained with just one branch- line running below the peak and one down each slope of the hip beam. This would result in approximately 90% less pipe needed for installation. This reduction in the number of branch lines saves the cost of the pipe, fittings. hangers, and associated labor by eliminating up to five branch lines. Another important aspect of the Spe- cific Application Attic Sprinkler tech. nology is the reduction in system vol- ume. This volume reduction may result in reducing the size ot a dry pipe valve (and air compressor) and possibly al- low for quicker water delivery times, eliminating the need for an accelera- tor. The other cost reduction is the Listing of BlazeMaster. CPVC for use in attic spaces to feed the wet system attic sprinklers, as well as to feed the wet system sprinklers below the ceiling. Traditionally BlazeMaster CPVC has OCTOBER, 2005 *No\leon Registered Trademark TFP610 Page 2 of 20 Components: 1 - Frame 2 - Button 3 - Sealing Assembly 4 - Bulb 5 - Compression Screw 6, Deflector 3 CROSS SECTION 13/16" (20.6 mm) 2-118" (54.0 mm) FRAME ARMS 3/4" NPT 1/2" (12.7 mm) NOMINAL MAKE-IN FRONT ELEVATION FIGURE A MODEL BB1, BB2 & BB3 WITH 8.0 K"FACTOR SPECIFIC APPLICA TION A TTIC SPRINKLERS Components: 1- Body 2-Cap 8 3 - Sealing Assembly 4 - Saddle 7 5 - Compression Screw 6 6 - Lever 7 - Deflector Frame 5 8 - Deflector 9' Rivet 4 10 - Diffuser 11 - Link Assembly 3 2 CROSS SECTION FLOW --- FLOW ---- 2-112" (63.5 mm) I ~lm'.""_, NOMINAL MAKE-IN SIDE ELEVATION FRAME ARMS WRENCH HEX 112ft NPT FIGURE B MODEL BB1, BB2 & BB3 WITH 5.6 K-FACTOR SPECIFIC APPLlCA T/ON ATTIC SPRINKLERS been used on the lower floors in the joist space above a ceiling that do not require sprinklers. The cost of using CPVC on those floors can now be translated to the upper floor even if sprinklers are required in the attic. There are three (3) models of the Spe- cific Application Allic Sprinklers - BB (Back to Back Dual Directionai), SO (Single Directional), and HIP. The BB (Back to Back) and SO (Singie Direc" tional) Sprinklers have three separate versions that are used for different roof pitches. The pitches can vary from a . . minimum of 4:12 to a maximum of 12:12. BB Sprinkler (Back to Back Dual Directional) The Model BB Specific Application At- tic Sprinkler (Figure A & B) throws a narrow but long pattern. The narrow spacing along the ridge serves two purposes. The response time is re- duced by placing the sprinklers no far- ther than 6 feet (1,8 m) apart, and the spray can be concentrated in the throw direction to obtain a pattern that will cover up to 30 feet (9.1 m) in each TFP610 direction when measured horizontally. There are three different models (Le., BB1, BB2 & BB3) that account for dif- ferent roof slopes, and each model is provided in one of two different orifice sizes (K=5.6 & K=8.0). SO Sprinkler (Single Directional) The Model SO (Single Directional) SpeCific Application Allic Sprinkler (Figure C) like the Model BB throws a narrow but long pattern. However, un- like the Modei BB the Model SO only throws in one direction. These sprin- klers are primarily used where shear walls or draft curtains have been in- stalled within an attic space. Another use is when the framing direction is parallel with the outside wall in the hip area (Ref. Figure 11). In this case, the SO (Single Directional) would be used on one side of the slope and standard sprinklers would be used to protect the other side. The Modei SO Sprinklers must be installed in a vertical upright orientation and not angled with the slope. (Achieving the vertical upright orientation may require the use of a swing joint if the SO Sprinklers are being fed from a line running along and parallel to the roof hip.) There are three different models (I.e., SD1, SD2 & SD3) that account for different roof slopes. HIP Sprinkler The HIP Specific Application Attic Sprinkler (Figure D) covers the area of the hip in the allic. This is a slightly different concept than the BB (Back to Back) or SO (Single Directional). The HIP Sprinkler is located along the slope running down the hip. and throws a 90" pattern toward the out- side eaves. This pattern allows the water to "corner" and control the fire. The HIP does not throw much water directly up or down the hip but rather it throws most of the pattern out to each side (900) down the slope of the roof. This sprinkler is typically spaced 6 feet (1.8 m) to 3 feet (0,9 m) on center down the slope. To use the HIP Sprinkier, the framing must be perpendicular to the outside wall (Ref. Figure 12) and the maximum throw cannot exceed 28 feet (8,5 m) measured horizontally. The HIP, unlike the BB (Back to Back) and SO (Single Directional), is in- stalled with the deflector parallei with the slope. There is only one model with flows and pressures for two different spacings. WARNING The SpeCific Application Alfie Sprin- klers described herein must be in- staf/ed and maintained in compliance with this document, as weJl as with the applicable standards of fhe National TFP610 Fire Protection Association. in addition to the standards of any other authori- ties having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or manufac- turer should be contacted with any questions. Sprinkler Identification Number TY4180 . 661, K=8.0 TY4181 - 662, K=8.0 TY4182. 663, K=8.0 TY3180. 661, K=5.6 TY3181 .662, K=5.6 TY3182 - 663, K=5.6 TY3183. sD1, K=5.6 TY3184. sD2, K=5.6 TY3185 - sD3, K=5.6 TY3187. HIP, K=5.6 The "TV" prefix is a redesignation of the previous .Co prefix (e.g., TY4180 is a redesignation for C4180). Technical Data Approvals UL & C-UL Listed. (The approvals only apply to the serv- ice conditions indicated in the Design Criteria section on Page 6 and the Design Guidelines section on Page 7.) Pipe Thread Connection 1/2 inch NPT for K=5.6 3/4 inch NPT for K=6.0 Discharge Coefficient K = 5.6 GPM/psi1l2 (80,6 LPM/bar1l2) K = 8.0 GPM/psi"2 (115,5 LPM/bar1l2) Temperature Rating 200oF/930C for BB (Back to Back) with K=8.0 and HIP 2120F/100oC for BB (Back to Back) with K=5.6 and sD (Single Directional) Finish Natural Brass . . Physical Characteristics (Figures A & D) Frame. . . . . . . . Button. . . . . . . Sealing Assembly . Beryllium Nickel wlTeflont Glass (3 mm dia.) . Monel . Bronze . BronzelCopper Bulb. Link Page 3 of 20 8] 1-5/16" (33.3 mm) Components: 9 I 1- Body 2 - Cap 10 3 - Sealing Assembly 4 - Saddle 7 5 - Compression Screw 6 6 - Lever 7 - Deflector Frame 5 8 - Deflector 9 - Rivet 4 10 - Link Assembly 3 2 CROSS SECTION 2-1/8" (54.0 mm) 1-5/16" (33.4 mm) FRAME ARMS WRENCH HEX J 7116"(11,1 mm) NOMINAL MAKE-IN SIDE ELEVATION FIGURE C MOOEL SOl, SOl & S03 WITH 5.6 K.FACTOR SPECIFIC APPLICA TION A TTIC SPRINKLERS ~ 2-118" i, (54,0 mm) 1-1/16" (27.0mm) I 6 Components: 1 - Frame 2 - Button 3 - Sealing Assembly 4. Bulb 5 - Compression Screw 6 - Deflector FRAME ARMS WRENCH FLATS 112" NPT CROSS SECTION SIDE ELEVATION FIGURE 0 MODEL HIP WITH 5.6 K-FACTOR SPECIFIC APPLICA TION A TTIC SPRINKLER Compression Screw . Brass Deflector. Brass/Bronze t DuPont Registered Trademark Compression Screw . .. . Brass Deflector . Brass/Bronze Lever . . . . . . Bronze Deflector Frame. .. . . Bronze Diffuser . . Brass Rivet . . . . . . . . . . Brass t DuPont Registered Trademark Patents U.S.A. 5,669,449 Physical Characteristics (Figures 6 & C) Body . . . . . . . . .. Brass Cap . Bronze Sealing Assembly. . Beryllium Nickel wlTefiont Saddle . . . . . Brass Link Assembiy Nickel Page 4 of 20 Operation BB (K=8.0) & HIP (K=5.6) The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. BB (K=5.6) & SO (K=5.6) The fusible link assembly is comprised of two link halves which are joined by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate, allowing the sprinkler to activate and water to flow. Installation The Specific Application Attic Sprin- klers must be installed in accordance with the following instructions: NOTES With reference to Figure E, do not grasp the sprinkler by the deflector. Do not install any bulb type sprinkler if the bulb is cracked or there is a Joss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6mm). A leak tight 1/2 inch NPT sprinkler joint should be obtained wilh a torque of 7 to 14 fUbs. (9,S to 19,0 Nm). A maxi- mum of 21 It.lbs. (28,S Nm) of torque is to be used to install 1/2 inch NPT sprinklers. A leak tight 3/4 inch NPT sprinkler joint should be obtained with a torque of 10 to 20 It.lbs. (13,4 to 26,8 Nm). A maximum of 30 It.lbs. (40,7 Nm) of torque is to be used to install 3/4 inch NPT sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leakage or impair- ment of the sprinkler. Step 1. All Specific Application Attic Sprinklers must be oriented correctly: . Model BB Sprinklers are to be in- stalled in the upright vertical position with the flow arrows on the deflector pointing down the two opposing slopes. . Model SD Sprinklers are to be in- stalled in the upright vertical position with the flow direction arrow on the deflector pointing down the slope. . The Model HIP Sprinklers are to be installed with the deflector at the top and with the sprinkler centerline per- pendicular to the ridge of the hip roof and with the flow direction arrows on the deflector pointing down the two FIGURE E DO NOT GRASP DEFLECTOR opposing slopes. (Unlike the Model BB and Model SO, the Model HiP is installed angled so that its deflector is parallel with the slope of hip ridge line.) Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. With reference to Figure E, do not grasp the sprinkler by the deflector. Step 3. Wrench tighten the sprinkler using only the following wrenches: BB (K=8.0) - W- Type 3 (End A) Sprin- kler Wrench (Figure F) HIP (K=5.6) - W-Type 20 (End A) Sprinkler Wrench (Figure G) BB (K=5.6) & SO (K=5.6) - use an open end adjustable wrench (Figure H). Wrenches are only to be applied to the sprinkler wrench flats or wrench hex, as applicable (Ref. Figures A, B, C, and 0). TFP610 ~ W~~~~ 1=1 ENGAGrM SPRINKLER THREAD RELIEF WITH WRENCH JAW FLANGES WRENCH JAW FLANGE USE END MARKED -N ONLY FIGURE F W-TYPE 3 SPRINKLER WRENCH For use with BB (K=8.0) Sprinklers ~ ~;" 5C' ENGAG~ SPRINKLER THREAD RELIEF WITH WRENCH JAW FlANGES USE END MARKED "A" ONLY WRENCH JAW FLANGE FIGURE G W-TYPE 20 SPRINKLER WRENCH For use with HIP (K=5.6) Sprinklers ~WRENCH~ HEX APPLY WRENCH TO WRENCH HEX ONLY ADJUST WRENCH JAW TO FIT WRENCH HEX FIGURE H ADJUSTABLE WRENCH For use with BB (K=5.6) & SD (K=S.6) Sprinklers TFP610 Page 5 of 20 SPRINKLER ALLOWABLE FLOW PRESSURE PITCH K-FACTOR SIN ROOF SPAN (a}{b) TYPE Feet(m) GPM (Ipm) PSI (bar) Rise Over Run (%) BBl 8.0 TY4180 <60 (18,3) 38 (144) 22.6 (1,5) 4:12 (33) to less than 7:12 (58) BB2 8.0 TY4181 <80 (18,3) 38 (144) 22.6 (1,5) 7:12 (58) to less than 10:12 (83) BB3 8.0 TY4182 <60 (18,3) 40 (152) 25.0 (1,7) 10:12 (83) 1012:12 (100) BBl 5.6 TY3180 >40 (12,2)10 <60 (18,3) 38 (144) 46.0 (3,2) 4:12 (33) 10 less Ihan 7:12 (58) BB2 5.6 TY3181 >40 (12,2) 10 <60 (18,3) 38 (144) 46.0 (3,2) 7:12 (58) to less than 10:12 (83) BB3 5.6 TY3182 >40 (12,2) 10 <60 (18,3) 38 (144) 46.0 (3,2) 10:12 (83) to 12:12 (100) BBl 5.6 TY3180 <40 (12,2) 25 (95) 20.0 (1.4) 4:12 (33) 10 less than 7:12 (58) BB2 5.6 TY3181 <40 (12,2) 25 (95) 20.0 (1.4) 7:12 (58) to less than 10:12 (83) BB3 5.6 TY3182 <40 (12,2) 25 (95) 20.0 (1.4) 10:12 (83) to 12:12 (100) SOl 5.6 TY3183 >30(9,1)10 <40(12,2) 35 (132) 39.0 (2,7) 4:12 (33) 10 less than 7:12 (58) S02 5.6 TY3184 >30 (9,1)10 <40 (12.2) 35 (132) 39.0 (2,7) 7:12 (58) to less than 10:12 (83) S03 5.6 TY3185 >30(9,1)10 <40(12.2) 35 (132) 39.0 (2,7) 10:12 (83) to 12:12 (100) SOl 5.6 TY3183 >10 (3,0) to <30 (9,1) 25 (95) 20.0 (1.4) 4:12 (33) 10 less than 7:12 (58) S02 5.6 TY3184 >10 (3,0) to <3D (9,1) 25 (95) 20.0 (1,4) 7:12 (58) to less than 10:12 (83) S03 5.6 TY3185 >10 (3,0) to <30 (9,1) 25 (95) 20.0 (1.4) 10:12 (83) to 12:12 (100) SOl 5.6 TY3183 <10 (3,0) 19 (72) 11.5 (0,8) 4:12 (33) to less than 7:12 (58) S02 5.6 TY3184 <10 (3,0) 19 (72) 11.5 (0,8) 7:12 (58) to less than 10:12 (83) S03 5.6 TY3185 <10 (3,0) 19 (72) 11.5 (0,8) 10:12 (83) 1012:12 (100) HIP 5.6 TY3187 >20 (6,1) 10 <28 (8,5) 34 (129) 36.9 (2,5) 4:12 (33) 1012:12 (100) HIP 5.6 TY3187 <20 (6,1) 25 (95) 20.0 (1.4) 4:12 (33) 1012:12 (100) NOTES: (a) The BB and SO roof span is measured horizontally (not along the slope) as shown in Figure 1 and 2. (b) The HIP roof span is measured as shown in Figure 12. TABLE A ALLOWABLE ROOF SPAN, FLOW; PRESSURE, AND PITCH FOR SPECIFIC APPLlCA TION A TTIC SPRINKLERS Page 6 of 20 Design Criteria Area Of Use: Roof structures, combustible and non- combustible, including wood joisUraf- ters and wood trussed attics, with a ceiling below. System Type: Wet using CPVC pipe. Wet or dry using steei pipe. Hazard: light hazard. Allowable Roof Span (Coverage): Refer to Table A for allowable roof spans. as well as for the associated minimum sprinkler flows and pres- sures. Figures 1, 2 & 12 illustrate where the roof span is to be measured. The roof span may be measured at the top of noncombustible insulation (Ref. Figure 13). Roof spans may be up to 80 feet (24,2 m) by using additional standard spray sprinklers (Ref. Fig- ures 14 & 15). Minimum Distance Between Attic Sprinklers: 4 feet (1,2 m) as measured along branchline for BB and SD (Ref. Figure 3). 3 feet (0,9 m) as measured along branch line for HIP (Ref. Figure 12). Maximum Distance Between Attic Sprinklers: 6 feet (1,8 m) on center along the branch line (Ref. Figure 3 and 12). Minimum Distance Between Standard and Attic Sprinklers: 6 feet (1,8 m) as measured along the peak/ridge direction (Ref. Figure 4) and 26 feet (7,9 m) in the slope direc- tion for BB and HIP versions (Ref. Fig- ure 6). Deflector Installation Position Below Peak/Ridge or Deck: 22 inches (558,8 mm) maximum, 16 inches (406,4 mm) minimum (Ref. Fig- ures 2 and 5). Deflector Installation Position Above Scissor Truss 18 inches (457,2 mm) minimum. Minimum Distance Away From Trusses: Allie Sprinklers must be installed 6 inches (152,4 mm) away from the face of trusses (Ref. Figure 7). Distance From SO To Shear Wall Or Draft Curtain: 4to 6 inches (101 ,6to 152,4 mm) from face, and minimum 8 inches (203,2 mm) above bottom of draft curtain (Ref. Figure 2). Draft Curtains: Draft curtains installed to permit the installation of Allie Sprinklers shall be constructed so as to not allow heat to escape through or above the draft cur- tain. The draft curtain may be con- structed of 1/2 inch (12,7 mm) ply- wood. Maximum Distance For BB Or HIP Sprinklers From The Center Line Of The Ridge: 6 inches (152,4 mm) (Ref. Figure 8) with the deflector located 16 inches (406,4 mm) to 22 inches (558,8 mm) from the peak. UL Listed Use Of BlazeMaster CPVC Piping With Specific Application Allie Sprinklers: TFP BlazeMaster CPVC piping my be used in a combustible concealed attic space requiring sprinklers when in- stalled in accordance with the follow- ing gUidelines: . TFP BlazeMaster CPVC may be used to feed the wet system ceiling sprinklers on the floor below, there must be 6 inches (152,4 mm) of in- sulation covering the pipe extending 12 inches (304,8 mm) on each side away from the centerline of the pipe, and the area above the CPVC must be protected by TFP Specific Appli- cation Allie Sprinklers (Ref. Figure 9A). If the pipe is located inside the ceiling joist, the joist channel must be covered or filled with 6 inches (152,4 mm) of non-combustible in- sulation on top of the pipe and the area above must be protected by Allie Sprinkiers (Ref. Figure (9B). Insulation is for fire protection pur- poses. It is not freeze protection. BlazeMaster CPVC must be in- stalled in accordance with the Blaze- Master installation guide instruc- tions. . TFP BlazeMaster CPVC may be used exposed to feed wet system specific application attic sprinklers (BB, SD, or HIP) where a minimum lateral distance of 18 inches (450 mm) is maintained between the CPVC pipe and a heat producing device such as heat pumps, fan mo- tors. and heat lamps. . TFP BlazeMaster CPVC may be used exposed to feed specially listed combustible concealed space sprin- klers (Ref. Figures 11 and 15) when the combustible concealed space sprinklers are installed in accord- ance with their listing limitations. Mismatched Slopes: For mismatched slopes refer to Figure 10. TFP610 Obstructions: Refer to Figure 16. (For guidance on the size of piping to which a Specific Application Attic Sprinkler can be di- rectly allached, reference NFPA 13 - 2002 Section 8.8.5.2.1.7). Hydraulic Requirements: For hydraulic requirements refer to Figure 17. To Determine The Correct Flow And Pressu re: Determine the roof span (measured horizontally) and the Slope of the roof, and then refer to Table A. There is no interpolation of the flow and pressure shown. Round all cases to the next higher spacing. For example, a 45 feet (13,7 m) span with the BB1 (K=8.0) would be calculated at the 60 feet (18,3 m) span. Maximum Coverage Area: 400 square feet (37,2 m2). Spacing for BB (Back to Back) Attic Sprinklers is determined by twice the distance of the furthest throw meas- ured along the slope, multiplied by the distance along the branchline (maxi- mum distance along branch line is 6 feet (1 ,8 m) regardless of the length of the throw). NOTE The distance along the branchline may have to be reduced to less than the maximum of 6 feet (1,8 m) to remain under 400 ft2 (37,2 m2) maximum de- pending on the slope and the span. In no case can the span exceed 60 feet (18,3 m) without additional standard spray sprinklers. Spacing for the SO (Single Direc- tional) Attic Sprinklers is the dis- tance along the branchline multiplied by the distance of the throw down the slope. Regardless of the throw, the maximum distance along the branch- line is 6 feet (1,8 m) the maximum throw, measured horizontally is 40 feet (12,2 m), and the maximum spacing per sprinkler is 400 ft2 (37,2 m2). Spacing for the HIP Attic Sprinklers is the distance down the larger slope multiplied by two, and muitiplied by the distance between the sprinklers as measured along the slope of the hip. TFP610 Design Guidelines To design a project with attic sprinklers use these steps as a guideline: . Determine if single. dual directional or hip sprinkler is needed. . Determine the roof slope is between 4:12to 12:12. If more than one slope is being used on a project, select the correct sprinkler for each area. . Follow the gUidelines for each type of sprinkler. . Calculate the sprinkler system in ac- cordance with the appropriate flow and pressure information provided in Table A, as well as Figure 17. There is no interpolation of the flows and pressures shown on the chart. For BB Sprinklers (Back to Back Dual Directional\ . Determine the throw needed (see spacing requirements in Table A). If over 20 feet (6,1 m) and up to 60 feet (18,3 m) is required, use the 8.0 K-factor, BB Sprinklers to reduce the pressure required. If pressure is not a concern, use the 5.6 K-factor, Back to Back Sprinklers to minimize over discharge. . If iess than 20 feet (6,1 m) is re- quired, use the 5.6 K-factor, Back to Back dual directional to minimize pressure and flow requirements . Determine the distance along the slope. If the distance is not equal, use the longer side. Multipiy the longer side by two to determine the spacing down the slope. Four hun- dred divided by this value will deter- mine the maximum spacing along the ridge. The maximum distance is 6 feet (1,8 m). For example, a 12:12 slope at the maximum span of 60 feet (18,3 m) wiii produce a slope length of approximately 42.5 feet (13,0 m). That number multiplied by two produces an 85 feet (25,9 m) throw. Four hundred square feet maximum divided by an 85 feet (25,9 m) throw only allows a 4 feet - 8 inches (1,4 m) spacing along the ridge. Using the maximum spacing, space the sprinklers along the ridge. . Avoid obstructions as shown in Fig- ure 16. If necessary, add standard sprinklers to maintain coverage around obstructions. . . Page 7 of 20 For SO Sorinklers (Sinole Oirectional\ . Determine the throw needed. . As the 400 1t2 (37,2 m2) is not a factor with the SO Sprinklers, the maximum spacing is 6 feet (1,8 m) and the minimum is 4 feet (1,2 m) (Ref. Figures 2 &11). (The reason 400 ft2 is not an issue with the single directional is because at its maxi- mum spacing, 6 feet (1,8 m)on cen- ter/covering 40 feet (12,2 m) flat / a 12:12 slope / and the throw being 56.5 feet (17,2 m), the 400 1t2 (37,2 m2) maximum would not be ex- ceeded. ) . Avoid obstructions as shown in Fig- ure 16. If necessary, add standard sprinklers to maintain coverage around obstructions. For HIP SDrinklers . Verify framing direction is perpen- dicular to outside wall (Ref. Figures 11 & 12). If not, cover that area with standard sprinklers. . From the intersection of the top of the hip and the ridge the maximum distance down the slope of the hip is 3 feet (0,9 m). Start the layout with the first sprinkler as close to that point as possible, but no further, while staying 6 inches (152,4 mm) away from the face of the trusses. Remember the slope of the hip is not equal to the slope of the roof from the ridge to the outside wall. Con- tinue to space sprinklers down the hip at a maximum of 6 feet (1,8 m) on center as measured along the siope of the hip. When the bottom of the hip is encountered, the last sprinkler must be within 7-1/2 feet (2,3 m) of the outside wall as meas- ured flat (plan view). If this pipe is "cut to fit" remember to account for the different slopes ofthe hip and the roof as well as distances measured along the slope verses horizontal in plan view. . Avoid obstructions as shown in Fig- ure 16. If necessary, add standard sprinklers to maintain coverage around obstructions. Page 8 of 20 ROOF SPAN (COVERAGE) FIGURE 1 6'-0" (1,83 m) MAXIMUM 4'-{)" (1,22 m) MINIMUM II II II II ATTIC II II I ,SPR,NKLERS, I " II II II II II II II II " II II II II TRUSS ---11 II II II 22" (558,8 mm) MAX. 16" (406,4 mm) MIN. II II II II RIDGE II " " " II II II II BRANCH II II II LINE II II " II II II II CEILING II II " / II II " II II II II FIGURE 3 ATTIC SPRINKLER II II II II ATTIC II II II SPRINKLER II " II II II II II II II II " II II II II TRUSS --II II II II STANDARD TRUSS FIGURE 5 6" (152,4 mm) MINIMUM I II II II II RIDGE II II II II II II BRANCH II II LINE II II II II II II II II II II II CEILING / " II II II II II II II II FIGURE 7 TFP610 6" (152,4 mm) MAX. 4" (101.6 mm) MIN. FROM WALL I: ROOF SPAN (COVERAGE) STANDARD SPRAY SPRINKLER SINGLE DIRECTIONAL SPRINKLERS ~ 22" (558,8 mm) MAX. 16" (406,4 mm) MIN. BOTTOM OF SHEATHING " FULL WALL TO DECK DRAFT CURTAIN TO DECK 8" MIN. (203,2 mm) FIGURE 2 6'-{)" (1 ,83 m) MINIMUM II II II II STANDARD II ATTIC II SPRAY II II SPRINKLER II SPRINKLER II II RIDGE II " II II II II II II II II " II II II II TRUSS ---<I II II II II II II II I I BRANCH II II LINE II II II II II II II II II CEILING / " II II II II II II II 11 II II FIGURE 4 ATTIC SPRINKLER FIGURE 6 6" (152,4 mm) MAXIMUM BB OR HIP ATTIC SPRINKLER 22" (558,8 mm) MAX. 16" (406,4 mm) MIN. BOTTOM OF SHEATHING FIGURE 8 TFP610 ~ 12~ MIN. --f-- 12" M1N'l ATTIC (304,8 mm) € (304,8 mm) I SPRINKLER ----1.. PROTECTED SPACE 6" MIN. (152,4mm) CPVC PIPE & FITTINGS CEILING SPRINKLER FIGURE 9A FIGURE 10 Permitted Use Of Alfic Sprinklers For Mismatched Slopes FIGURE 11 Hip Roof Installation With Trusses Framed Parallel To Outside Wall WHERE AN AREA (SHOWN NON-SHAOEO) IS PROTECTED WITH FOUR OR FEWER SPECIALLY LISTED COMBUSTIBLE CONCEALED SPACE SPRINKLERS INSTALLED PER THEIR LISTING, CPVC MAY BE USED FOR CEILING PROTECTION BELOW , . . NON-COMBUSTIBLE INSULATION FOR FIRE PROTECTION OF CPVC PIPE, NOT FREEZE PROTECTION Page 9 of 20 NON-COMBUSTIBLE INSULATION FOR FIRE PROTECTION OF CPVC PIPE, NOT FREEZE PROTECTION OPTION A OPTION 8 ATTIC SPRINKLER PROTECTED SPACE 6" MIN. (152,4 mm) CPVC PIPE & FITTINGS JOIST CEILING SPRINKLER CEILING FIGURE 98 SINGLE DIRECTIONAL SPRINKLERS AS APPROPRIATE FOR RESPECTIVE SLOPE DRAFT CURTAIN (SHOWN) OR FULL WALL TO ROOF DeCK LA STANDARD SPRAY SPRINKLERS INSTALLED PER NFPA 13 IN HIP SLOPE AREA WHEN TRUSSES ARE FRAMED PARALLEL TO OUTSIDE WALL TRUSSES IN HIP SLOPE AREA PARALLEL TO OUTSIDE WALL MAXIMUM OUTSIDE 40'-0" (12,2 m) WALL HORIZONTAL ROOF SPAN HIP (COVERAGE) RIDGES -j CPVC PIPE MAY BE USED IN SHADED AREA ONLY FOR CEILING PROTECTION BELOW B~ WHEN ANGLE ~N DOES NOT EQUAL ANGLE "B~ 6'-0" MAX, (1.8 m) 6'-0" MAX. (1,8m) BACK 3'-0" (0,9 m) MAX. ON HIP SLOPE 3'-0" (0,9 m) MAX. ON HIP SLOPE Page 10 of 20 TFP610 HIP SPRINKLERS PROTECT AREA ON BOTH SIDES OF HIP RIDGE 1 MAXIMUM T-6"(2,3m) HORIZONTAL RAFTERS IN HIP SLOPE AREA PERPENDICULAR TO OUTSIDE WALL MAXIMUM 28'-0. (8,5 m) HORIZONTAL J OUTSIDE WALL HIP RIDGES 6'-0. (1,8 m) MAX. 3'-0. (0,9 m) MIN. ON HIP SLOPE FIGURE 12 Hip Roof Installation With Rafters Framed Perpendicular To Outside Wall ROOF SPAN (COVERAGE) ATTIC SPRINKLER FIGURE 13 Roof Span (Coverage) Is Measured At Top Of Noncombustible Insulation TFP610 Page 11 of 20 Attic Spaces Greater Than 40 Feet (12,2 m) Wide & Attic Spaces Greater Than 60 Feet (18,3 m) Up To 80 Feet (24,4 m) Wide, (Ref. Figure 14 & 15) Attic sprinklers in conjunction with standard sprinklers can be used to protect attics up to 80 feet (24,4 m) wide. NOTE Attics over 80 feet (24,4 m) wide must use standard sprinklers throughout because attic sprinklers have not been tested in this scenario. For single ridge construction (Ref. Figure 14), use attic sprinklers to protect the center portion. Standard sprinklers are then used to protect up to 10 feet (3.1 m) of width at the eaves (beyond the allowable attic sprinkler roof span). The standard sprinkler on center spacing is a maximum of 7 feet (2,1 m) and a minimum of 6 feet (1,8 m). For hip roof construction (Ref. Figure 15), use BS sprinklers in the center portion and HIP sprinklers can be located down the entire hip. Standard sprinklers are then used to protect up 10 feet (3,1 m) of width at the eaves (beyond the allowabie attic sprinkler roof span). Starting at 31 feet (9,5 m) from the corner. the standard sprinkler on center spacing is a maximum spacing of 7 feet (2, 1 m) and a minimum spacing of 6 feet (1,8 m ). 10'-0" MAX. (3,05m) STANDARD SPRAY SPRINKLER COVERAGE 80'-0" (24,38 m) MAX. ATTIC SPRINKLER COVERAGE (SEE TABLE A) ATTIC SPRINKLER STANDARD SPRAY SPRINKLERS SPACED 7'-0" (2,13 m) TO 6'-0" (1,83 m) ON CENTER FIGURE 14 RIDGES HIP SPRINKLERS BACK TO BACK SPRINKLERS ~ CPVC PIPE MAY BE USED IN SHADED AREA ONLY FOR CEILING PROTECTION BELOW STANDARD SPRAY SPRINKLERS AT THE EAVES 1= . WHERE AN AREA (SHOWN NON-SHADED) IS PROTECTED WITH A SINGLE ROW OF SPECIALLY LISTED COMBUSTIBLE CONCEALED SPACE SPRINKLERS INSTALLED PER THEIR LISTING, CPVC MAY BE USED FOR CEILING PROTECTION BELOW PERIMETER PROTECTION AREA 28'-0" (8,5m) TYP. BEGIN SPACING 31'-0" (9,4 m) FROM CORNER 28'.0" TYP (8,5m) 6'-0" to 7'-0" (1,8mto2,1 m) ON CENTER FIGURE 15 Page 12 of 20 ATTIC SPRINKLER 36" MIN. (914.4mm) TFP610 ANY DISTANCE ATTIC SPRINKLER ADDITIONAL STANDARD SPRAY SPRINKLER REQUIRED (LOCATE PER FIGURE 14) .OR. SPECIALLY LISTED CONCEAlED COMBUSTIBLE SPACE SPRINKLERS INSTALLED PER THEIR LISTING FIGURE 16A FIGURE 16B There can be a maximum 6 inch (152,4 mm) high Horizontal Obstruction as long as it is 36 inches (914,4 mm), measured vertically, below the Attic Sprinkler. If the obstruction is closer or larger, there must be a sprinkler on the other side of the obstruction. Reference Figures l6A and 16B. This criteria does not limit the top chord of the trusses or the depth of the rafter, but does limit the obstructions that run across the trusses or rafters. ATTIC SPRINKLER 36" (914,4 mm) MINIMUM FIGURE 16C LESS THAN 6" (152,4 mm) ADDITIONAL STANDARD SPRAY SPRINKLER(S) REQUIRED (LOCATE PER FIGURE 14 ATTIC SPRINKLER 36- (914,4 mm) MINIMUM FIGURE 16D If the Horizontal Obstruction is below the sprinkler, there must be 6 inches (152,4 mm) clearance over the top of the obstruction, and the obstruction must be 4 feet (1 ,2 m) or less in width to allow water to pass both over and under the obstruction. The clearance is measured perpendicular to and from the bottom of the rafter. If there is not 6 inches (152.4 mm) of clearance above the obstruction, a sprinkler must be located on the other side of the obstruction. If the obstruction is greater than 4 feet (1,2 m) in width, a sprinkler must be added below the obstruction. Refer. ence Figures 16C and 160. Standard sprinklers added below obstructions may be spaced a maximum of 15 feet (4.6 m) apart. Dimension A Distance B Additional Maximum Minimum Sprinkler Horizontal Horizontal Required Dimension of Distance to Beyond Obstruction Obstruction Obstruction All Vertical Obstructions < 6- (152,4 mm) YES 1/2--1- (12,7 mm-25,4 mm) 6" (152.4 mm) NO 1--4- (25,4 mm.101 ,6 mm) 12" (304,8 mm) NO 4-.8" (101.4 mm-203.2 mm) 24" (609,6 mm) NO 8--10- (203,2 mm-254,0 mm) 5'-0" (1,52 m) NO 10-.20- (254,0 mm-508,0 mm) 10'-0" (3,05 m) NO 20--30- (508,0 mm-762,0 mm) 15'-0" (4,57 m) NO 30--40- (762.0 mm-1016.0 mm) 20'.0" (6,10 m) NO 40--48- (1016,0 mm-1219,2 mm) 25'.0" (7,62 m) NO :> 48- (1219.2 mm) Any Distance YES DIMENSION A I DISTANCE B PER TABLE PER TABLE DIMENSION A PER TABLE II ADDITIONAL STANDARD SPRAY SPRINKLER REQUIRED (LOCATE PER FIGURE 14) -OR. SPECIALLY LISTED CONCEALED COMBUSTIBLE SPACE SPRINKLERS INSTALLED PER THEIR LISTING FIGURE 16E For Vertical Obstructions, the maximum dimension of the ob- struction is its width and the horizontal distance away from the obstruction is measured horizontally. FIGURE 16 - PART 1 of 2 - OBSTRUCTIONS TO WATER DISTRIBUTION (Obstructions to water distribution for Attic Sprinklers dIffer from standard sprinklers as shown) TFP610 FIGURE 16F Area Outside Of Mechanical Space Or Similar Compartmented Space When the attic sprinkler is a 36 inches (914,4 mm) or greater above the space, and a 36 inches (914,4 mm) or greater clearance above the space is present. additional sprinklers are not needed. When the attic sprinkler is a 36 inches (914,4 mm) or greater above the space, and a 12 to 36 inches (304,8 mm to 914,4 mm) clearance above the space is present, intermediate level standard sprinklers are to be installed to protect the obstructed area. Otherwise, the area beyond the mechanical space is to be protected as shown by installing standard sprinklers as necessary - OR - by constructing a shear wall and instailing SO Sprinklers. NOTE: In all cases, the mechanical space or similar compartmented space is to be sprinkle red per its respective hazard rating and separated from the light hazard attic space by construction that has a fire resistance rating based on the water supply duration required for the hazard rating within the mechanical space or similar compartmented space. ATTIC SPRINKLER 36- (914,4 mm) MECHANICAL OR GREATER SPACE 4-(101,6mm)TO 6" (152,4 mm)lYp. 12" (304,8 mm) TO 36" (914,4 mm) INTERMEDIATE LEVEL STANDARD SPRAY ^ SPRINKLERS / '\ MECL~ J STANtARD I "!" 4" (101..;;;"')TO ~ SPACE SPRAY SPRINKLER 6" (152,4 mm)T'(P; , I 36- (914,4 mm) OR GREATER ATTIC SPRINKLER ~ STANDARD SPRAY SPRINKLER PROTECT WITH STANDARD SPRAY SPRINKLERS Ell ADD SHEAR WALL AND PROTECT WITH SINGLE DIRECTIONAl SPRINKLERS Page 13 of 20 FIGURE 16G Piggyback Trusses When the attic sprinkler can be installed below or between stiffeners and maintain the 16 to 22 inch (404,4 to 558,8 mm) distance to the peak, as well as the "V" and "H" clearance to the stiffeners, additional sprinklers are not required, When the stiffeners are located a minimum of 12 inches (304,8 mm) below the attic sprinkler, the stiffeners are 7-1i2 inches (190,5 mm) maximum in width, the openings are 12 inches (304,8 mm) minimum, and there is 70% minimum open area, additional sprinklers are not re- quired. I Otherwise, additional sprinklers are required as shown. ~1~ H v BB1 BB2 BB3 0" 0" 0" O' f--.-.!-"H" V>O" V+1S" V+10. V +8" BOTTOM STIFFENERS PLANE OF vs~ ! 22" (558.8 mm) MAX. 16" (406,4 mm) MIN. TOP OF DEFLECTOR ATTIC SPRINKLER 3-112" MIN. (88,9mm) AIR SPACE ~ 12" MIN. (304,8 mm) ~ 7-112" MAX. (190,5 mm) 12" MIN. (304,8mm) ATTIC SPRINKLER OR STANDARD SPRAY SPRINKLER LESS THAN 70% OPEN AREA, OPENINGS LESS THAN 12" (304,8 mm) WIDE, OR STIFFENERS GREATER THAN 7-112" (190,5mm) WIDE INTERMEDIATE LEVEL STANDARD SPRINKLER SINGLE DIRECTIONAl SPRINKLER INSTAlL DRAFT CURTAIN OR FULL WALL SINGLE DIRECTIONAL SPRINKLER FIGURE 16 - PART 2 of 2 - OBSTRUCTIONS TO WA TER DISTRIBUTION (Obstructions to water distribution for Attic Sprinklers differ from standard sprinklers as shown) Page 14 of 20 TFP610 HYDRAULIC CALCULATIONS Attic sprinklers must be calculated in conformance with these guidelines. In all cases, the design area shall include the most hydraulically demanding sprinklers. More than one set of calculations may be required to prove different situations. The hydraulic calculations have been divided into two parts: "Attics Protected Entirely By Specific Application Attic Sprinklers", and "Attics Protected With A Mixture Of Specific Application Attic Sprinklers And Standard Sprinklers". The following symbols are used to designate attic and standard sprinklers: . MODEL BB BACK TO BACK I MODEL SD SINGLE DIRECTIONAL it MODEL HIP . STANDARD SPRAY PART A - "ATTICS PROTECTED ENTIRELY BY SPECIFIC APPLICATION ATTIC SPRINKLERS" Part A-l. BB Sprinklers . Wet Systems - Calculate the most demanding five sprinklers. . Dry Systems - Calculate the most demanding seven sprinklers (see adjacent figure). '*' RIDGE & & & . . . DRY SYSTEM SHOWN . Part A-2. BB and HIP Sprinklers . Wet Systems - Calculate the most demanding five sprinklers. . Dry Systems - Calculate the most demanding seven sprin- klers. and then calculate the most demanding contiguous nine sprin- klers with a maximum of seven to be BB Sprinklers (see adjacent figures). Use the most demanding calculation. DRY SYSTEM SHOWN DRY SVSTEM SHOWN FIGURE 17 - PART 1 of 5 - HYDRAULIC CALCULA nONS TFP610 Part A-3. BB and SO Sprinklers . Wet Systems - Calculate the most demanding five BS Sprin- klers plus two SD Sprinklers. . Dry Systems - Calculate the most demanding seven BS Sprin- klers plus up to two SD Sprinklers (see adjacent figure). Page 15 of 20 OBSTRUCTION DRY SYSTEM SHOWN Part A-4. SO Sprinklers . Wet Systems - Calculate the most demanding five SD Sprin- klers. . Dry Systems - Calculate the most demanding nine SO Sprin- klers (see adjacent figure). RIDGE RIDGE I I , , , , , , , , , , , DRY SYSTEM SHOWN . Part A-5. SO and HIP Sprinklers . Wet Systems - Calculate the most demanding five sprinklers. . Dry Systems - Calculate the most demanding nine sprinklers with a maximum of seven to be SO Sprin- klers (see adjacent figure). RIDGE I I I I I I DRY SYSTEM SHOWN Part A-6. HIP Sprinklers . Wet Systems - Calculate the most demanding five sprinklers (see adjacent figure). . Dry Systems - Calculate the most demanding nine sprinklers. WET SYSTEM SHOWN FIGURE 17 - PART 2 of 5 - HYDRAULIC CALCULA TIONS WALL OR DRAFT CURTAIN AT RIDGE I I , , WALL OR DRAFT CURTAIN AT RIDGE Page 16 of 20 TFP610 PART B - "ATTICS PROTECTED WITH A MIXTURE OF SPECIFIC APPLICATION ATTIC SPRINKLERS AND STANDARD SPRINKLERS" Part B-1. SO Sprinklers & Standard Sprinklers At The Ridge . Wet Systems - Calculate the most demanding five sprinklers of one type. Use the most demanding cal- culation. . Dry Systems - Calculate the most demanding nine SO Sprinklers, and then calculate the most de- manding seven Standard Sprin- klers. Use the most demanding cal- culation (see adjacent figure). I I I I RIDGE I I I I I I I I I I I I I WALLS OR DRAFT CURTAINS DRY SYSTEM SHOWN . Part B-2. BB Sprinklers & Stand- ard Sprinklers At The Eaves or Be. yond An Obstruction . Wet Systems - Calculate the most demanding five BB Sprin- klers plus up to two most demand- ing Standard Sprinklers. . Dry Systems - Calculate the most demanding seven BB Sprinklers plus up to two most demanding Standard Sprinklers (see adjacent figures). . . . . . i RIDGE . . . . . . . DRY SYSTEM SHOWN . OBSTRUhTION RIDGE ... ... DRY SYSTEM SHOWN FIGURE 17 - PART 3 of 5 - HYDRAULIC CALCULA TIONS TFP610 Part B-3. BB Sprinklers & Standard Sprinklers At The Hip Where the total number of Standard Sprinklers at the hip is four or less: . Wet Systems - Calculate the most demanding five BS Sprin- klers plus up to two most demand- ing Standard Sprinklers. . Dry Systems - Calculate the most demanding seven BS Sprin- klers plus up to two most demand- ing Standard Sprinklers. Where the total number of standard sprinklers at the hip is greater than four: . Wet Systems - Calculate design area per NFPA 13 (i.e.. area re- duction for quick response & 30% increase for sloped ceilings). In- clude all sprinklers types within this area. . Dry Systems - Calculate design area per NFPA 13 (i.e., 30% in- crease for sloped ceilings & 30% increase for dry systems). Include all sprinklers types within this area (see adjacent figure). . Part B-4. BB Sprinklers, SD Sprin- kters, HIP Sprinklers, & Standard Sprinklers At The Hip Where the total number of Standard Sprinklers at the hip is four or less: . Wet Systems - Calculate the most demanding five Attic Sprin- klers plus up to two most demand- ing Standard Sprinklers. . Dry Systems - Calculate the most demanding nine Attic Sprin- klers plus up to two most demand- ing Standard Sprinklers (Of the nine Attic Sprinklers, calculate up to a maximum of seven BB Sprin- klers, see adjacent upper figure). Where the total number of standard sprinklers at the hip is greater than four: . Wet Systems - Calculate design area per NFPA 13 (i.e., area re- duction for quick response & 30% increase for sloped ceilings). In- clude all sprinklers types within this area. . Dry Systems - Calculate design area per NFPA 13 (i.e., 30% in- crease for sloped ceilings & 30% increase for dry systems). Include all sprinklers types within this area (see adjacent lower figure). Page 17 of 20 :,lji;"-:-:.::, :<:<:,:,:,.< ,.,,)f: DRY SYSTEM SHOWN NOTE: Wet Pipe = 1500 1t2 (NFPA Light Hazard) x 1.3 = 1950 1t2 Dry Pipe = 1500 1t2 (NFPA Light Hazard) x 1.3 x 1.3 = 2535 1t2 WALL OR I~ ORAFT .. :.:: CURTAIN .. ~ .. 11 ::.::..' .. 1/ DRY SYSTEM SHOWN ::.:::::.-: ::::::,:<:<,,:< ". <:::1i:<" 2535 sa. FT. (235,5 SQ. METERS) DRY SYSTEM SHOWN NOTE: Wet Pipe = 1500 1t2 (NFPA Light Hazard) x 1.3 = 1950 1t2 Dry Pipe = 1500 1t2 (NFPA Light Hazard) x 1.3 x 1.3 = 2535 1t2 FIGURE 17 - PART 4 of 5 - HYDRAULIC CALCULA TIONS Page 18 of 20 . Part B.5. Attic Sprinklers & Standard Sprinklers in a Dormer, at a Cross, or at an Ell Where the quantity of standard sprinklers in each dormer. cross, or ell is four or less (see adjacent fig. ural and all of the dormers, crosses and ells meet the maximum four standard sprinkler criteria, calculate the Attic Sprinkler demand as de. scribed in Part A.1 thru A.6 or Part B.1 thru B-4. plus up to two of the most demanding standard sprin- klers in the dormer, cross. or ell that is adjacent to the Attic Sprinklers that are being included in the de. mand calculation. Where the quantity of standard sprinklers in any dormer, cross, or ell is greater than four: . Wet Systems - Calculate design area per NFPA 13 (I.e.. area re. duction for quick response & 30% increase for sloped ceilings). In- clude all sprinklers types within this area. . Dry Systems - Calculate design area per NFPA 13 (I.e., 30% In. crease for sloped ceilings & 30% increase for dry systems). Include all sprinklers types within this area. STANDARD SPRAY SPRINKLERS (4 OR LESS) STANDARD SPRAY SPRINKLERS (4 OR LESS) Part B.6. Allie Sprinklers & Standard Sprinklers Separated By Compartmentalization Calculate the Attic Sprinkler demand as described in Part A-1 thru A-6 or Part B.1 thru 8-4, and then calculate the Standard Sprinklers per NFPA 13. Use the most demanding calcula. tion (see adjacent figure). RIDGE WALL OR DRAFT CURTAIN RIDGE FIGURE 17 - PART 5 of 5 - HYDRAULIC CALCULA TIONS TFP610 STANDARD SPRAY SPRINKLERS (4 OR LESS) DORMER BUILT ON TOP OF ROOF OR SHEATHING TFP610 Care and Maintenance The Specific Application Attic Sprin- klers must be maintained and serviced in accordance with the following in- structions: . NOTE Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection systems must be obfained from the proper aufhori- ties and all personnel who may be affecled by this action musl be notified. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi4 fled sprinklers must be replaced. Over-heated solder type sprinklers must be replaced. Bulb-type sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wip- ing the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection SelVice in accordance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire & Building Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire & Building Products. No warranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire & Building Products or for products and components which have been subject to misuse, improper in- stallation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applica- ble Standards of the National Fire Pro- tection Association, and/or the stand- ards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire & Building Products to be defec- tive shall be either repaired or re- placed, at Tyco Fire & Building Prod- ucts' sole option. Tyco Fire & Building Products neither assumes, nor author- izes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire & Building Products shall not be responsible for sprinkler system de- sign errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE & BUILDING PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LI- ABILITY OR UNDER ANY OTHER LE- GAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSE- QUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FIRE & BUILDING PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE & BUILDING PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARRANTY IS MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR IMPLIED INCLUDING WARRAN. TIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PUR. ff2SE. Page 18 of 20 Ordering Procedure Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: Model (specify), K-factor (specify), SIN (specify), Specific Appli- cation Attic Sprinkier, PIN (specify). BB1 (K=8.0), TY4180 .. ............. PIN 51-623-1-200 BB2 (K=8.0). TY4181 .......... .... PIN 51-621-1-200 BB3 (K=8.0). TY4182...... ......... P/N51-622-1-200 BB1 (K=5.6l, TY3180 ............ ... PIN 50-601-1-212 BB2 (K=5.6). TY3181 ............. . P/NS0-602-1-212 BB3 (K=5.6), TY3182 ............... PIN 50-603-1-212 S01 (K=5.6), TY3183 ............... PIN 50-611-1-212 S02 (K=5.6), TY3184 ............... PIN 50-612-1-212 SD3 (K:::5.6), TY3185 ........... PIN 50-613-1-212 HIP (K=5.6), TY3187 ...... ...... ... PIN 51-620-1-200 Sprinkler Wrench: Specify: W- Type 3 Sprinkler Wrench, PIN 56-895-1-001. Specify: W- Type 20 Sprinkler Wrench, PIN 56-000-1-106. < , - . . -tileD / Fire & Building / Products Technical Services: Tei: (800) 381-9312/ Fax: (800) 791-5500 www.tyco-fire.com Tyco Fire Products Model CV.1FR Riser Check Valve General Description . , , ~~ See Fire Protection UL Ie Submittal Sheet for . L; . Pressure Rating and FM Listing/Approval Information . , The Model CV-1FR Fire Protection Riser Check Valve is a compact and rugged swing-type unit thatallowswaterflow in one direction and prevents flow in the opposite direction. A resilient elastomer seal facing on the spring loaded clapper ensures a leak tight seal and non-sticking operation. Ail Model CV-1 FR Riser Check Valves are designed to minimize water hammer caused by flow reversal. The valve is furnished with grooved ends and can be installed using grooved couplings. The Model CV-1 FRean be installed with ANSI class 150Ranges util~ing Grinnelfl'Rgure 71 flange adapters and also ANSI class 300 Flange Adapters on the upstream connection. Should these connections be desi red on the downstream connection, longer 1/4" gauge nipple connections are required. All Model CV- 1 FR Riser Check Valves have been designed wtth a removable cover for ease of field maintenance. Valves installed horizontaily or inclined (flow up or down) are to be positioned with the cap facing up. Valves installed vertically may be positioned with flow up or down. Applications: Model CV-1 FR Riser Check Valves are intended for use in wettypeautomaticsprinkler system riser, as a more compact and economical altemative to the alarm check valve. Provisions must be made for a local alarm, using an approved flow switch (not included). Page 1 of 4 A Maintenance Check Valve Ktt is available to allow the maintenance procedure ofback-flushingthrough the fire department connection without removing the Model CV-1 FR Riser Check Valve from the pipe line. The Model CV-1 FR Riser Check Valves are a redesignation for the Central Rgure 590FR and Grinnell Rgure 590FR. WARNINS The Model CV- f FR Riser Check Valve described herein must be installed and maintained in compliance with this documen~ as wellas with the applicable standards oftheNalionalRre Protection Association, in addition to the standards of any other authorities having jurisdiclion. Faft.re to do so may impair the pedormance 01 this device. The owner is responsible for maintaining their lire protecti1Jn system and devices in proper operaling condffion. The installing contractor or sprinkler manufacturershoukl becontactedwithanyques1ions. Technical Data Model: CV-1 FR Sizes: 2-, 2W, 76.1mm, 3-, 4", 139.7mm, 5-, 165.1 mm, 6- and 8' Max. Working Pressure: 300 psi (2068 kPa) Factory Hydro Test: 100% at 600 psi (4137kPa) - Seat and shell complies with test requirements of MSS SP-71 , UL, FM and ULC Approvals: UL, FM and ULC: See Fire Protection Submittal Sheet for exact Listing / Approval information. Body and Cap: Ductile iron conforming to ASTM A-536, Grade 65-45-12 Clapper: Stainless Steel Seal: Grade "E" EPDM Protective Coatings: Valve assembly . Non-lead paint Trim: Sold separately (un-assembled) September 2004 ~ [EI\ITRAL - Customer ServlcelSales: Tel: (215) 362-0700 / (800) 523-6512 Fax: (215) 362-5385 Ordering Procedure When placing an order, indicate the full product name. Please specity the quantity, valve model number, size, type of seal, Grade "E" EPDM, and part number from the following lists. Valve Valve Size Part Number 2" 59-590-1-020 2'1i 59-590-1-025 76.1 mm 59-590-1-076 3' 59-590-1-030 4" 59-590-1-040 139.7mm 59-590-1-139 5' 59-590-1-050 165.1mm 59-590-1-165 6' 59-590-1-060 8' 59-590-1-080 Trim Size 2- 2'/2" 76.1mm 3' 4' 139.7mm 5- 165.1mm 6" 8' Trim Part Number 59-591-1-020 59-591-1-030 59-591-1-030 59-591-1-030 59-591-1-080 59-591-1-080 59-591-1-080 59-591-1-080 59-591-1-080 59-591-1-080 T yco Rre Products, valves, accessories and other prod uctsare available throughoutthe U.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. TFP9S0 . , - ^ Page 2 of 4 Model CV.1 FR Check Valve TFP950 .. I . I I I. . Nominal Dimensions Approx. Size A B C D E F J Cover Weight Inches Inches Inches Inches Inches Inches Inches Inches Bolt Torq. Ibs. mm mm mm mm mm mm mm mm Lb.-ff/Nm Kg. 2" 6.75 4.38 2.55 2.57 3.25 4.75 1.62 15 9.0 60.3 171.5 111.3 64.8 65.3 82.3 120.7 41.5 21 4.5 2'12" 8.00 5.80 3.41 3.40 3.88 6.00 1.70 39 10.0 73.0 203.2 147.3 86.6 86.4 98.6 152.4 43.2 54 4.5 76.1""" 8.00 5.80 3.41 3.40 3.88 6.00 1.70 39 10.00 203.2 147.3 86.6 86.4 98.6 152.4 43.2 54 4.5 3" 8.37 5.76 3.60 3.40 3.88 6.00 1.70 39 11.0 88.9 212.6 1.46.3 91.4 86.4 98.6 152.4 43.2 54 5.0 4" 9.63 6.74 4.61 3.63 4.56 7.13 1.84 39 25.0 114.3 244.6 171.2 117.1 92.2 115.1 181.1 46.7 54 11.3 10.50 7.50 5.29 4.20 4.90 7.60 1.90 39 29.0 139.7_ 266.7 190.5 134.4 106.7 124.5 193.0 48.3 54 13.2 5' 10.50 7.50 5.29 4.20 4.90 7.60 1.90 39 29.0 141.3 266.7 190.5 134.4 106.7 124.5 193.0 48.3 54 13.2 165.1""" 11.50 80.5 5.75 4.50 5.00 7.60 1.48 60 47.0 292.1 204.5 146.1 114.3 127.0 193.0 37.6 82 21.3 6' 11.50 8.05 5.75 4.50 5.00 7.60 1.48 60 47.0 168.3 292.1 204.5 146.1 114.3 127.0 193.0 37.6 82 21.3 8" 14.00 10.25 7.75 5.62 5.45 8.40 2.20 120 66.0 219.1 355.6 260.4 196.9 142.7 138.4 213.4 58.9 164 29.9 . ~ 5~ . -' <f) "- , ~ "- 5!' o W 0:0.5 ~O_4 ~O_3 0: 0..0.2 __ ~ ~ i! " ;: FLOW RATE (LPM) ... '" Gl"'; ~ lfi 2 ~ ~ ~ o_~ ~ ~ ~:l: Detail Part Material Qty. 1 Body Ductile Iron 1 2 Cap Ductile Iron 1 3 Gasket Synthetic Fiber 1 4 Hex Cap Screw Steel, Zinc Plated AR 5 Clapper Stainless Steel or 1 Ductile Iron 6 Seal Facing EPDM Grade "E" 1 7 Spring Stainless Steel 1 B Hinge Shaft Stainless Steel 1 9 Retaining Ring Stainless Steel AR 10 Washer Teflon 2 11 Retention Bolt Stainless Steel 1 12 Seal Ring Neoprene 1 13 Retaining Disc Stainless Steel 1 14 Locknut Stainless Steel 1 15 Adhesive Thread Sealer AR 16 Nameplate Aluminum 1 17 Rivet Steel 2 . " ~ ~ ~ ~ ~ ~ ~ n ~ FLOW RATE (GPM)" Note: It is good piping practice to apply a safety factor of 15% to 20% to the values in the above table for design purposes. ~ . , ~ U~ ~ ,. # Page 3 of 4 Model CV.1 FR Check Valve TFP950 , , , Valve Nominal Dimensions Size A B C D E Inches Inches Inches Inches Inches Inches NPT mm mm mm mm mm 2 6.75 6.50 3.25 10.13 60.3 171.5 165.1 82.6 257.2 1 2'12 8.00 6.56 3.88 11.13 73.0 203.2 166.7 98.6 282.6 11/4 76.1mm 8.00 6.58 3.88 11.13 203.2 166.7 98.6 282.6 1'/. 3 8.37 6.81 3.88 11.31 88.9 212.6 173.0 98.6 287.3 1'/4 4 9.63 7.75 5.00 13.25 114.3 244.3 196.9 127.0 336.6 2 139.7mm 10.50 8.25 5.00 13.81 266.7 209.6 127.0 350.8 2 5 10.50 8.25 5.00 13.81 141.3 266.7 209.6 127.0 350.8 2 165.1mm 11.50 8.56 5.00 14.13 292.1 217.5 127.0 358.8 2 6 11.50 8.56 5.00 14.13 168.3 292.1 217.5 127.0 358.8 2 6 14.00 9.75 5.50 15.25 219.1 355.6 247.7 139.7 387.4 2 . . j. Trim Kits Part Number 59-591-1-020 2' Riser Check Valve Main Drain l' x 3' Nipple l' Angle Valve Gauge (system side) 0-300 psi Gauge '/..' x 2" Nipple '!o" Three-Way Globe Valve 1/4' Plug Gauge (supply side) 0-300 psi Gauge 'I. x 5' Nipple '!o" Three-Way Globe Valve 1/4' Plug . " Part Number 59-591-1-030 2'12', 76.1mm & 3' Riser Check Valve Main Drain 1'!o" x 3' Nipple 1'!o" Angle Valve Gauge (system side) 0-300 psi Gauge '!o" x 2' Nipple '!o" Three-Way Globe Valve '// Plug Gauge (supply side) 0-300 psi Gauge 'I. x 5' Nipple '!o" Three-Way Globe Valve 'll Plug ~f Part Number 59-591-1-080 4", 139.7mm, 5',165.1mm 6' & 8' Riser Check Valve Main Drain 2' x 3' Nipple 2' Angle Valve Gauge (system side) 0-300 psi Gauge '!o" x 2' Nipple '!o" Three-Way Globe Valve '/l Plug Gauge (supply side) 0-300 psi Gauge '" x 5' Nipple '" Three-Way Globe Valve 'I/Plug . . .' . , k . h ,. . " . ~ Page 4 of 4 Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. Thp installing contractor or product manufacturer should be contacted relative to any questions. Any impairment must be immediatelycorrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Rre Products are warrnnted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properiy installed and maintained under normal use and service. Th~ warranty will expire ten (1 0) years from date of shipment by Tyco Rre Products. No warranty is given for products or components manufactured by companies not affiliated byownershipwith Tyco Rre Products orfor products and components which have been subject tomisuse, improper installation, corrosion, orwhich have not been installed. maintained, modified or repaired in areordance with applicable Standards of the Nationa' .-ire Protection Association (NFPA). andlorthe standards of any other Authorities Having Jurisdiction. Materials found by Tyco Rre Products to be defective shall be either repaired or replaced, at Tyco Rre Products' sole option. Tyco Rre Products neither assumes, nor authorizes any person to assumefor ft, any otherobligation in connection with TFP950 the sale of products or parts of products. T yco Rre Products shall nctbe responsibleforsprin~ersystem design errorsorinaccurateor incomplete information supplied by Buyer or Buyers representatives. IN NO EVENT SHAll TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIALDAMAGES,INClUDING BUTNOT LIMITED TO LABOR CHARGES. REGARDLESS OF WHETHERTYCOAREPRODUCTSWASINFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES. AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THEFDREGOING WARRAJlTYISMADEIlfUEUDF AMY ANOAU OTHER WARRAIITIESEXI'RESS OR lIH/.IED. INCLUDING WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTIC/JlAR PIIRPOSE. General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data is not exceeded. Always read and understand the installation instructions (lH-l00Q). Never remove any piping component or correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. TYeO FIRE PRODUCTS, 451 North Cannon Avenue, lansdale, Pennsylvania 19946 Certified Company Printed U.S.A. '" tqeD / Fire & Building / Products Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 www.tyco-fire.com Tyco Fire Products Model BFV-1 Butterfly Valve General Description . .. ~@ See Fire Protection Submitlal Sheet tor Pressure Rating and Listing/Approvallnformation .' The Model BFV-1 Buttertly Valve is specifically designed to provide for efficient control of fire protection water supplies. The Model BFV-1 is provided with a 'I<' NPT supply side tap for sizes 2'/, - S'. The Model BFV-1 is designed to meet the increasing pressure requirements of the Fire Protection Indust!)' with a maximum operating pressure of 300 psi. Flow may be from either direction, and the valves may be positioned in any orientation. The valve is furnished with grooved ends for use with grooved couplings and can be easily adapted to flanged components utilizing Grinnell Figure 71 Class 150flangeadapters. The body and disc construction provides for increased strength and durability. The Model BFV-1 Buttertly Valve is provided with 2 sets of SPDTSuperviso!)' Switches for use in outdoor and indoor applications. A high strength stainless steel upper stem is provided for dependability. The surtaces at the upper stem and lower trunnion areas incorporate a reduced dynamic torque and anti-compression set design to ensure low operating torque and increased seal longevity. This unique Tyeo design feature prevents elastomeric failure of the disc encapsulation that is commonly experienced with other manufacturers. This isaccomplished by providing uniform compression throughout the opening and closing operation of the disc. Page 1 of 2 The Model BFV-1 Buttertly Valves are a redesignation for the Central Rgure 570, Central Figure 5S0 and Grinnell Figure 580. WARNING The Model BfV-t Butterfly Valve described herein must be installed and maintained in compliance witli this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any otherautliorities having jurisdiction, Failure 10 do so may impair the performance olthis device, The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any Questions. Technical Data Model: BFV-1 Sizes: 2', 21>', 3', 4', 5', 6', S', 10' & 12' Maximum Working Pressure: 300 psi (2068 kPa) FactoryHydroTest: 100% at 600 psi (4137kPa) in accordance with test requirements of MSS SP-67, UL, FM and ULC Approvals: UL, FM and ULC for both indoor and outdoor use. Note: 8' -12' are FM approved only. See Fire Protection Submittal Sheet for exact Listing / Approval information. Materials 01 Construction: Body: Ductile iron conforming to ASTM A-536, Grade 65-45-12 Body Coating: Epoxy Disc: Ductile iron conforming to ASTM A-536, Grade 65-45-12 Disc Seal: Grade EPDM "E"encapsulated rubber conforming to ASTM 0-2000 Upper Slem: Type 440 Stainless Steel (2'-S') Type 17-4 Stainless Steel (10'-12') Lower Plug and Stem: Type 17-4 Stainless Steel September 2004 [EI\ITRAL - Customer ServlcelSales: Tel: (215) 362.0700 / (800) 523.6512 Fax: (215) 362-5385 Operator: Gearoperatorwith iron housing coated with Epoxy Bracket: Steel - Biack Zinc Plated Ordering Procedure When placing an order, indicate the full product name. Please specity the quantity, valve model number, size, type of seal; EPDM "E", and part number from the following list. Valve Valve Size Part Number 2' 59-300-F-Q20 2'1i 59-300-F-025 3' 59-300+030 4' 59-300-F-040 5' 59-3oo-F-050 6' 59-300-F-060 S' 59-300-F-OSO 10' 59-300-F-1oo 12' 59-300-F-120 Tyco Rre Products, valves, accessories and other productsare available throughoutthe U.S., Canada, and internationally, through a network of distribution centers, You may write directty or call 215-362-0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Rre Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installingcontractororproductmanufacturer should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. TFP1530 Page 2 of 2 : Limited Warranty . have not been installed, maintained, modified or repajred in accordance with appiicab~ Standards of the National Fire Protection Association (NFPA), and/or the standards of any other Authorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repajred or repiaced, at Tyco Fire Products' sole option. T yco Fire Products neither assumes, nor authorizes any person to assumefor~,anyotherobligation in connection with the sale of products or parts of products. Tyco Fire Products shall notbe responsibleforsprinklersystem design errors orinaccurateor incomplete information supplied by Buyer or Buyers representatives. IN NO EVENT SHAU TYCO FIRE PRODUCTS BE TFP1530 LIABLE, IN CONTRACT, TORT, STRICT LIABILITY DR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT. SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUTNOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHERTYCORREPRODUCTSWAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHAll TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. TIE mRR:iJIIII: WARIIAJ/TY IS YAM Bll1EU OF AllY AND AIlI1THEll WAIIIIAIIT1ES EXPIIESS III /MPLlED. /IICWD/IIS WARRAIIT/ES OF MERCHAIITABlLlTY AIID F/TIIESS FOR A pAIlnIY. All PIIIPOSE. Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under nonntal use and service. This warranty will expire ten (1 0) years from date ot shipment by T yeo Fire Products. No warranty is given for products or components manufactured by companies not affiliated byownershipw~h T yco Fire Productsorfor products and components which have been subject tomisuse, improperinstaUation, corrosion, orwhich Position Indicator 1/4" NPT (2'h".8"only) i ' L ' I H Ej '. ,. G Side view with valve open Model BFV.1 Butterfly Valve Switch Rating: lOA 125,250 VAC 0.25A 250 VDC 0.50A 125 VDC Supervisory Tampe Switch Circuits (Valve Fully Open) o End of line Resistance Or, Next Device WIRING DIAGRAM Front view with valve open Utilization and Connection of Auxiliary Switch to be Reviewed and Approved by the local Authority Having Jurisdiction Nominal Dimensions Approx. Size A B C 0 E F G H Weight Inches Inches Inches Inches Inches Inches Inches Inches Inches Ibs. mm mm mm mm mm mm mm mm mm Kg. 2" 4.80 10.14 6.68 2.38 3.19 5.41 N/N N/A 9.0 60.3 121.9 257.6 169.7 60.5 81.0 137.4 4.0 2112" 5.34 10.41 7.22 2.88 3.81 5.72 N/A" 1.44 12.0 73.0 135.6 264.4 183.4 73.0 96.8 145.3 36.6 5.4 3" 5.67 11.38 8.75 3.50 3.81 5.72 N/A' 1.44 14.0 88.9 144.0 289.1 222.3 88.9 96.8 145.3 36.6 6.4 4" 6.76 12.70 9.65 4.75 4.56 5.72 N/A' 1.46 22.0 114.3 171.7 322.6 245.1 120.7 115.8 145.3 37.1 10.0 5" 7.15 14.56 10.23 6.25 5.81 6.18 N/A" 1.46 31.0 141.3 181.6 369.8 259.8 158.8 147.6 157.0 37.1 14.1 6" 7.88 15.23 10.96 6.75 5.81 6.18 N/A" 1.46 36.0 168.3 200.2 386.8 278.4 171.5 147.6 157.0 37.1 16.3 8" 9.24 17.50 13.37 10.00 5.25 6.43 1.22 2.63 52.0 219.1 234.7 444.5 339.6 254.0 133.4 163.3 31.0 66.8 23.6 10" 11.81 21.78 16.93 12.00 6.25 7.96 1.75 N/A 75.0 273.0 299.9 553.2 430.0 304.3 158.8 202.2 44.5 34.1 12" 12.97 24.11 19.10 14.27 6.50 8.83 2.60 N/A 90.0 323.9 329.4 612.4 485.1 362.5 165.1 224.3 66.0 40.9 . End of disc does not extend beyond valve body. General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data is not exceeded. Always read and understand the installation instructions (IH-1000). Never remove any piping component or correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. TYeO FIRE PRODUCTS, 451 North Cannon Avenue, lansdale, Pennsylvania 19946 . Friction Resistance Equiv. Size length in Feet 2' 5' 2\\" 6' 3' 7' 4' 6' 5' 10' 6' 13' 8' 14' 10' 16' 12' 18' Note: Friction Resistance is specified in equivalent length of Std. weight (C-120) steel pipe. Certified Company Printed U.S.A. " . UL Models ULC/Canadlan Models WFD20 WFD25 WFD30-2 WFD35 WFD40 WFD50 WFD60 WFD80 WFD20A WFD25A WFD3Q-2A WFD35A WFD40A WFD50A WFD60A WFD80A Replacement Parts A3008-00 A 77-01-02 546-7000 WFDW WFDN4 . r Product Overview Retard Mechanism Terminal Block Cover Tamper Switch Kit Cover Wrench Replacement gasket kit New WF030-2 models Install In 2" hole sizes UL models are NEMA 4 rated Sealed retard mechanism assures that the retard Is not contaminated by dust and dirt when the cover Is removed System Sensor's WFO series Is compatible with schedule 10 through 40 steel pipe. sizes 2" through 8", and can be mounted In a vertical or horizontal position. Robust Construction. The WFD series consists of a rugged, NEMA 4 rated enclo- sure. Designed for both indoor and outdoor use, rhe WFD series operates across a wide temperature range, from 3rF to 1200F. Visual switch activation permits installer to accurately set retard under noisy conditions Reliable Performance. UL listed models are equipped with tamper resistant cover screws to prevent unauthorized entry. Inside, two sets of SPDT (Form C) syn- chronized switches are enclosed in a durable terminal block to assure reliable performance. Rugged, dual SPOT switches are enclosed In a durable terminal block Accommodates up to 12 AWG wire 100% synchronization activates both alarm panel and local bell simultaneously @ USTED "'" ," @ I CS169 7770-1:209:140 MEA approved <8> A"""llVED 167-93-E lWgA2_AH False Alarm Immunity. The WFD series incorporates a mechanical retard feature, which minimizes the risk of false alarm due to pressure surges or air trapped in the sprinkler system. In addition, the mechanical retard's unique sealed design is immune to dust and other contaminants. Simplified Operation. The WFD series is designed to simplify installation. Two conduit openings permit easy attachment to the local alarm system. The retard mechanism and dual SPDT switches are field-replaceable. Edglneerlng Specifications Vane-type waterflow detectors shall be installed on system piping as designated on the drawing and/or as specified herein. Detectors shall mount on any clear pipe span of the appropriate nominal size, either a vertical upflow or horizontal run, at least 6" from any fittings which may change water direction, flow rate, or pipe diameter or no closer than 24" from a valve or drain. Detectors shall have a sensitivity in the range of 4 to 10 gallons per minute and a static pressure rating of 450 psi" for 2" - 8" pipes. The detector shall respond to waterflow in the specified direction after a preset time delay which is field adjustable. The delay mechanism shall be a sealed mechanical pneumatic unit with visual indication of actuation. The actuation mechanism shall include a polyethylene vane inserted through a hole in the pipe and connected by a mechanical linkage to the delay mechanism. Outputs shall consist of dual SPDT switches (Form C contacts), Two conduit entrances for standard fittings of commonly used electrical conduit shall be provided on the detectors. A grounding provision is provided, Unless noted, enclosures shall be NEMA 4 listed by Underwriters Laboratories [ne. All detectors shall be listed by Underwriters Laboratories Inc. for indoor or outdoor use. , . ... . Standard Specifications .~ , St(llic Pressure Rating 450 PSI* Conduit Entrances Two openings for If' conduit. One open, one knock. out type Operating Temperature Range 320F to 1200F (OOC to 490C) rrlggering nlreshold Bandwidth (Flow Rate) 4-10 GPM Service Use Automatic Sprinkler: NFPA.13 One or Two Family Dwelling: NFPA 130 Residential Occupancies up to 4 Stories: NFPA 13R National Fire Alarm Code: NFPA.72 Maximum Surge 18 Feet Per Second (FPS) Enclosure Rating * NEMA 4 - suitable for indoor/outdoor use Warranty 3 Years U~. Patent Numbers 3.845.259 4.782.333 5.213,205 Compatible Pipe' Steel water pipe, schedule 10 through 40 Cover Tamper Switch Standard with ULC models Optional for Ul models, part no. 546-7000 Shipping Weight WFD20: 4.2 Ibs. WFD25: 4.3 Ibs. WFD3o-2: 4.5 lbs. WF035: 4.7 lbs. Cuntact Ratings Two sets of SPOT (Form C) 10.0 A, 1/2 HP @ 125/250 VAC 2.5 A @ 6/12/24 vac WFD40: 5.2 lbs. WFD50: 6.3 Ibs. WFD60: 6.8 Ibs. WFD80: 7.5 Ibs. Overall Dimensions Installed: . 1~"':J " 1 ----\1 l _ .j.. ~ r Ubon"lII P"'IIc:~_ Model Width Model Width WFD20 4.6" WFD40 6a' WFD25 4,6" WFD50 7,a" WFDJO.2 5,2" WFD60 9.0" WFD35 S7" WFD80 to.a" PI~_1o ,,~ "00' I . i , I l-w_:s..r.blo-l Ordering Information UL Model Numbers ULC/Canadian Model Numbers Pipe Size Hole Size WFD20 WFD20A 2" 114~ WFD25 WFD25A 21f/' 1%" WFD30.2 WFD30-2A 3" 2" W FD35 WFD35A 31f2" 1%" W FD40 WFD40A 4" 2" W FD50 WFD50A 5" 2" WFD60 * W F060A 6" 2" WFD80* W FD80A S" 2" ParI Number NOTE: eo..-.nd B """"""lion. wiN c__~.....~_II'd.I.... __'-'I._"II.Du""~"" ....mllllJlPlIC:MlonllObecombl_ on..I"lII"'~ CONTACTRAnNGS 1251250VAC 10AMPS 24VOC - UAMPS_ ,:.;,r.::::",.:::-&~.mn~~'~~~"~_,,~ n.1"'FACPCOtl,.~COM' COtII L__ c.....'Cmnm...m. ryplc.IFACPConMeIIon --- ._-~-.- Topowe'''''''la ..... com 111M .. - .~:!~ RcooO _J~' ~O .wItc~.._b1y ~ Typlc.IL",,"IBeUeo..necllon 8_wl....._'''' ~~:i'~;.~~u:;. ='~~toh:~~.~~r loop...... DeScflptiOll A3008-00 A 77-01-02 546.7000 WFDW WFON4 "Maximum pressure rating 400 psi as approved by Factory Mutual. System Sensor Sales and Service Retard mechanism Terminal block Tamper proof switch kit Tamper proof wrench for cover Gasket kit System Sensor - India Ph: 91.124.237.1770 x .2700 Fx: 91.124.237.3118 . . System Sensor Headquarters 3825 Ohio Avenue St. Charles, Il60174 Ph:800/SENSOR2 Fx: 630/377.6495 www.systemsensor.com System Sensor Canada Ph: 905.812.0767 Fx: 905.812.0771 System Sensor in China Ph: 86.29.8832.0119 Fx: 86.29.8832.5119 System Sensor Europe Ph: 44.1403.891920 Fx: 44.1403.891921 System Sensor In Singapore Ph: 65.6273.2230 Fx: 65.6273.2610 . . @2OO4 System Sensor The company reserves the right to change product specifications without notice System Sensor - Far East Ph: 85.22.191.9003 Fx: 85.22.736.6580 System Sensor - Australia Ph: 613.54.281.142 Fx: 613.54.281.172 System Sensor - Russia Ph: 70.95.937.7982 Fx: 70.95.937.7983 AO~Ol~OO9.10104.1360 , . ~ . . Models Available UL/FM Models SSM24-6 SSM24-8 SSM24-10 SSV 120-6 SSV 120-8 SSV12Q-10 ULC/Canadian Models SSM24-6A SSM24-8A SSM24-10A SSV 120-6A SSV 12Q-8A SSV120-10A , ~ Weatherproof Back Box W88 (' , Product Overview Approved for Indoor and outdoor use Low current draw High dB output Three sizes available 6". 8", 10" AC and DC models DC models are polarized for use with supervision circuitry Mount directly to standard 4" square electrical box Engineering Specifications @ USTED 54011 @ ~ 3005255 CS549 ! MEA approved 331-01-E I 7135-1653:125 7135-1653:100 , . . SSV12Q.6 System Sensor's SSM and SSV series bells are low current, high decibel notifi- cation appliances for use in fire and burglary systems or other signaling appli- cations. Reliable Performance. The SSM and SSV series provide loud resonant tones. The SSM series operate on 24 VDC and are motor driven, while the SSV series operate on 120VAC utilizing a vibrating mechanism. Simplified Installation. For indoor use, the SSM and SSV series mount to a standard 4 inch square electrical box. For outdoor applications, weather- proof back box, model number WBB, is used. The SSM and SSV series come pre~wired, to reduce installation time. The SSM series incorporate a polarized electrical design for use with supervision circuitry. Model shall be a SSM or SSV Series alarm bell. Bells shall have underdome strikers and operating mechanisms. Gongs on said bells shall be no smaller than nominal 6"/8"110" (specify size) with an operating volrage of 24VDC or nOVAC (specify by part number). Bells shall be suitable for surface or semi- flush mounting. Outdoor surface mounted installations shall he weatherproof (using optional WBB weatherproof electrical box). Otherwise bells shall mount to a standard 4" square electrical box having a maximum projection of 2W'. Bells shall be locared as shown on the drawings or as determined by the Authority Having Jurisdiction_ Bells shall be listed for indoor/outdoor use by Underwriters Laboratories and the California State Fire Marshal, and approved by Factory Mutual and MEA_ ." , . St:anrhllrd SpA~lflt!:::Itlnnc: Operating Temperature Range -31 'F to 140'F j Termination Provided with 2 sets of leads for in/out wiring. Service Use Fire Alarm General Signaling Burglar Alarm Operating Voltage SSM series 24VDC SSV series 120VAC Warranty 3 years I Gong Diameter I I Operating i I I Model (inches) Nominal Voltage i Voltage Limit Maximum Current Sound Output (dBA) SSM24-S S Regulated I 82 , SSM24-8 8 24VOC , lS to 33VDC DC-31.1mA/ 80 SSM 24-10 10 I FWR-53.5mA 81 SSV120-S S Regulated 85 SSV 120-8 I 8 120VAC 9S to 132VAC 53mA 82 i , SSV120-10 10 i i 82 , I * Sound output measured at Underwriter laboratories, as specified in UL464 Ordering Information , UL/FM Model Numbers ULC/Canadian Models Description SSM24-S SSM 24-SA Bell, S", 24VDC, Polarized, 82dBA SSM 24-8 SSM 24-8A Bell, 8", 24VDC, Polarized, 80dBA SSM24-10 SSM 24.10A Bell, 10", 24VDC, Polarized, 81dBA SSV120-S SSV120-SA Bell, S", 120VAC, 85dBA SSV120-8 SSV120-8A Bell, 8", 120VAC, 82dBA I SSV120-10 SSV120-10A Bell, 10", 120VAC, 82dBA WBB I Weatherproof Back Box for SSM and SSV series, when installed outdoors .. ,. System Sensor Sales and Service System Sensor Headquarters 3825 Ohio Avenue Sf. Charles, IL 60174 Ph; BOO/SENSOR2 Fx; 630/377-6495 www.systemsensor.com System Sensor Canada Ph: 905.812.0767 Fx: 905.812.0771 System Sensor Europe Ph: 44.1403.276500 Fx: 44.1403.276501 System Sensor In China Ph: 86.29.8832.0119 Fx: 86.29.8832.5110 System Senaor In Slnppore Ph: 65.6273.2230 Fx: 65.6273.2610 System Sensor - Far East Ph: 85.22.191.9003 Fx: 85.22.736.6580 System Sensor - Australia Ph: 613.54.281.142 Fx: 613.54.281.172 System Sensor - India Ph: 91.124.637.1770 x .2700 Fx: 91.124.637.3118 System Senaor - Ru.sla Ph: 70.95.937.7982 FlC 70.95.937.79838 l . Q 2005 System Sensor. The company reserves the right to chaoge product specifications without notice. A05-0260-007-9/0S-'1521 . . Figure No. 6405 Figure No. 6407 . ,. . An exposed auxiliary inlet connection with 500 G.P.M. Inlet capacity to supplement fire protection water supply. Exposed design provides an economical method of satisfying Fire Department Inlet requirements. STANDARD EQUIPMENT: Cast brass two-way inlet body only I with double drop clappers and pin lug swivels; back or angle B outlet connection as selected by figure number. Branding 6410 Back Outlet as selected. SPECIFY THREAD AND BRANDING. NDING: "Standpipe", "Auto Spkr.", "Standpipe- Sprinkler" FINISH: Cast Brass OPTIONAL FINISHES: PB - Polished Brass RC - Rough Chrome Plated PC - Polished Chrome Plated FIRE DEPT. INLET CONN. EXPOSED TYPE SINGLE CLAPPER TWO-WAY INLETS An exposed auxiliary inlet connection with 500 G.P.M. inlet capacity to supplement fire protection water supply. Exposed design provides an economical method of satisfying Fire Dept. inlet requirements. STANDARD EQUIPMENT: Cast brass two-way inlet body only with single swing clapper and pin lug swivel back or angle outlet connection as selected by figure number. SPECIFY THREAD. BRANDING: "Auto Spkr." FINISH: Cast Brass *U/L LISTED AND FM APPROVED OPTIONAL FINISHES: PB - Polished Brass RC - Rough Chrome Plated PC - Polished Chrome Plated Model 6405 6407 Outlet St Ie Back An Ie Dimensions B 8 5/64 711/16 C 61/2 43/4 A 51/4 65/16 DOUBLE CLAPPER TWO-WAY INLETS *U1L LISTED AND FM APPROVED NY BSA-MEA APPROVED r---"---j ~ ': .JJ 8 6405 Back Outlet ~l , . / I ____'J. 8--< Q]Q. nt'... -T . c..'.., '. . L 6407 Angle Outlet c 6420 Angle Outlet Outlet Stvle Dimensions Back Annie Size A B C D E *6410 4 X 21/2X21/2 9 5/8 121/4 6420 4 X 2 1/2 X 2 1/2 113/4 9 5/8 71/4 *6412 6 X 2 1/2 X 2 1/2 101/4 113/4 6422 6 X 2 1/2 X 2 1/2 121/2 101/8 71/2 6413 4 X 3 X 3 10 121/2 6423 4 X 3 X 3 121/2 101/8 71/2 6414 5 X 3 X 3 101/8 121/2 6424 5 X 3 X 3 121/4 101/2 71/2 6415 6 X 3 X 3 103/8 121/2 6425 6 X 3 X 3 121/4 107/8 71/4 ~ ,. ~ . t . Page 6-15